A1_-_RKMF_08-0089_Nellis_AFB-Control_Tower_Final_Design_100__PLANSET_05-11-15.pdf

T h i s m a p i s f o r r e f e r e n c e o n l y

A l t h o u g v e r y e f f o r t h a s b e e n m a d t s u r e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a

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Plot Date: 23 April 2015 - 8:35 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 G001.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

INSTALL FIRE SUPPRESSION SYSTEMS

CONTROL TOWER BUILDING 2064

NELLIS AFB, NV

PROJECT NUMBER: RKMF 08-0089

100% SUBMITTAL

APRIL 27, 2015

LOCATION MAP

MINOT AVENUE EXIT

CONTRACTOR ACCESS ROUTE TO PROJECT SITE

DEPARTMENT OF THE AIR FORCE

99 CONS/LGCA NELLIS AFB, NV

NOT TO SCALE

N

PROJECT SITE

VICINITY MAP

NOT TO SCALE

N

PROJECT SITE

AREA MAP AND ACCESS ROUTE

PROJECT SITE

CONTROL TOWER

BUILDING 2064

LAYDOWN AREA MAP

CONTRACTOR

ACCESS ROUTE

TO PROJECT SITE

P

E

R

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M

E

T

E

R

A

D

150' x 150' CONTRACTOR LAYDOWN AREA

PROJECT SITE

CONTROL TOWER

BUILDING 2064

NOT TO SCALE

N

NOT TO SCALE

N

GENERAL NOTES SHEET INDEX

1. GENERAL

1.1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

OSHA REGULATIONS.

1.2. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE

ON SITE AT ALL TIMES DURING CONSTRUCTION.

1.3. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH ALL

CONDITIONS CONTAINED IN PROJECT RELATED PERMITS AND IN

OBTAINING ANY OTHER PERMITS THAT MAY BE REQUIRED.

1.4. CONTRACTOR SHALL CONDUCT FIELD REVIEW AND VERIFY ALL LINES,

LEVELS AND CONDITIONS PRIOR TO BEGINNING OF ANY WORK. SUBMIT

TO CONTRACTING OFFICER A LIST OF IDENTIFIED PROBLEM AREAS.

CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND COORDINATE

WITH CONTRACTING OFFICER REGARDING THE RELOCATION OF EXISTING

UTILITIES AS NEEDED.

1.5. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE

PROJECT, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR

UNLESS OTHERWISE NOTED.

1.6. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL

ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

1.7. EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO, BUILDING 2064,

ROADS, WALLS, FENCES AND STRUCTURES DAMAGED BY CONTRACTOR'S

OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL CONDITION AND

TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT

ADDITIONAL COST TO THE GOVERNMENT.

2. REFERENCE GEOTECHNICAL EXPLORATION REPORT, KLEINFELDER PROJECT

NO. 137076, DATED JANUARY 9, 2015.

3. CONSTRUCTION

3.1. SOME CONSTRUCTION ELEMENTS WILL REQUIRE PERFORMANCE OF

PRE-CONSTRUCTION CLEARANCE SURVEYS AND, IN SOME CASES, DAILY

MONITORING FOR SPECIAL STATUS SPECIES BY QUALIFIED BIOLOGISTS.

3.2. HOURS OF WORK

3.2.1. THE CONTRACTOR SHALL CONDUCT ALL WORK BETWEEN THE HOURS

OF 0700 AND 1600, MONDAY THROUGH FRIDAY, UNLESS AUTHORIZED

BY CONTRACTING OFFICER. NO EQUIPMENT ENGINES OR OTHER

NOISE GENERATING ACTIVITIES SHALL BE STARTED PRIOR TO 0745

OR CONTINUE PAST 1600, MONDAY THROUGH FRIDAY. WEEKEND AND

HOLIDAY WORK WILL ONLY BE CONDUCTED AFTER PRIOR

AUTHORIZATION FROM THE CONTRACTING OFFICER.

3.3. HOURS FOR EQUIPMENT DELIVERY

3.3.1. EQUIPMENT DELIVERY, SUPPLY DELIVERY AND SERVICE/FUELING

VEHICLES SHALL ONLY ENTER AND EXIT SITE WORK AREAS BY THE

APPROVED ACCESS ROADS DURING NORMAL WORKING HOURS.

EQUIPMENT DELIVERY, SUPPLY DELIVERY OR SERVICE/FUELING

VEHICLES SHALL ONLY OCCUR BETWEEN 8:00 AM AND 6:00 PM,

MONDAY THROUGH FRIDAY.

3.4. DAILY COMMUNICATIONS

3.4.1. CONTRACTOR SHALL MAINTAIN FREQUENT COMMUNICATIONS, AT

LEAST DAILY, WITH THE ON-SITE CONTRACTING OFFICER OR HIS/HER

AUTHORIZED REPRESENTATIVE TO DISCUSS DETAILS OF

IMPLEMENTATION, ORDER OF WORK, METHODS OF MINIMIZING

ENVIRONMENTAL IMPACTS AND OTHER RELEVANT COMPONENTS OF

CONSTRUCTION. THERE WILL BE COMMUNICATION WITH THE

ENVIRONMENTAL MONITOR AT LEAST ONCE PER WEEK EITHER IN A

MEETING WITH THE CONTRACTING OFFICER AND CONTRACTOR

REPRESENTATIVE OR INDIRECTLY THROUGH THE CONTRACTING

OFFICER.

3.5. OFF-SITE TRAFFIC RESTRICTIONS AND SITE ACCESS

3.5.1. THE CONTRACTING OFFICER WILL DOCUMENT DESIGNATED ROUTES

AND ENTRY POINTS FOR ACCESS TO THE SITE BY PERSONNEL AND

EQUIPMENT. NO OTHER ROUTE MAY BE USED WITHOUT PRIOR

APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

PROVIDE AND MAINTAIN ALL NECESSARY SIGNS, BARRICADES, AND

OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

PRECAUTIONS FOR THE PROTECTION, CONVEYANCE, AND SAFETY OF

THE PUBLIC.

3.6. CLEANING, TRASH, DEBRIS, AND STORAGE

3.6.1. THE SITE WILL BE KEPT FREE OF TRASH AT ALL TIMES. ALL ITEMS

USED FOR CONSTRUCTION PURPOSES WILL BE REMOVED FROM THE

SITE AT THE COMPLETION OF CONSTRUCTION.

3.6.2. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON

STREETS WILL NOT BE PERMITTED.

3.6.3. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED

OR RINSED INTO A STREET, GUTTER OR STORM DRAIN.

3.6.4. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR

STORAGE OF CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS,

PESTICIDES, OR ANY OTHER MATERIALS THAT HAVE POTENTIAL FOR

BEING DISCHARGED TO THE STORM DRAIN SYSTEM BY WIND OR IN

THE EVENT OF A MATERIAL SPILL.

3.6.5. ALL TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY

COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

3.6.6. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL

NOT DISCHARGE WASH WATER INTO THE STREET GUTTERS OR

DRAINS.

3.7. UTILITY LOCATION

3.7.1. LOCATIONS OF ALL EXISTING UTILITIES MAY NOT BE SHOWN OR ARE

SHOWN AS APPROXIMATE ONLY. THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN WORKING NEAR THE UTILITIES. ANY AND

ALL DAMAGE SHALL BE IMMEDIATELY REPAIRED AND/OR RESTORED

TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/HER

EXPENSE. UTILITIES INCLUDE, BUT ARE NOT LIMITED TO ELECTRICAL,

SEWER, WATER, AND COMMUNICATION.

3.7.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

LOCATION, DEPTH AND HEIGHT. THEIR VERIFICATION SHALL BE

COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE

UTILITY COMPANY. THE CONTRACTOR SHALL COOPERATE WITH

UTILITY OWNERS TO EXPEDITE THE RELOCATION OR ADJUSTMENT OF

THEIR UTILITIES TO MINIMIZE INTERRUPTION OF SERVICE AND

DUPLICATION OF WORK. THE CONTRACTOR SHALL EXERCISE CARE

WHEN WORKING NEAR EXISTING UTILITIES AND SHALL BE

RESPONSIBLE FOR ALL DAMAGE, BREAKS AND/OR LEAKS. IF DAMAGE

OCCURS, THE CONTRACTOR SHALL REPAIR UTILITY AT NO

ADDITIONAL EXPENSE TO THE GOVERNMENT.

3.8. PROPOSED MODIFICATIONS TO PLANS OR SPECIFICATIONS

3.8.1. ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS NEED TO BE

COMPLETED AND/OR APPROVED BY DESIGN ENGINEER AND

CONTRACTING OFFICER PRIOR TO IMPLEMENTATION. NO CHANGE IS

ALLOWED WITHOUT CONTRACTING OFFICER APPROVAL.

3.8.2. SHOULD DISCREPANCIES EXIST BETWEEN ANY ACTUAL ELEVATIONS

OR HORIZONTAL POSITIONS AND THESE PLANS, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

4. PERMITTING

4.1. COMPLIANCE WITH REGULATORY PERMITS

4.1.1. THE CONTRACTOR SHALL COMPLETELY REVIEW, BE FAMILIAR WITH

AND ADHERE TO THE TERMS OF ALL PERMITS AND AGENCY

APPROVALS FOR THIS PROJECT. THE CONTRACTING OFFICER WILL

BE RESPONSIBLE FOR SECURING ALL PERMITS WHICH WILL BE

AVAILABLE FROM THE CONTRACTING OFFICER AND WILL REMAIN AT

THE PROJECT SITE THROUGHOUT THE DURATION OF CONSTRUCTION.

4.2. COMPLIANCE WITH COUNTY AND STATE PERMITS

4.1.1. CONTRACTOR IS RESPONSIBLE FOR ASSISTING WITH ACQUISITION OF

AND COMPLIANCE WITH ANY RELEVANT COUNTY OR STATE PERMITS

NEEDED FOR THE PROPOSED CONSTRUCTION ACTIVITIES INCLUDING,

BUT NOT LIMITED TO, TRAFFIC AND ENCROACHMENT PERMITS

RELATED TO THE DELIVERY AND HAULING OF CONSTRUCTION

EQUIPMENT AND MATERIALS, AND TRAFFIC CONTROL MEASURES

(TRAFFIC SAFETY PLAN). THE CONTRACTOR MUST FOLLOW ALL

PERTINENT REQUIREMENTS FOR HAULING LARGE VEHICLES OR

EQUIPMENT TO THE PROJECT SITE. IF A COUNTY, STATE, OR CITY

ROAD IS USED FOR HEAVY EQUIPMENT TRANSPORT OR WIDE LOADS,

PERTINENT CLEARANCES MUST BE OBTAINED.

5. ENVIRONMENTAL

5.1. AIR QUALITY AND CONSTRUCTION NOISE RESTRICTIONS

5.1.1. THE CONTRACTOR AT HIS/HER OWN EXPENSE SHALL KEEP THE

PROJECT AREA AND SURROUNDING AREAS FREE FROM DUST

NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR

POLLUTION STANDARDS AND REGULATIONS OF THE STATE OF

NEVADA, DEPARTMENT OF HEALTH. THE STATE SHALL INDICATE

SUPPLEMENTARY MEASURES IF REQUIRED.

5.1.2. THE CONTRACTOR SHALL IMPLEMENT MEASURES TO REDUCE

CONSTRUCTION NOISE INCLUDING: ENSURING THAT ALL

CONSTRUCTION EQUIPMENT HAS SOUND-CONTROL DEVICES AT

LEAST AS EFFECTIVE AS THOSE ORIGINALLY SUPPLIED BY THE

MANUFACTURER AND THAT NO EQUIPMENT WITH AN UNMUFFLED

EXHAUST IS OPERATED; LIMITING CONSTRUCTION ACTIVITIES TO

SPECIFIED TIMES; AND PROHIBITING UNNECESSARY WARMING UP,

IDLING, OR ENGINE REVVING OF GAS OR DIESEL POWERED

EQUIPMENT OR VEHICLES.

5.2. CONTAMINATION PREVENTION RESTRICTIONS

5.2.1. THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO AVOID

ANY SPILLS OR LEAKS ON THE SITE FROM PETROLEUM PRODUCTS.

THE CONTRACTOR SHALL PREPARE A SPILL PREVENTION AND

RESPONSE PLAN THAT WILL BE APPROVED BY THE CONTRACTING

OFFICER AND ENVIRONMENTAL MONITOR, AS WELL AS LEAD

AGENCIES. THIS SHALL BE IMPLEMENTED AND ADHERED TO BY THE

CONTRACTOR. AT A MINIMUM, THIS PLAN SHALL REQUIRE THAT

STAGING, STORAGE, AND REFUELING AREAS AND ANY EQUIPMENT

REPAIR OR SIMILAR ACTIVITY TAKE PLACE WHEN EQUIPMENT IS AT

LEAST 100-FEET FROM ANY WETLAND, DITCH, POND, OR FENCED

SENSITIVE AREA. REFUELING SHALL ONLY OCCUR IN AREAS

APPROVED BY THE CONTRACTING OFFICER OR ENVIRONMENTAL

MONITOR. STAGING AND STORAGE AREAS SHALL OCCUR ONLY IN

DESIGNATED AREAS: ANY STAGING OR STORAGE IN WETLANDS OR

OTHER SENSITIVE HABITATS WILL REQUIRE PRIOR APPROVAL FROM

THE CONTRACTING OFFICER OR ENVIRONMENTAL MONITOR.

PROTECTIVE TARPS SHALL BE USED DURING REFUELING OR

EQUIPMENT REPAIR. THE CONTRACTOR SHALL INSPECT AND FULLY

CLEAN UP ANY SUCH LEAKS OR SPILLS THAT OCCUR ON THE SITE.

5.3. CULTURAL RESOURCE RESTRICTIONS

5.3.1. IF ANY ITEMS OF POTENTIAL CULTURAL OR ARCHEOLOGICAL

SIGNIFICANCE ARE ENCOUNTERED DURING EXCAVATION

OPERATIONS, CONSTRUCTION WITHIN THIS AREA SHALL BE HALTED

IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER.

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

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Plot Date: 23 April 2015 - 8:38 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 G002.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

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Plot Date: 23 April 2015 - 8:29 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 C001.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

CIVIL ABBREVIATIONS CIVIL SYMBOLS LEGEND

IRRIGATION BOX

GAS METER

GAS VALVE

WATER METER

WATER VALVE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

WATER TAPPING SADDLE

SEWER MANHOLE

SEWER CLEANOUT

SEWER LAMP HOLE

SEWER VENT

STORM DRAIN MANHOLE

CATCH BASIN

CURB INLET

DRAINAGE INLET

STORM DRAIN CLEANOUT

ELECTRIC VAULT COVER

PULL BOX

HIGH VOLTAGE ELECTRIC

TELEPHONE MANHOLE

POWER POLE

GUY WIRE & ANCHOR

JOINT POLE

STREET LIGHT

ELECTROLIER

TRAFFIC SIGNAL

TRAFFIC SIGNAL

PEDESTRIAN LIGHT

PEDESTRIAN PUSH BUTTON

CROSSWALK DETECTOR

STREET LIGHT PULLBOX

SIGN (AS NOTED)

WHEELCHAIR RAMP

POTHOLE LOCATION

AND NUMBER

BUILDING FACE

AIR RELEASE VALVE

6" CURB & GUTTER

EDGE OF AC PAVEMENT

6" VERTICAL CURB

DOMESTIC WATER MAIN

ELECTRIC LINE

FIRE WATER MAIN

FUEL LINE & FLOW

GAS LINE

IRRIGATION LINE

OVERHEAD WIRES

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

RECYCLED WATER

SANITARY SEWER LINE

SANITARY SEWER FORCE MAIN

STEAM PIPE

STORM DRAIN LINE

STREET LIGHT CONDUIT

TELECOMMUNICATIONS

TELEPHONE LINE

TELEVISION LINE

WATER LINE

UNDERGROUND ELECTRIC

JET FUEL PIPE

TRENCH DRAIN

METAL BEAM GUARD RAIL

SILT FENCE

CHAIN LINK FENCE

FLOW LINE

CONTOUR ELEVATION LINE

CENTER LINE

PROPERTY LINE

MONUMENT LINE

EASEMENT LINE

FINISH GRADE

SURFACE DRAINAGE SLOPE

SPOT ELEVATION

GRADE BREAK

LIMIT OF WORK/GRADING

STATION LINE

C

D

F

NEW EXISTING

C

D

F

CO

NEW EXISTING

ANNOTATION

2+00

DETAIL

NUMBER

X-501

A

X-101

SHEET NUMBER

ON WHICH DETAIL

APPEARS

SECTION

LETTER

SHEET NUMBER

ON WHICH SECTION

APPEARS

DETAIL INDICATOR

SECTION INDICATOR

KEYNOTE CALLOUT

DEMOLITION CALLOUT

1. ABBREVIATIONS AND SYMBOLS ON THIS SHEET APPLY ONLY TO THE CIVIL

DRAWINGS, REFER TO OTHER DISCIPLINES FOR APPLICABLE ABBREVIATIONS AND

SYMBOLS NOT PROVIDED HERE.

2. THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET, THEREFORE, SOME

ABBREVIATIONS AND LEGEND SYMBOLS MAY APPEAR ON THIS SHEET AND MAY NOT

BE UTILIZED ON THIS PROJECT.

3. DO NOT SCALE DRAWINGS.

GENERAL SHEET NOTES

Ø DIAMETER

AB AGGREGATE BASE

ABDN ABANDONED

AC ACRE, ASPHALT CONCRETE

ACP ASBESTOS CEMENT PIPE

ACM ASBESTOS CONTAINING MATERIAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ALGN ALIGNMENT

ARV AIR RELEASE VALVE

ASB AGGREGATE SUBBASE

ASPH ASPHALT

BC BEGIN CURVE

BEG BEGIN

BFP BACK FLOW PREVENTER

BLDC BUILDING CORNER

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DOCK

BOL BOLLARD

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW FINISHED GRADE AT BOTTOM OF WALL

C CONCRETE OR CIVIL

CB CATCH BASIN

C&G CURB AND GUTTER

CG&S/W CURB, GUTTER & SIDEWALK

CI CAST IRON OR CURB INLET

CIP CAST IRON PIPE

CL CENTERLINE

CLR CLEAR

CMN COMMUNICATION

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONST CONSTRUCTION OR CONSTRUCT

CONF CONFORM TO EXISTING

CR CONDENSATE RETURN

CU CUBIC

CY CUBIC YARD

D= DELTA (CURVE)

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DW DOMESTIC WATER

DWG DRAWING

E EASTING COORDINATE, ELECTRIC

EC END CURVE

EG EXISTING GRADE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EP EDGE OF PAVEMENT

EVA EMERGENCY VEHICLE ACCESS

EX,EXIST, EXISTING

(E)

(F) FUTURE

FA FIRE ALARM

F/C,FC FACE OF CURB

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF,FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE, FLANGE

FOUND FOUNDATION

FS FINISHED SURFACE

FT FOOT, FEET

FW FIRE WATER

G GAS, GROUND ELEVATION

GB GRADE BREAK

GCS GROUND CONTROL STATION

GDT GROUND DATA TERMINAL

GI GALVANIZED IRON

GI GREASE INTERCEPTOR

GRD, G GROUND

GV GATE VALVE

HCR HANDICAP ACCESSIBLE RAMP

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HT HEIGHT

HP HIGH POINT

INV INVERT

INST INSTALL

IRR IRRIGATION

JP JOINT POLE

JT JOINT TRENCH

L LEFT

L= LENGTH (CURVE)

LF LINEAR FEET

LAT LATERAL

LIP LIP OF GUTTER

LP LIGHT POLE, LOW POINT

LPFH FIRE HYDRANT

LS LANDSCAPE

LSA LANDSCAPE ARCHITECT

MA MEDICAL AIR

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MF MEDIA FILTER

MH MANHOLE

MIN MINIMUM

MPVC MIDPOINT OF VERTICAL CURVE

MON MONUMENT

N NORTHING COORDINATE

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OHE OVERHEAD ELECTRIC

O.R. OFFICIAL RECORDS

(P) PROPOSED

P PAVEMENT ELEVATION

PA PLANTER AREA

PB PULL BOX

PCC POINT OF COMPOUND CURVATURE

PORTLAND CEMENT CONCRETE

PE PLAIN END

PED PEDESTRIAN

PERF PERFORATED

PH POTHOLE

PID POINT ID

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PM PARKING METER

PMH POWER MANHOLE

POC POINT ON CURVE

POI POINT OF INTERSECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRUE PRIVATE UTILITY EASEMENT

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE PIPE

R RIGHT

R= RADIUS (CURVE)

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

RJ RESTRAINED JOINT

RP RADIUS POINT

RPBFP REDUCED PRESSURE BACKFLOW

PREVENTER

RPPA REDUCED PRESSURE PRINCIPLE

ASSEMBLY

RSC RECEIVING AND SUPPORT CENTER

R/W, ROW RIGHT OF WAY

S SOUTH, SLOPE

SB SEDIMENT BASIN

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

SDCO STORM DRAIN CLEANOUT

SF SILT FENCE

SG SUBGRADE

SHLDR SHOULDER

SHT SHEET

SL STREETLIGHT

SMH SIGNAL MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSFM SANITARY SEWER FORCE MAIN

SSMH SANITARY SEWER MANHOLE

SSPS SANITARY SEWER PUMP STATION

STA STATION

STD STANDARD

S/W SIDEWALK

T TELEPHONE

TC TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TFC TOP FACE OF CURB

THK THICK

TOD TOP OF DOCK

TOE TOE OF SLOPE

TW,TOW TOP OF WALL

TS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

U/G UNDERGROUND

VC VERTICAL CURVE

W WEST, WATER

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

YDS YARDS

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

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Plot Date: 23 April 2015 - 8:28 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 C101.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

0 40'20'

1"=20'

EXISTING CONDITION SITE PLAN

N

SURVEY CONTROL

SHEET GENERAL NOTES

1. LOCATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ARE FROM BEST

INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT

GUARANTEED.

1. SURVEY PREPARED BY:

G.C.WALLACE, INC.

1555 SOUTH RAINBOW BOULEVARD

LAS VEGAS, NEVADA 89146-2903

PHONE (702) 804-2000

2. SURVEY PERFORMED ON OCTOBER 27, 2014.

3. HORIZONTAL DATUM: NEVADA EAST 2701, US STATE PLANE 1983.

4. VERTICAL DATUM:

BENCHMARK

NORTH LAS VEGAS VERTICAL CONTROL POINT "NLVBM 9235NWW6", BEING A RIVIT AND

ROUND ALUMINUM DISK, STAMPED “NORTH LAS VEGAS BM NO. NLV9235NWW6” ,

LOCATED IN TOP OF HEADWALL APPROX. 475 FEET NORTHEAST OF THE INTERSECTION

OF LAS VEGAS, BLVD. AND HOLLYWOOD BLVD.

ELEVATION: 1908.61 (FEET) 581.746 (METERS)

CITY OF LAS VEGAS VERTICAL CONTROL REVISON DATE 11/01/2006 NORTH AMERICAN

VERTICAL DATUM OF 1988

5. SURVEY PREPARED USING GPS AND CONVENTIONAL GROUND METHODS

6. SET BENCHMARKS:

POINT # 3000003, SET 'HUB & TACK'

POINT #3000002, SET ‘HUB & TACK’

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

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Plot Date: 23 April 2015 - 8:27 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 C111.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

0 20'10'

1"=10'

C-111

SITE DEMOLITION PLAN

N

SHEET GENERAL NOTES

1. THE CONSTRUCTION MANAGEMENT ENGINEER (CME) IS THE COORDINATOR BETWEEN

THE CONTRACTOR AND ACTIVITY. NOTIFY THE CME PRIOR TO COMMENCING THE

ACTIVITY. COORDINATE ALL WORK WITH THE CME TO ENSURE THAT CONSTRUCTION

ACTIVITIES DO NOT INTERFERE WITH BASE OPERATIONS.

2. CONTRACTOR SHALL CONFIRM ALL NECESSARY PERMITS AND APPROVALS ARE

OBTAINED PRIOR TO STARTING ANY WORK.

3. CONTRACTOR SHALL COORDINATE WITH AGENCIES PRIOR TO BEGINNING

DEMOLITION/CONSTRUCTION OPERATIONS.

4. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS PRIOR

TO THE START OF CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE CME FOR CLARIFICATION.

5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES ARE NOT

COMPLETELY SHOWN ON THE PLANS. CONTRACTOR IS TO PERFORM INVESTIGATION

TO DETERMINE THE UNDERGROUND CONDITIONS OF THE SITE TO SUPPORT THEIR

DESIGN AND CONSTRUCTION ACTIVITIES. A UNDERGROUND POTABLE WATER LINE AND

UNDERGROUND TELEPHONE LINE MUST BE RELOCATED TO CLEAR THE FOOTPRINT OF

THE NEW BUILDING ADDITION.

6. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING

OFFICER IF ANY HISTORIC ITEMS ARE ENCOUNTERED.

7. EXISTING UTILITIES SHALL REMAIN IN SERVICE AND IN PLACE UNLESS NOTED

OTHERWISE. INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND SHALL BE

DONE AT THE CONTRACTOR'S EXPENSE AND ONLY WITH THE APPROVAL OF

CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SHEETING AND BRACING

ANY EXCAVATION AS REQUIRED AND STABILIZING THE EXISTING GROUND TO PROVIDE

A SAFE AND SECURE WORK ENVIRONMENT THAT WILL MINIMIZE THE POTENTIAL FOR

SLIDING, CAVE-INS, SETTLEMENT, AND TO SUPPORT EXISTING STRUCTURES,

POWER/TELEPHONE POLES, AND OTHER FACILITIES.

9. RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL EXISTING IMPROVEMENTS

DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES INCLUDING PAVEMENTS,

EMBANKMENTS, DRIVEWAYS, CURBS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES,

FENCES, ETC.

10. PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL REVIEW THE ASBESTOS

SURVEY RECOMMENDATION AND REMOVE AND DISPOSE OF ANY MATERIAL PER

SPECIFICATION SECTION 024119 SELECTIVE DEMOLITION.

DEMOLITION NOTES

1. CLEAR AND GRUB SITE TO EXTENTS 5-FEET BEYOND NEW IMPROVEMENTS.

2. REMOVE AND SALVAGE EXISTING LANDSCAPE GRAVEL TO EXTENTS SHOWN. RESTORE

IN PLACE AFTER COMPLETION OF IMPROVEMENTS.

3. SAWCUT AND REMOVE 18 L.F. EXISTING CONCRETE CURB AND GUTTER AS LOCATED BY

CIVIL SITE PLAN FOR NEW CURB RAMP INSTALLATION.

4. SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER, 6 L.F., CENTERED ON

NEW BURIED WATER PIPE.

5. DEMOLISH AND REMOVE ABANDONED UNDERGROUND FUEL PIPE, OVER-EXCAVATE

TRENCH AND REPLACE WITH STRUCTURAL SOIL / ENGINEERED FILL, 75 L.F. CUT AND

PLUG AT REMAINING ENDS PER DETAIL 9/C-501.

6. REMOVE AND SALVAGE EXISTING JP-8 FUEL BURIED PIPE IDENTIFICATION MARKERS.

RETURN TO GOVERNMENT OR AS DIRECTED BY CONTRACTING OFFICER.

7. PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.

8. SAWCUT AND REMOVE EXISTING CONCRETE CURB, 6 L.F., CENTERED ON NEW BURIED

WATER PIPE.

9. DEMOLISH AND REMOVE EXISTING CONCRETE PAD ON GRADE.

10. PROTECT-IN-PLACE EXISTING IRRIGATION VALVE AND PIPING. REPAIR ANY DAMAGED

OR INTENTIONALLY REMOVED SEGMENT OF PIPING AT NEW WATER MAIN CROSSING.

11. PROTECT-IN-PLACE EXISTING 8" WATER MAIN, GATE VALVE, AND FIRE HYDRANT.

12. SAW CUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, 20-FOOT WIDE

CENTERED ON NEW BURIED WATER PIPE.

LEGEND

EXTENTS OF CLEAR AND GRUB

EXTENTS OF DEMOLISH AND REMOVE

DEMOLISH AND REMOVE OR ABANDON-IN-PLACE EXISTING

UTILITY LINE AS NOTED

CAUTION: EXISTING

UNDERGROUND HIGH VOLTAGE

AND TELECOMMUNICATION DUCTS

EXISTING BUILDING 2064

CONTROL TOWER

EXISTING

EQUIPMENT YARD

P

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T

A

D i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

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Plot Date: 23 April 2015 - 8:22 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 C121.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

0 20'10'

1"=10'

C-121

CIVIL SITE PLAN

N

SHEET GENERAL NOTES

1. THE CONSTRUCTION MANAGEMENT ENGINEER (CME) IS THE COORDINATOR BETWEEN THE

CONTRACTOR AND ACTIVITY. NOTIFY THE CME PRIOR TO COMMENCING THE ACTIVITY. COORDINATE

ALL WORK WITH THE CME TO ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH

BASE OPERATIONS.

2. CONTRACTOR SHALL CONFIRM ALL NECESSARY PERMITS AND APPROVALS ARE OBTAINED PRIOR TO

STARTING ANY WORK.

3. CONTRACTOR SHALL COORDINATE WITH AGENCIES PRIOR TO BEGINNING

DEMOLITION/CONSTRUCTION OPERATIONS.

4. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS PRIOR TO THE START

OF CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE CME FOR CLARIFICATION.

5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES ARE NOT COMPLETELY

SHOWN ON THE PLANS. CONTRACTOR IS TO PERFORM INVESTIGATION TO DETERMINE THE

UNDERGROUND CONDITIONS OF THE SITE TO SUPPORT THEIR DESIGN AND CONSTRUCTION

ACTIVITIES. A UNDERGROUND POTABLE WATER LINE AND UNDERGROUND TELEPHONE LINE MUST BE

RELOCATED TO CLEAR THE FOOTPRINT OF THE NEW BUILDING ADDITION.

6. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF ANY

HISTORIC ITEMS ARE ENCOUNTERED.

7. EXISTING UTILITIES SHALL REMAIN IN SERVICE AND IN PLACE UNLESS NOTED OTHERWISE.

INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE AT THE

CONTRACTOR'S EXPENSE AND ONLY WITH THE APPROVAL OF CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SHEETING AND BRACING ANY

EXCAVATION AS REQUIRED AND STABILIZING THE EXISTING GROUND TO PROVIDE A SAFE AND

SECURE WORK ENVIRONMENT THAT WILL MINIMIZE THE POTENTIAL FOR SLIDING, CAVE-INS,

SETTLEMENT, AND TO SUPPORT EXISTING STRUCTURES, POWER/TELEPHONE POLES, AND OTHER

FACILITIES.

9. RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL EXISTING IMPROVEMENTS DAMAGED AS A

RESULT OF CONSTRUCTION ACTIVITIES INCLUDING PAVEMENTS, EMBANKMENTS, DRIVEWAYS,

CURBS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES, FENCES, ETC.

10. PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL REVIEW THE ASBESTOS SURVEY

RECOMMENDATION AND REMOVE AND DISPOSE OF ANY MATERIAL PER SPECIFICATION SECTION

024119 SELECTIVE DEMOLITION.

KEYNOTES

1. INSTALL TAPPING SADDLE AT EXISTING UNDERGROUND 8" WATER MAIN FOR NEW 8" WATER MAIN TO

WATER STORAGE TANKS.

2. NOT USED.

3. NOT USED.

4. INSTALL NEW REINFORCED CONCRETE PAD ON GRADE TO REPLACE EXISTING PAD IN KIND REMOVED

FOR THE NEW WATER LINE INSTALLATION. SEE DETAIL 2/S-501.

5. INSTALL NEW 8" GATE VALVE WITH RISER MANHOLE. SEE DETAIL 4/C-501.

6. NOT USED.

7. NOT USED.

8. NOT USED..

9. INSTALL NEW 8"x8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 5/C-501.

10. INSTALL NEW 8" 90° ELBOW WITH THRUST BLOCK. SEE DETAIL 5/C-501.

11. INSTALL NEW 8" FLEX COUPLING ADAPTER (NOT SHOWN ON PLAN) AT POINT OF CONNECTION WITH

NEW BOOSTER PUMP STATION SUCTION INLET. SEE DETAIL 4/C-502.

12. INSTALL NEW 8" FLEX COUPLING ADAPTER (NOT SHOWN ON PLAN) AT POINT OF CONNECTION WITH

NEW BOOSTER PUMP STATION DISCHARGE OULET. SEE DETAIL 5/C-502.

13. INSTALL NEW POST INDICATOR VALVE ON NEW 8" WATER MAIN TO CONTROL TOWER, BUILDING 2064.

SEE DETAIL 8/C-501.

14. INSTALL NEW BURIED 8" WATER MAIN. SEE TRENCH DETAIL 1/C-501.

15. INSTALL NEW CONCRETE CURB RAMP FOR MAINTENANCE VEHICLE ACCESS. SEE DETAIL 1/C-502.

16. INSTALL NEW REINFORCED CONCRETE PAD ON GRADE CENTERED ON PUMP STATION EXTERIOR

DOORS. LOCATIONS TO BE VERIFIED WITH FIRE PUMP BUILDING MANUFACTURER. SEE DETAIL

1/S-111.

17. INSTALL NEW 4" SANITARY SEWER WITH CLEANOUT. POINT OF CONNECTION LOCATION TO BE

VERIFIED WITH FIRE PUMP BUILDING MANUFACTURER. TIE-IN TO EXISTING 8" SANITARY SEWER. SEE

DETAIL 6/C-501.

18. NEW FIRE PUMP BUILDING PACKAGE UNIT. SEE SHEET FP-201.

19. INSTALL NEW REINFORCED CONCRETE FOUNDATION FOR NEW BOOSTER PUMP STATION BUILDING.

SEE DETAIL 1/ S-111.

20. INSTALL NEW 4x6 PRESSURE TREATED WOOD HEADER. SEE DETAIL 6/C-502.

21. RE-GRADED EXISTING SOIL TO DRAIN AWAY FROM BOOSTER PUMP STATION FOUNDATION, 1%

MINIMUM SLOPE SURFACE. INSTALL 1/2" TO 3/4" GRAVEL, 6" THICK MINIMUM, COMPRESS TO 95%

RELATIVE COMPACTION. STRAIGHT GRADE TO FINISH GRADES AS SHOWN ON PLAN.

22. RESTORE SALVAGED LANDSCAPE GRAVEL TO AREA AFTER COMPLETION OF CONSTRUCTION.

23. INSTALL NEW REPLACEMENT SECTION OF REINFORCED CONCRETE CURB AND GUTTER TO MATCH

EXISTING. SEE DETAIL 2/C-502.

24. INSTALL NEW REPLACEMENT SECTION OF REINFORCED CONCRETE CURB TO MATCH EXISTING. SEE

DETAIL 3/C-502.

25. PATCH REPAIR ASPHALT CONCRETE OVER NEW WATER MAIN TRENCH. SEE DETAIL 3/C-501.

26. INSTALL P-TRAP IN DRAIN LINE. SEE DETAIL 7/C-501.

F

L

O

W

11 10

12 10

SEE SHEET FP-101

FOR CONTINUATION

OF 8" WATER MAIN

CAUTION: EXISTING

UNDERGROUND HIGH VOLTAGE

AND TELECOMMUNICATION DUCTS

EXISTING PARKING

NEW PAD MOUNTED TRANSFORMER

SEE ELECTRICAL SHEETS

FG 1844.25

TOP OF CONC

FG 1844.25

TOP OF CONC

FG 1843.25

TOP OF GRAVEL

FG 1844.25

TOP OF CONC

FG 1844.25

TOP OF CONC

FG 1843.20

TOP OF GRAVEL

FG 1843.01

TOP OF HEADER

FG 1841.75

TOP OF HEADER

MATCH TOP OF CURB

TOP OF HEADER

TOP OF GRAVEL

FG 1843.25

TOP OF RAMP

FG 1842.75

TOP OF GRAVEL

MATCH TOP OF CURB

TOP OF GRAVEL

FG 1843.20

TOP OF GRAVEL

GRADE SLOPE 1% MINIMUM TO DRAIN

GRADE SLOPE 5% MAXIMUM TO DRAIN

CONFORM GRAVEL TO EXISTING TOP OF CURB

CONFORM GRAVEL TO EXISTING TOP OF CURB

CONFORM GRAVEL TO

EXISTING TOP OF CURB

BUILDING 2064

EXISTING FF 1843.72

NEW ELECTRICAL SERVICE

SEE ELECTRICAL SHEETS

EXISTING FIRE

HYDRANT

0 200'100'

1"=100'

C-121

FIRE HYDRANTS LOCATION PLAN

N

P

A

R

K

I

N

G

P

E

R

I

M

E

T

A

D

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

USED FOR STATIC

PRESSURE TESTING

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

S

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Plot Date: 23 April 2015 - 8:21 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 C501.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

NOTES:

1. FULL SIZE CLEANOUTS REQUIRED.

2. PRECAST CONCRETE VALVE BOX SHALL BE RATED FOR H20 LOADING.

3. THE MINIMUM PIPE SIZE SHALL BE DETERMINED FROM THE TOTAL OF ALL

FIXTURE UNITS AND DRAINAGE PIPES CONNECTED IN ACCORDANCE WITH THEIR

LENGTH BUT IN NO CASE SMALLER THAN 6"

C-121

TYPICAL BURIED GATE VALVE INSTALLATION

SCALE: NONE

NOTES:

1. PRECAST CONCRETE VALVE BOX SHALL BE RATED FOR H20 LOADING.

FINISH GRADE

2'-0" SQUARE CONCRETE PAD

PRECAST CONCRETE VALVE BOX WITH

CAST IRON RING AND TRAFFIC COVER

2500 PSI CONC PAD AT GRADE

SLOPE AWAY FROM COVER

2" SQUARE OPERATING NUT

PRECAST CONCRETE VALVE BOX

WITH EXTENSIONS AS REQUIRED

PRE-ENGINEERED SYNTHETIC WOOD BLOCKS

2"x6"x12" LONG ON BACKFILL TO SUPPORT

LOWER HALF OF VALVE BOX. SHAPE BLOCKS

TO FIT AROUND BONNET OR BOX AS REQUIRED

CONCRETE SUPPORT, MINIMUM AREA 2 SQ. FT.

MINIMUM THICKNESS 4 INCHES. DO NOT ENCASE

BELLS, MECHANICAL JOINTS OR FLANGES

BUILDING PAPER BETWEEN VALVE BODY

AND CONCRETE

FABRICATE GALVENIZED STEEL EXTENSION STEM

1/8" GALVANIZED STEEL EYE BOLT FOR VALVE IDENTIFICATION

M I N

C-121

ASPHALT CONCRETE PAVING

PAVING FINISH UTILITY TRENCH

SCALE: NONE

NOTES:

1. PROVIDE ASPHALT CONCRETE PAVEMENT SECTIONS AS FOLLOWS UNLESS MORE STRINGENT

STANDARD IN SPECIFICATION: ROADWAYS AND PARKING: 3" A.C. OVER 12" CLASS 2 BASE ROCK.

INCREASE THE THICKNESS OF ASPHALT CONCRETE AND AGGREGATE BASE TO MATCH EXISTING

WHEN GREATER THAN INDICATED ON THIS DETAIL. ASPHALT CONCRETE SHALL BE HOT MIX TYPE

'A' ASPHALT CONCRETE FOR ROADS, 1/2" MAX. AGGREGATE. FOG SEAL AFTER INSTALLATION.

2. FOR TRENCH DEPTHS GREATER THAN 6.5 FEET, ONLY TOP 5-FEET OF TRENCH SHALL BE 95%

COMPACTED SELECT SAND BACKFILL. THE REMAINDER SHALL BE 90% COMPACTED SAND

BACKFILL.

3. SEE ELECTRICAL SHEETS FOR CONDUITS AND DUCT BANK TRENCH BEDDING DETAIL.

M I N

6"

MIN.

DETECTABLE WARNING TAPE

PIPE

O.D.

6"

MIN.

P I P

E

O D

M

I N

10' MIN.

TYPICAL

NATIVE SOIL BACKFILL

PROVIDE #10 AWG SHEILDED COPPER WIRE TAPED

TO TOP OF PIPE AT 3 FOOT INTERVALS FOR ALL

NON-METALLIC PIPES

SAND BEDDING MATERIAL (95% COMPACTION)

UTILITY PIPE, SEE NOTE 3

SAWCUT PAVEMENT EACH SIDE OF

TRENCH 10-FEET FROM TRENCH

EDGE. REMOVE PAVEMENT AND

BASEROCK, REPLACE AND

RECOMPACT BASROCK, TACKCOAT

EDGE AND REPAVE

ASPHALT CONCRETE THOROUGHLY COMPACTED

24" MINIMUM

CLSM PLUG

PIPE TO BE ABANDONED IN PLACE

BULKHEAD (SAND BAGS OR

EQUIVALENT BACKER)

NOTE:

1. PLUG REQUIRED ONLY AT OPEN END(S) OF PIPE.

C-121

SANITARY SEWER CLEANOUT

AND CONNECTION TO EXISTING MAIN

SCALE: NONE

C-121

PLUG ABANDONED PIPE

SCALE: NONE

FM

UL

OPEN

GATE VALVE

8" WATER MAIN

POST INDICATOR VALVE

WITH TAMPER SWITCH,

WRENCH, AND PAD LOCK

CONDUIT AND SIGNAL

WIRING. SEE FA-SHEETS

FINISH GRADE

C-121

POST INDICATOR VALVE

SCALE: NONE

FINISH GRADE

2'-0" SQUARE CONCRETE PAD

PRECAST CONCRETE VALVE BOX WITH

CAST IRON RING AND TRAFFIC COVER

2500 PSI CONC PAD AT GRADE

SLOPE AWAY FROM COVER

4" RISER PIPE

4"x4" 45° WYE

4" PIPE

45° WYE

EXISTING SANITARY SEWER

FLOW

CUT END

FINISH GRADE

2'-0" SQUARE CONCRETE PAD

PRECAST CONCRETE VALVE BOX WITH

CAST IRON RING AND TRAFFIC COVER

2500 PSI CONC PAD AT GRADE

SLOPE AWAY FROM COVER

FLOW

4" P-TRAP

THREADED CAP

THREADED CAP

C-121

PC-121TRAP

SCALE: NONE

4" RISER PIPE

4" PIPE

SLOPE 1/4" PER FOOT

MINIMUM (TYPICAL)

4" PIPE

SLOPE 1/4" PER FOOT

MINIMUM (TYPICAL)

NOTES:

1. THRUST BLOCKS FOR HORIZONTAL BENDS AND LOWER VERTICAL

BENDS

2. BASED ON A MAXIMUM TEST PRESSURE = 1.5 x 150 PSI = 225 PSI.

ADJUST BEARING AREA PROPORTIONALLY FOR HIGHER TEST

PRESSURES.

3. ASSUMED SOIL BEARING PRESSURE = 2000 PSF, LOWER SOIL

BEARING PRESSURE REQUIRES DIRECTLY PROPORTIONALLY LARGER

BEARING AREAS.

4. BEARING AREA = 'A' x 'B'

5. 'C' SHALL BE GREATER THAN 'A'/2 AND 'B'/2.

6. PIPELINES WITH RESTRAINED JOINTS SYSTEM APPROVED BY THE

ENGINEER DO NOT REQUIRE THRUST BLOCKS.

7. BOND BREAKER SHALL BE 3 LAYERS OF 15 LB FELT OR EQUAL.

8. THIS DETAIL APPLIES TO DUCTILE IRON, C-900 PVC, STEEL, AND

ASBESTOS CEMENT PIPELINES.

NOMINAL

PIPE SIZE

(INCHES)

MAXIMUM

PIPE OD

(INCHES)

REQUIRED BEARING AREA (SQ FT)

FOR DEFLECTION ANGLE

ELEVATION SECTION

PLAN SECTION

HORIZONTAL BENDS

LOWER VERTICAL BENDS

P

I

P

D

M

I

N

D

E

F

L

E

C

T

I

O

N

A

N

G

L

E

B

A

R

I

N

G

P

R

E

S

S

U

R

E

M

I

N

CONCRETE

THRUST BLOCK

'C'

NOTE 5

M

I

N

UNDISTURBED

EARTH OR

SUBGRADE

M I N

BOND

BREAKER

P

I

D

N

M

I

N

B

A

R

I

N

G

P

R

E

S

S

U

R

E

CONCRETE

THRUST BLOCK

D

E

F

L

E

C

T

I

O

N

A

N

G

L

E

'B BEARING

PRESSURE

BOND

BREAKER

UNDISTURBED

EARTH OR

SUBGRADE

C-121

TYPICAL THRUST BLOCKS

SCALE: NONE

NOTES:

1. FULL SIZE CLEANOUTS REQUIRED.

2. PRECAST CONCRETE VALVE BOX SHALL BE RATED FOR H20 LOADING.

3. THE MINIMUM PIPE SIZE SHALL BE DETERMINED FROM THE TOTAL OF ALL

FIXTURE UNITS AND DRAINAGE PIPES CONNECTED IN ACCORDANCE WITH THEIR

LENGTH BUT IN NO CASE SMALLER THAN 6"

PRE-ENGINEERED SYNTHETIC WOOD BLOCKS

2"x6"x12" LONG ON BACKFILL

PRE-ENGINEERED

SYNTHETIC WOOD BLOCKS

2"x6"x12" LONG ON BACKFILL

M I N

6"

MIN.

DETECTABLE WARNING TAPE

PIPE

O.D.

6"

MIN.

P I P

E

O D

M

I N

NATIVE SOIL BACKFILL

PROVIDE #10 AWG SHEILDED COPPER WIRE TAPED

TO TOP OF PIPE AT 3 FOOT INTERVALS FOR ALL

NON-METALLIC PIPES

SAND BEDDING MATERIAL (95% COMPACTION)

UTILITY PIPE, SEE NOTE 2

C-121

UN-PAVED FINISH UTILITY TRENCH

SCALE: NONE

NOTES:

1. FOR TRENCH DEPTHS GREATER THAN 6.5 FEET, ONLY TOP 5-FEET OF TRENCH SHALL BE 95%

COMPACTED SELECT SAND BACKFILL. THE REMAINDER SHALL BE 90% COMPACTED SAND

BACKFILL.

2. SEE ELECTRICAL SHEETS FOR CONDUITS AND DUCT BANK TRENCH BEDDING DETAIL.

C-121

CONCRETE FINISH UTILITY TRENCH

SCALE: NONE

NOTES:

1. WHERE EXISTING PAVEMENT IS PORTLAND CEMENT CONCRETE, TRENCH SAWCUT WILL BE

WITHIN 30" OF EXISTING CONCRETE JOINT, REMOVE AND REPLACE CONCRETE TO JOINT. MATCH

EXISTING FINISH, REINFORCEMENT, AND THICKNESS (MINIMUM THICKNESS 4").

2. FOR TRENCH DEPTHS GREATER THAN 6.5 FEET, ONLY TOP 5-FEET OF TRENCH SHALL BE 95%

COMPACTED SELECT SAND BACKFILL. THE REMAINDER SHALL BE 90% COMPACTED SAND

BACKFILL.

3. SEE ELECTRICAL SHEETS FOR CONDUITS AND DUCT BANK TRENCH BEDDING DETAIL.

M I N

6"

MIN.

DETECTABLE WARNING TAPE

PIPE

O.D.

6"

MIN.

P I P

E

O D

M

I N

NATIVE SOIL BACKFILL

PROVIDE #10 AWG SHEILDED COPPER WIRE TAPED

TO TOP OF PIPE AT 3 FOOT INTERVALS FOR ALL

NON-METALLIC PIPES

SAND BEDDING MATERIAL (95% COMPACTION)

UTILITY PIPE, SEE NOTE 3

SAWCUT, SEE NOTE1

PORTLAND CEMENT CONCRETE

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

S

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Plot Date: 23 April 2015 - 8:30 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 C502.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

NOTES:

1. DIMENSIONS SHOWN ARE APPROXIMATE TO EXISTING. NEW CURB AND

GUTTER DIMENSIONS SHALL CONFORM TO AND MATCH EXISTING.

2. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM

ADJOINING SIDEWALK OR CONCRETE SLABS.

3. FINISH ADJOINING GROUND FLUSH WITH TOP OF CURB.

2'-0"

7"

6"

#4 @ 12"

3 - #4 CONTINUOUS

1" RADIUS

1/2" RADIUS

12" MINIMUM SCARIFY & RECOMPACT

TO 95% RELATIVE COMPACTION

AGGREGATE BASE COMPACT TO 95%

RELATIVE COMPACTION

C-121

CONCRETE CURB AND GUTTER

SCALE: NONE

7"

6"

#4 @ 12"

2 - #4 CONTINUOUS

1" RADIUS

1/2" RADIUS

12" MINIMUM SCARIFY & RECOMPACT

TO 95% RELATIVE COMPACTION

AGGREGATE BASE COMPACT TO 95%

RELATIVE COMPACTION

C-121

CONCRETE CURB

SCALE: NONE

NOTES:

1. DIMENSIONS SHOWN ARE APPROXIMATE TO EXISTING. NEW CURB

DIMENSIONS SHALL CONFORM TO AND MATCH EXISTING.

2. CURB SHALL BE CONSTRUCTED SEPARATELY FROM ADJOINING

SIDEWALK OR CONCRETE SLABS.

3. FINISH ADJOINING GROUND FLUSH WITH TOP OF CURB.

2'-0"

7"

4:1 BATTER

1" RADIUS

6"

EXISTING GRADE

4'-0"

#4 @ 8" EACH WAY

CENTER IN SLAB

TOP OF EXISTING ADJACENT CURB

CONFORM TO EXISTING

AC PAVEMENT

2'-0"

KEYWAY AT JOINT

12" MINIMUM SCARIFY & RECOMPACT

TO 95% RELATIVE COMPACTION

AGGREGATE BASE COMPACT TO 95%

RELATIVE COMPACTION

NOTES:

1. DIMENSIONS SHOWN ARE APPROXIMATE TO EXISTING. NEW CURB AND GUTTER DIMENSIONS SHALL CONFORM

TO AND MATCH EXISTING.

2. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM ADJOINING SIDEWALK OR CONCRETE SLABS.

C-121

CURB RAMP

SCALE: NONE

PLAN

FACE OF CURB ELEVATION

#4 x 12" DOWEL

DRILL AND EPOXY EMBED

INTO EXISTING CURB

2 PLACES EACH SIDE

1'-0" 8'-0" 1'-0"3'-0" 3'-0"

GUTTER

3" CURB

6"

CURB

6"

CURB

FACE OF CURB

FLOWLINE GUTTER

S L O

P E

TOP OF CURB

EXISTING CURB

EXISTING

CURB AND

GUTTER

#4 @ 12"

3 - #4 CONTINUOUS

THRUST BLOCK

8" SPOOL

8" FLEX COUPLING ADAPTOR

CONNECT TO PUMP STATION

8" DISCHARGE

WRAP PIPE W/ BUILDING PAPER

AT PENETRATION THROUGH

CONCRETE FOUNDATION

THRUST BLOCK

8" WATER

8" SPOOL

8" FLEX COUPLING ADAPTOR

CONNECT TO PUMP STATION

8" SUCTION

C-121

DISCHARGE PIPE CONNECTION

SCALE: NONE

C-121

SUCTION PIPE CONNECTION

SCALE: NONE

NOTES:

1. VERIFY DISCHARGE PIPING CONNECTION REQUIREMENTS

WITH FIRE PUMP BUILDING MANUFACTURER.

NOTES:

1. VERIFY SUCTION PIPING CONNECTION REQUIREMENTS

WITH FIRE PUMP BUILDING MANUFACTURER.

FIRE PUMP STATION POINT

INTERNAL PIPING

FIRE PUMP STATION POINT

INTERNAL PIPING

FIRE PUMP STATION CONCRETE

FOUNDATION

FLOW FLOW

FIRE PUMP STATION CONCRETE

FOUNDATION

ELEVATION VIEW ELEVATION VIEW

C-121

HEADER BOARD

SCALE: NONE

VARIES

0" MIN. TO 3" MAX.

EXISTING GRADE

4x6 PRESSURE TREATED

WOOD HEADER

FINISH GRADE FLUSH

WITH TOP OF HEADER

NEW GRAVEL PAD

DRIVE 3/4" PIPE FLUSH

WITH TOP OF HEADER

3'-0" LONG x 3/4" Ø SCHEDULE

40 GALVANIZED STEEL PIPE

SPACED AT 4'-0" MAXIMUM.

ADJUST LOCATION AS NEEDED

TO AVOID CONTACT WITH

UNDERGROUND UTILITIES

3/16

3/16

FLEXIBLE COUPLING ADAPTOR

BITUMASTIC OR EPOXY COATING ON SURFACES OF SLEEVE

MECHANICAL LINK SEAL

WATER MAIN

FIRE PUMP STATION CONCRETE FOUNDATION

E Q

U A

L E

Q U

A L

NON-SHRINK EPOXY GROUT IN ANNULAR SPACE

STEEL PIPE, 0.25" WALL THICKNESS

SIZE PER MECHANICAL LINK SEAL MANUFACTURER

3"

TYP.

3/8" STEEL PLATE SEEP RING

C-121

PIPE PENETRATION

SCALE: NONE

C-502

C-502 i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

S

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M e t e r s

Plot Date: 23 April 2015 - 10:40 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 S001.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

STRUCTURAL ABBREVIATIONS STRUCTURAL SYMBOLS LEGEND

ANNOTATION

DETAIL

NUMBER

X-501

A

X-101

SHEET NUMBER

ON WHICH DETAIL

APPEARS

SECTION

LETTER

SHEET NUMBER

ON WHICH SECTION

APPEARS

DETAIL INDICATOR

SECTION INDICATOR

KEYNOTE CALLOUT

DEMOLITION CALLOUT

GENERAL SHEET NOTES

AASHTO AMERICAN ASSOCIATION OF

STATE HIGHWAY AND TRANSPORTATION

OFFICIALS

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

AC AGGREGATE COURSE

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL

INSTITUTE

AITC AMERICAN INSTITUTE OF TIMBER

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APA AMERICAN PLYWOOD

ASSOCIATION

ARCH ARCHITECT/ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

B BOTTOM

B/ BOTTOM OF

BB BOTTOM BARS

BO BOND

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAIL

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C CHANNEL

C/C CENTER TO CENTER

CANT CANTILEVER

CAP CAPACITY

CBC CALIFORNIA BUILDING CODE

CF CUBIC FEET

CHKD CHECKED

CI CONTRACTOR INSTALLED

CJ CONTRACTION/CONTROL JOINT

CL CENTERLINE

CLR CLEAR

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CTR/CTR'D CENTER/CENTERED

d PENNY (NAIL SIZE)

DBL DOUBLE

DEG DEGREES

DET DETAIL

DF DOUGLAS FIR

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISCONT DISCONTINUE

DL DEAD LOAD

DN DOWN

Do DITTO

DP DEEP

DWG DRAWING

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EG FOR EXAMPLE

EL/ELEV ELEVATION

EMBED EMBEDMENT

EN EDGE NAIL

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ETC ET CETERA

EW EACH WAY

EWEF EACH WAY EACH FACE

(E)/EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FF FINISHED FLOOR

FG FINISHED GRADE

FH FULL HEIGHT

FIN FINISH

FL FLOOR

FLG FLANGE

FN FACE NAIL

FND FOUNDATION

FO FACE OF

FOM FACE OF MASONRY

FOW FACE OF WALL

FRMG FRAMING

FS FAR SIDE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GF GOVERNMENT FURNISHED

GR GRADE

GRT GROUT

GSN GENERAL STRUCTURAL NOTES

GYP GYPSUM

HAS HEADED ANCHOR STUDS

HD HAND

HEF HORIZONTAL EACH FACE

HIF HORIZONTAL INSIDE FACE

HK HOOK

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL

HP HIGH POINT

HSS TUBE STEEL

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IE THAT IS

INFO INFORMATION

INT INTERIOR

INTERMED INTERMEDIATE

INTERSECT INTERSECTION

INV INVERT

JST JOIST

JT JOINT

L ANGLE

LBS POUNDS

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONGIT/LONGL LONGITUDINAL

LP LOW POINT

LT LEFT

LWR LOWER

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MC CHANNEL

MCJT MASONRY CONTROL JOINT

MECH MECHANICAL

MFR MANUFACTURER

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MISC MISCELLANEOUS

MLLW MEAN LOWER LOW WATER

MNTG MOUNTING

MO MASONRY OPENING

MOD MODIFIED

MTL METAL

(N) NEW

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPG OPENING

OPP OPPOSITE

PEB PRE ENGINEERED BUILDING

PEMB PRE ENGINEERED METAL BLDG

PL PLATE

PLCS PLACES

PLYWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PT POINT, PRESSURE TREATED

PVMT PAVEMENT

QTY QUANTITY

R/RAD RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RF ROOF

RM ROOM

SCHED/SCH SCHEDULE

SEC SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SP SPACE/SPACES

SPCG SPACING

SPEC SPECIFICATIONS

SST STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

T TOP

T/ TOP OF

T&B TOP AND BOTTOM

TB TOP OF BAR

THK THICK

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UHMW ULTRA HIGH MOLECULAR

WEIGHT

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPR UPPER

UT ULTRASONIC TESTING

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERTICAL INSIDE FACE

VOF VERTICAL OUTSIDE FACE

W/ WITH

W OR WF WIDE FLANGE (BEAM)

WGT WEIGHT

W/O WITHOUT

WP WORK POINT

WS WATERSTOP

WT TEE

& AND

@ AT

° DEGREE

Ø DIAMETER

' FEET

" INCHES

# NUMBER

± PLUS OR MINUS

STEEL IN SECTION

CONCRETE IN SECTION

GROUT IN SECTION

EARTH IN SECTION

1. CONTRACTOR TO COORDINATE ALL STRUCTURAL DOCUMENTS WITH ALL OTHER

DISCIPLINES AND REPORT ANY DISCREPANCIES TO THE OWNER PRIOR TO THE START

OF ANY FABRICATION OR CONSTRUCTION.

2. CONTRACTOR TO COORDINATE ALL NEW WORK WITH EXISTING SITE CONDITIONS AND

REPORT ANY DISCREPANCIES TO THE OWNER PRIOR TO CONSTRUCTION.

3. ABBREVIATIONS ON THIS SHEET APPLY ONLY TO THE STRUCTURAL DRAWINGS, REFER

TO OTHER DISCIPLINES FOR APPLICABLE SYMBOLS NOT PROVIDED HERE

4. THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET, THEREFORE, SOME

ABBREVIATIONS AND LEGEND SYMBOLS MAY APPEAR ON THIS SHEET AND MAY NOT BE

UTILIZED ON THIS PROJECT

5. DO NOT SCALE DRAWINGS

VOID FORM IN SECTION

CMU IN PLAN

CMU IN SECTION

FOOTING

SLAB CONSTRUCTION JOINT

SLAB CONTROL JOINT

i s m f o r r e f e r e n l t h o u e r y e f f o r t h a s b e e n m a s u e a c c u r a c y o f i n f o r m a t i o n e r r o r s a n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a o

B a a l l n o t b e l i a b r a n y e r r o r s o m i s s i o n s o r d a m a g e s t h a t r e s u l t f r o m p r o p r i a t h i s d o c u m e n t

T h i s m a t e r i a l i s

F o r

O f f i c i a l

U l a u t h o r i z e d r e p r o d u c t i o n d i s t r i b u t i o n p u b l i c a t i o n o r e x h i b i t i o n o f t h i s m a t e r i a l i s

S

T R

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P R

O H

I B

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E s t r o y a s

F o r

O f f i c i a l

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C o o r d i n a s t e m

W

U

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Z o n e

N

M e t e r s

Plot Date: 23 April 2015 - 10:40 AM

Cad File No: C:\Users\pjscheetz\Documents\Projects\Nellis Control Tower\06-CAD\Sheets\8411435 S002.dwg

Plotted By: Pat Scheetz

100% SUBMITTAL

STRUCTURAL GENERAL NOTES

GENERAL

1. DESIGN CRITERIA:

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS

UFC 3-301-01 STRUCTURAL ENGINEERING

ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

2. LOADS:

FLOOR LIVE LOADS: 40 PSF (PER BOOSTER PUMP STATION MANUFACTURER)

WIND LOADS:

MAIN FORCE RESISTING SYSTEM:

BASIC WIND SPEED: V = 110 MPH

RISK CATEGORY: IV (ESSENTIAL FACILITY)

EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT: ±0.18

COMPONENTS AND CLADDING WIND PRESSURES: (PRESSURES ARE BASED ON AN EFFECTIVE WIND

AREA OF 10 SQ FT OR LESS - REDUCTIONS MAY BE TAKEN AS ALLOWED BY BUILDING CODE)

SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR: I E = 1.50

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

SS = 0.518 g S1 = 0.169 g

SOIL SITE CLASS: D

SPECTRAL RESPONSE COEFFICIENTS:

SDS = 0.478 g SD1 = 0.239 g

SEISMIC DESIGN CATEGORY: D

ANALYSIS PROCEDURE USED:

EQUIVALENT LATERAL FORCE PROCEDURE

3. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER’S INSTRUCTIONS OR

REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT

AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN.

4. THESE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS

ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE

SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE OWNER’S REPRESENTATIVE.

5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR

CHECKING DIMENSIONS. NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES AND

RESOLVE BEFORE PROCEEDING WITH THE WORK.

6. DO NOT SCALE THE DRAWINGS.

7. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH

MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING

CONSTRUCTION. RETAIN A REGISTERED CIVIL ENGINEER WHOM IS PROPERLY QUALIFIED TO DESIGN

BRACING, SHORING, ETC. VISITS TO THE SITE BY THE OWNER’S REPRESENTATIVE WILL NOT INCLUDE

OBSERVATION OF THE ABOVE NOTED ITEMS.

8. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE

PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT

CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER’S REPRESENTATIVE. DO NOT DEVIATE

FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER’S

REPRESENTATIVE.

9. REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF FLOOR, ROOF AND WALL

OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS.