CODE COMPLIANCE 2013 CALFORNIA BUilUlNG COOE 2013 CALFORNIA RESIDENTIAL CODE 2013 CALFORNIA nUE 24 2013 CALFORNIA FIRE COOE 2013 CALFORNIA ENERGY COOE 2013 CALFORNIA PLUMBING CODE 2013 CALFORNIA MECHANICAL COOE 2013 CALFORNIA ELECTRICAL COOE TIA-222-C COOE

IN THE EVENT Of CONFUO. THE MOST RESTRICTWE COOE SHALL PREVAIL

at&t GENERAL NOTES

THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE. POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED ANO NO COMMERCIAL SIGNAGE IS PROPOSED

PROJECT DESCRIPTION TftT «(WELESS PTOPOSE^ TO BUILI) » H^ROfSS C0»«i«UNC»T10N rtOUVI TMt COPE WU CONSISI or IHE fOllOWNC

«SI»U>TX)N Of 30 - 0 " X 16'-0' (««0 SO n.) CMU EOWPMEMI ENCLOSURE •Oh CHMH INK TOPPER ttiO WOOO TRELUS WSTAUATION Of (1) 65*1 AGL fAU» MONO-BHCWHJX TRU. INSTAUATIOH Of |4) 6 - 0 " P*NEl *WTENH« PER SCaOR lOTV Of |12i WSTAUATWN Of CP% fNTEHWS WSTALLATION Of ('2) REMOTE RAOtO UMTS (RWJl PER SECTOR TOT*i Of (24) INST4UAT10N Of (4) SURGE SUPPRESSOffS INSTALLATION Of (1) 50KIK GENERATOR WTTH SOUND ENCLOSURE INSIDE ACOUSTICAL ABSORBNC CMU WAIL OVERMEAO AC POWER n«3M t«ISTlHC UTILITr POU INSTALUTION Of UNDERGROUND TELCO FROU EXISTINC UTHITr POLE AND THENCHEC' ALONG EXISTING DtSTURBED WRT ROAD NO OAK TREES WIU Bl IMPACTED Of! DAMAGED INSTAUATKIN Of OVERHEAD POWER n?OW EXISTING UllUIY POU TO A ME* WOODEN POU gr THE AiaT EOUIPMEN' AREA

LAKE HENSHAW SD0641

NEW SITE BUILD FA NUMBER: 10099890

26439 HIGHWAY 76

SANTA YSABEL, CA 92070

APPROVALS

THE FOaOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRiBED HEREIN ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE MODIFICATIONS

AT*T COMPUANCE

Alfcl Rf ENGINEER

AT4T OPERATIONS

AT4T PM

CONSTRUCTION

fJTE ACOUISITON

SITE OWNER

DATE

DATE

DATE

DATE

DATE

DATE

DATE

SITE INFORMATION PROPEFTT OWNER VISTA IRRIGATION OlSTRCT

1J9I ENGINEER ST VISTA. CA 920B1

K-'l'. • 'K AT4I WIRELESS S738 PACmC CENTER Bl'VO 'Mi DIECO CA 9JI2I

APPUCAW REPRESENlAirrt MUI TELECOM INC ofWh MIMOSA DRM CAHLSanC. CA 92011

iONWt JURISOKinON COUNTS Of SAN DiECO

ZOrJNC OlSTRCT A-72

LATlTUOt (NAO 851 IT 13' bl 007" N

LONGITUOE (NAC Wl Mff 4S A' 99.^' W

PAPCEl f 143-080 - 30-00

PROPOSED lEASf AREA 4«0 SO n

OCCUPA)Cf CROUP B

CONSTRUCTION TYPE V-B

POWER COMPANY SOGM

TELEPHONE COl*>A»iY AT4I

PROJECT TEAM

PROJECT MANAGER LNSINLEPINC MAP ISA HESIVrRA TUECOM MANACEMENI GROUP MAM TEUCOM INC I495i AVENIDA VENUSTO #8 6886 MIMOSA DRIVE SAN OiEGO. CA 92128 CARLSBAD. CA 92011 PHONE (8581 248 7678 PHONE (760) 672-1905 EMAIL EMAIL EDGAR OPTiyOTEIECOMMANACEMFNTCROUP COM MARISA MERRFRAOMMTEUCOMINC COM

.-L •v..,M,,-.;!. ZONING LWN SMRISEN DANlELlE WEI7MAN MAM TELECOM INC MAM 'CUCOM INC 6686 MIMOSA DRM 6886 muO^ DfiW CARLSBAD. CA 9201! CAfiLSSAO. CA 920! 1 PHONE (B58) 663-J59! PHONE (6191 472-4944 EMAIL EMAIL OANIEUW!I.'MAN«MMIEUCOMINCCOM LYNN 5f/EPT^ENOMMTEUC0MINC COM

Rf LNGINtLR. CONSIRUCHON RAVI JINDAi DENNIS OLSON AlAI COXIMAN NETYIORKS 57M PACFK CENTER a v t i PMONE 1214)557-620i SAN DIECO. CA 92I2I EMAIL 00LS0NOC000l*«NNEr«C*lKS COM EMAIL RJ096DOATT COU

VICINITY MAP

<75

i

DRAWING INDEX SHEH NO: SHEET TITLE

Tl r i lU SHEE'

Cl BOLINOARY SURVEY

7' BOtJNDABY STE PLAN

UTILITY SfTE PIAN

23 s m PLAN

."' EN-AR'l/iD SITE »LAN 74 1 S'CRM WA'ER UANAGewtN' PL*^

Z'. tN_A^GED -OUiPMENI FLAN

.". ENv.ARGft rxiSTlW. ANt Ht» ANTTNflA PI A(i ANfJ ANT^Ti-*" ' fMftXJl-

7 • SiTE ELEVA^ONS

7S '-•It Ei.£VA';ONi,

01 STE DrA:LS

DRIVING DIRECTIONS FROM AT&T OFFICE DIRECTIONS FT»OM AIAT OmCE

HCAD CAST ON OAOnC CENTER BLVD lOWARD PACIfIC MESA BL'/C IU«N RIGHT ONTO PAdflC MESA BLVD lAKE 1-15 N. BEAR VALLEY PXWY. VALLEY CENTER RO AND CA-76 C TO E 2NCi AVE TURN LEFT ONTO PAC»C HEIGHTS BLVO USE THE L E H 2 LANES TO TURN i i n AT THE 1ST CROSS STREET ONTO MIRA MESA BLVD TURN RIGHT TO MERGE ONTO 1-15 N USE TW RIGHT LANE TO TAKE EMT 27 FOR VIA RANCHO PKATY TOWARD FEUCITA PARK/SAN OIEGO WILD ANIMAL PARK uSt THE RIGHT i LANES TO TURN BIGHT ONTO E VIA RANCHO PKHf CONTINUE ONTO BEAR VALLEY CVtfl USE THE RIGHT 2 uANES TO TURN RIGHT ONTO E VALLEY PKWY CONTINUE ONTO VALLEY CENTER RO TURN RIGHT ONTO CA-76 E CONTINUE ON F 2ND AVt TO YOUR DESTINATION TURN RIGHT ONTO E 2N0 AVE TURN LEFT CONTINUE STRAIGHT TURN U n DESTINATION WIU BE ON THE LEH

^^^^^^^^ NOTE

48 HOUf»S PROP TO CiiGCING. CONTRACTOR Il'i »j(*'TW All iiTiifTi' rnuPonF^ Tn LOCATE Aa UNOERGROUNO UTlLtllES

Know what's below. SDC PDS RCVD 08-12-16 Call before you dig. MUP16-009

^ C

NOlfOHLONSmucl lO.

ERO/RP

T1

Vicinity Map

Title Report PRtPARCD Bf CCUKMCMIH [AMD IIU iXWUn oRttn NO o9roo«ei-«o-cuM-a« otiro tm It. x't

Easements Ltsuioiis M r>«y Of IHC ( JBLIC ANT ciismc IIULDS innc MTHX SAID IAMI

Legal Description •u IHAT ast«iM mn iwoii i snwni

IH»I IWni*. OF HmCMO V»U£ K i«l JOSt «5 P«1W ESOtD BV IHI UHllO SUItl a mfKA !0 SiKCSIRt M LA PORH.H C" jmitKl 10. 1880. StOSUtU l£S»«A»r. JO. 1880 N BOW J OF PA1DII5. AI ftO. 8*. «a«C5 cr $M occo coun- cnjfonn* M I K COUHIT or SAH OCW. sirni « C«»OBN«. MSCHKC »S ruuoiB

BCONMNC t l > POMI OH I X M i e i i ' l C i l i n ' eouNOAm UM. 01 SW awCHO VAILI Df 'M l Joa ei lKEH suncHS P-s uo went IHC BWCHO UNC niimECi^ i n cmiCR I M cr i x noii OF MV cr nc CALroNt suit MCHUi mun \ t i >i OUMIPS MAIION i n • o?98. I X M I SCUTH yr 14' icsi i.x«4 m i TO COMH P-I a i te DANCHO, THDKI CONIMMO AICNC IHC BoiMi«i)r UNC or SAC AANCHO SCUIH M'

M' lASI 2.4430 i n l 10 COnCt f - i O SNO >NOI0 n v a O M V H U K , AlCMO M BOUNDARI LM QF SAD SAllOiO SOUIH s r 15' CAST 6.8M FEE' UOK (« LESS 10 AN tlltBStCIlON mlH IK CiNItd I M CT I K SBMI OF •AY c r n c CALTOMA STAU HOnU ' ROuIC I9S Al CNQNCDi'S SIAIUN ] ? : • (9 78. TKHCC LCAIMO I K KUNONIl LM O IHT RAHCHO VALli D( SAN JOSf AHO FOuOMNu AICM I K CQIItll LM CT IM IMXI OF M l

w nt CAUFORMA sTAit nortiAt nojit 191 IH A NO«nnirsiiR\ I cmtrnoi TO I K POM' cr KONHINI-.

NOI IHS couPANr HAS PRCMU SAD CCSCRPIION AS AN ArxoMKOAHcn io« n . PUKFfsc or FAOLIIATIIC MS RIPORI MO MSCXPIDN IS HOI AN MSUCABLl PAROl PlKSUAHI ID nd SueOtlSICH UAP ACT Of nC STAIC C OUF'TMA AND 9 I 0 I U NOI B( RCUQ) IPCH TO CONAl OP rNCIMKR SAC lAND. itNIt APPROtCtl B< TK

AH OOVIPNHO ACOC'

Assessor's Parcel No. 19J-09O-V3

0; ©! © I

9. I I

©I ©I 12 I

I

G:

•UCUSI 19. '9M AS

JANUAS- 78, 19*3 AS

ALIGUSI S 1981 AS

Overall SCALE 1'-150

Site Detail

Legend catxit rAitmit

& ascm itm t

—5 airms

=•= Kmn "a/

• muf IXU n/iftmiam'

i urns" mt

G Ml

o lilllTi nil «r la a s f f t IDS lif a aofi

w IV It SWUCMt nc

n a .T "410**' <:H*KA» UK

1°i»W> IM

V \

ROW t\AAP NO. S-318

Geographic Coordinates at Proposed Mono-Broadleaf Tree

cfeiPCAiiCK ' nt lAnrjDt AND LONCIIUOC aioiiN ABOU ARC ACCURAII IC wnw • / - is itC' HORI.'ONTAII • AND niAT IK i:J»»liC«FS MICtN ABOit ARC ACCURAIl 10 «M» •/• S FECI l«li'KAUI n» nOHiC«IAl \ OAiiM iccccRAmc cooROiNAirs) is « icnus or I K NCi>ni ANTRCAII nAn.>u OF I9&I IHAC as; AMI 'S \ OHHtSStD « OtCRUS n. MNUIIS ( ) AND 5CC0H0S I"), 10 nt KAK51 HlMWtCni C< A SICONO IHI i

\ '

RECORD o r SURVEY

NO. W19

Boundary Detail SCAU r= 1.500' -ROW MAP

NO. S-318 UNETABLI

UNE* DlRECnON LENGTN

11 i ; i f . ' c ' -

a w i i ' j r t ixn'

U sofwaiT mw

f uiTfan SUV

13 SBTJJOT mu-

Ll sKmvoi iisieff

L7 sjT-umt luor

smejot XIIJO'

U wirur mm'

M

Lease Area Detail SCALE l'=3D'

Utility Route/Lease Area

Basis of Bearings

Bench Mark n t CAUFORMA SRAtlAl SfTtSfNa fORS •PHr OFVAnCW • « « 9 « ! fCfl INA'C M l

Date of Survey

«»F/BB(/9<-

pREV : :DATE: : ^ = D E S C R I P T I 0 N BY: —

AT&T AT&T MOBILITY

WI-OPMATION-

LAKE HENSHAW 5D0641

25439 HIGHWAY 76

tiANTA YSABEL. CA ii2070

SAN DIEGC COUNTV

SUBMITTAL

1 0 5 / 1 8 / T 6 TITLE REPORT

0 5 / 2 3 / 1 6 FINAL

. i tH I COWMEN'S

PUNS PREPARED BY:

irCONSULTANT-

cnivnDR S U n V C V I N O , I N C .

rSEAL o r APPROVAL:

TOPOGRAPHIC SURVEY

C-1 1

(E) PROPERTY UNE. TYP

SANTA YSABEL RESERVATION

BOUNDARY SITE PLAN r = iow^ 1

* »-^ ^ ^ t u

S ^ 3: UJ O C3 LU t a CO Q ^ S <

<

1-5

9

Zl

NOTES: 1. TELCO ROUTE WILL BE UNDERGROUND AND ROUTED ALONG EXISTING DISTURBED DIRT ROAD. 2. NO OAK TREES AND ITS ROOTS WILL BE IMPACTED OR DAMAGED 3. POWER ROUTE WILL BE OVERHEAD FROM EXISTING UTILITY POLE.

(P) A T 4 r OVERHEAD POWER LINE (APPROX 240)

(E) LOCATION OF PO»«ER POLE 1611110 -

(E) UTILITY TELCO PaE 11512781. (P) 'AT4T- TELCO P O C.

(P) AT4T 3 WIDE TRENCH FOR ATST UNDERGROUND TELCO ROUTE

AT4T MOBILITY TO PLACE 1-»- DU W MULE TAPE (APPROX, 325-0-)

AT&T MOBILITY TO PLACE 2 x3 HAND HOLE

AT8T MOBILITY TO PLACE 1-« D U W MULE TAPE (APPROX. 325-0-I

\

(E) WATER TANK

(P) AT4T SITE

I r (E) uTiurr

(E) EASEMENT FOR TRANSMISSION AND J»

DISTRIBUTION Of ELECTRICITY — ^ \

1 imzD OMt-W

0 mm •r... -r.

Uw OMMpton om

ERO/RP

Z2 UTIUTY SITE PLAN '• = 2(r r 1

PROJECT DESCRIPTION ATAT WIRELESS PROPOSES TO BUILD A WRELESS COMMUNICATION FACILITY THE SCOPE MLL CONSIST Of THE FOaOWING

• CMU EOUIPMENI ENCLOSURE WITH CHAJN LINK TOPPER AND WOOO TRELLIS • INSTALIADON Of (1) 65n AGL FAUX MONO-BROADIXAF II»EE . INSTALLAIKW OF (4) 6 - 0 " PANEL ANTENNAS PER SECTOR TOTAL OF (12) • INSTALIAHON OF (2) GPS ANTENNAS • INSTAOATION OF (12) REMOTE RADIO UNITS (RRU) PER SECTOR TOTAL OF (24) • INSTAHATIOH OF (4) SURCE SUPPRESSORS . INSTALLATION OF (I) 50KW GENERATOR WITH SOUND ENaOSURE INSIOE

ACOUSTICAL ASSORHNC CMU WAa • OVERHEAD AC POWER FROM EXISTING UTILITY POLE • UNDERCROUND TELCO FROM EXISTING UTIUTY POLE ANO TRENCHED ALONG

EXISTING DISTURBED DIRT ROAD NO OAK TREES WILL BE IMPACTED OR DAMAGED

LEGAL DESCRIPTION PLEASE SEE SHEO ci FOR COMPIHE LEGAL OESCRIPIION

(E) LXATION OF POWER POLE i fei i n o

NOISE COMPLIANCE STATEMENT

I, the owner/provider of the wireless telecommunications facility, understand that the facility proposed at . must comply with Ihe Noise requirements of Zoning Ordinance of the San

Diego County Code of Regulatory Ordinances. Section 1. Title 3. Division 6, Chapter 4. NOISE ABATEMENT AND CONTROL .

I. the owner/provider acknowledges that this project property is Zoned and surrounding properties Zoned and will be required to comply with the one-hour sound level limits ot Chapter 4 as mentioned above Foi this project property, the most stringent daytime hourly limit at any properly line is

SO decibels (dBA) and for nighttime conditions this hourly limit is 4S decibels (dBA) As such, it IS solely the responsibility of the owner/provider to ensure compliance with these standards If the wireless telecommunications facility permitted and installed on the subject property exceed the noise limit requirements I understand that Ihe County of San Diogo will take enforcement action which may require the property owner to alter or remove the wireless lelecommumcations facility(sl.

Signed,

OANIHLLE W E I Z M A N

Najjie (printed! Dale

Signature

(P) ATST OVERHEAD POWER LINE (APPROX. 240 )

(E) UTILITY POWEft POLE #6'1110. (P) 'AT^T' POWER PO.C.

(E) CHAIN UNK FENCE

(E) LOCATION OF POWER POLE

SEE ENLARGED SITE PLAN ON SHEET Z3

(Ej CONCRETE PAD

SITE PLAN • - 2C -C- 1

• IOO* ZD

D • t . /:. OMl- lB

DaKHption • a i i

•.o- rcR :.osr-R.ji--1-:\

ERO/RP

Z3

— (E) TREES. TYP

(P) ATST 3 WIDE TRENCH FOR AT&T UNDERGROUND TELCO ROUTE

AT&T MOBILITY TO PLACE 1-4 DU W. MULE TAPE (APPROX. 325-0")

(P) AT&T OVERHEAD POWER LINE (APPROX 240 )

(P) AT&T ANTENNAS WITHIN NEW 65-0- HIGH MONO-BROADLEAF TREE. SEE PLAN ON SHEET 23

100% ZD

90* ZD 0601-16

R n OW.

O J <y

S ^ < »-•< > - o o

^ ^ 5 - LLI

3 <o S —I ;2 Z 3= UJ O

o y j cDca Q =^ S <

NOI l-Jft CONSIBUCIW

ERC'RP

Z4 ENLARGED SITE PLAN s-ip.r^r 1

BMP LEGEND:

DIRECTION OF LOT DRAINAGE — > — > — >

TABLE I MINIMUM REQUIRED STANDARD CONSTRUCTION:

SS-3

SS-4

SS-7

STRAW OR WOOD MULCH ~SW~SW~

HYDROSEEDING (SUMMER) ~TSP~TSP'-

PHYSICAL STABILIZATION

SC-5

(WINTER)

FIBER ROLLS

SC-6

SC-8

TC-1

~EBM-EBM'

-FR-FR-

GRAVEL OR SAND BAGS o c o o o

GRAVEL OR SAND BAGS o o c o o

STABILIZED CONSTRUCTION ENTRANCE

WM-1

WM-8

WM-5

WM-9

MATERIAL DELIVERY Sc STORAGE

CONCRETE WASTE MANAGEMENT

SOUD WASTE MANACEMENI

SANITARv WASTF MANAGEMENT

TABLE II MINIMUM REQUIRED LOW IMPACT DEVELOPMENT BMPs:

2.2.3

2.2.5

MINIMIZE IMPERVIOUS SURFACE

DRAIN RUNOFF TO PERVIOUS AREAS

STORM WATER QUALITY NOTES CONSTRUCTION BMPS

NOTES 1-7 BELOW REPRESENT KEY MINIMJM REOUIREMENTS FOR CONSTRUCTION BMPS.

1 THIS PROJECT SHALL COMPLY WITH ALL REOUIREMENTS OF THE STATE PERMIT; CAUFORNIA REGIONAL WATER OUALITT CONTROL BOARD AND THF COUNTY OF SAN DIEGO LAND DEVELOPMENT CODF

2 SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT. MUD OR OTHER CONSTRUCTION DEBRIS FROM BDNG TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACIlVirr THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ANY SUCH DEBRIS ThAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR ARER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS

3, ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR B'JILDING MATERIALS THAT ARE INTENDED TO BE L E H UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOU MUST BF PROTECTED EACH DAY WHEN THE PROBABiUTY OF RAIN IS 407. OR GREATER

4, A CONCRnE WASHOUT SHALL BF PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANv CONCRETE

5, ALL EROSION/SEDIMENT CONTROI DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES

6 ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION ANO SEDIMENT TRANSPORT AT ALL TIMES

7. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EOUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT

NOTES:

I SANO OR GRAVEL BAGS AS SHOWN ON SITE PLAN SHALL BE IMPLEMENTED AS NEEDED TO PREVENT SEDIMENT FROM ENTERING INTO STORM DRAIN SYSTEM

2. SANO OR GRAVEL BAGS ARE TO BE INSTALLED PRIOR TO START OF SITE WORK OR UPON REMOVAL OF EXISTING SITE PAVING.

3 SAND OR GRAVEL BAGS ARE TO BE MAINTAINED AND IN OPERABLE CONDITION AND SHALL BE REPLACED iF DAMAGED.

4. THE PRIMARY CONSTRUCTION ACTIVITIES, RELATED MATERIALS, AND WASTES THAT HAVE THE POTENTIAL TO POLLUTE STORM WATER INCLUDE a SOIL DISTURBING ACTIVITIES AND RESULTING EXPOSED SOIL AREAS.

INCLUDING TRENCHING FOR CONDUITS AND CMU WALL FOOTINGS b SLURRIES FROM MORTAR MIXING AND PCC SAW-CuniNG AND

PLACEMENT c SOLID WASTES FROM PCC OEMOUTION AND REMOVAL, SOUND-WALL

CONSTRUCTION, AND FORM WORK d TEMPORARY ON-SITE STORAGE OF CONSTRUCTION MATERIALS,

INCLUDING MORTAR MIX. RAW LANDSCAPING AND SOIL STABILIZATION MATERIAL. TREATED LUMBER. REBAR AND PLATED METAL FENCING MATERIALS

e BMP MATERIALS (GRAVEL BAGS. UOUID COPOLYMER) TREATED LUMBER (MATERIALS ANO WASTES) REINFORCING BAR PCC RUBBLE BLOCK RUBBLE CENERAL LITTER

5 Aa TRENCH SEGMENTS EXCAVATED SHALL BE FILLED AND COVERED WIIHIN A 24-HOUR PERIOD

SAND OR GRAVEL BAGS OVERLAP

TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED

WOVEN FABRIC BAGS MIN. WEIGHT 40 LBS

ELEVATiON

GRAVEL OR SAND BAGS

STORM WATER MANAGEMENT;

EOUiPMENT/POLE ENCLOSURE = ±180 50. FT. TRENCHING UTILITY:

TELCO: = ±2550 50 n .

TOTAL AREA. = ±2730 SQ.

(P) ATST 3' WIDE TRENCH FOR AT&T UNDERGROUND TELCO ROUTE

AT&T MOBILITY TO PLACE 1-4' DU W MULE TAPE (APPROX. 325'-0-)

AT&T MOBILITY TO PLACE 2 x3 HAND HOLE

T

f

-TSP-TSP-

P) AT&T OVERHEAD POWER LINE (APPROX 240)

STORM WATER MANAGEMENT PLAN i- = iO'-(r 2

5 .LLI

S CO 5—I 3 z n UJ O <=> LJJ OcQ 9 :

<3 >_ e/j 3 3 -

<

ERO/RP

Z4.1

16'-0"

(P| AT&T 14-8- X 28 -8- CMU SPLIT FACE BLOCK EQUIPMENT ENCLOSURE WITH CHAINLINK TOPPER AND WOOD SLATS

(P) WOOD TRELUS

(P) AT4T GENERATOR GENERAC UNIT

(P) 4 WIDE STEEL ACCESS DOOR

(P) CONCRETE STOOP. TYP OF 2

(P) CHAIN UNK TOPPER SET

(P) AT&T ETHERNET EQUIPMENT CABINET

(P) A T i T FTE PANEL

(P) AT&T POWER DISTRIBUTION AND MANUAL TRANSFER SWITCH

(P| AT&T AC POWER METER

(P) RECEPTACLE GENERATOR PLUG

(P) 4 WIDE STEEL ACCESS DOOR

IPl STACKED A T i T PURCELL CABINET. TYP. OF 4

(P) AT&T OUTDOOR BATTERY EXPANSION CABINET (ALPHA TE4SV3BI

(P| AT&T OUTDOOR POWER CABINET (ALPHA TB45V3B|

\ Z5 ENLARGED EQUIPMENT PLAN i/ - v-o- 1

PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENTS

SECTOR PROPOSED

ANTE NNA ANTENNA ANTENNA

TRANSMISSION LINES (LENGTH FT * / - ) SECTOR TECHNOLOGY

HAKE / MODEL SZE {4". 6'; 8') AZIMUTH IIP HEIGHT

JUMPER DC CABLE (AWG |8 )

ce Al LTE HPA-33R-BUU-H6 6' 45- 60"-0" < I2 ' + / - 75-

o l / l

A2 UMTS CCI HPA-33R-BUU-H6 6' 45" 60 ' -0 - <12' + / - 75'

ALP

HA

A3 GSM KMW

EPB0-654L8H6 6' 45- 6 0 - 0 ' <12' + / - 75'

ALP

HA

A4 LTE KMW

EPB0-654L8H6 6' 45' 60 ' - 0 ' <12' + / - 75'

• Bl LTE CCI

HBSA-M65R-KU-H6 6" 130- 60 ' -0" <12' + / - 75

• B2 UMTS CCI HBSA-M65R-KU-H6 6' '30- 60 ' -0" <12' + / - 75'

< 83 GSM KMW

EPB0-654L8H6 6' ISO- 6 0 ' - 0 ' <12' * / - 75'

B4 LTE KMW

EPB0-654L8H6 6' ISO' 60 ' -0" <12' • f / - 75'

a: Cl LTE

COMMSCOPE spiNHi-- inf,n.n 6' 3ia 60 ' -0" <1?' - f / - 75'

o

S i n

G2 UMTS COMMSCOPE SBNHH-I06bB 6' •sia 60 ' -0" <12' * / - 75'

C3 GSM KMW

FPBQ-654LaH6 6' 31ff 6 0 ' - 0 ' <12' + / - 75'

C4 LIE - MiV , • •• ' 6' 3icr 60 ' -0* <12' • I - / - 75'

REMOTE RADIO UNIT (RRU)

SECTOR RRU UP OR DOWN RRU COUNT RRU LOCATION

MINIMUM CLEARANCES SECTOR RRU UP OR DOWN RRU COUNT (DISTANCE FROM ANIENNA)

ABOVE BELOW SIDES

c t Al UP 2 <10' 18" 8" 8"

e U J I T .

A?

5 CL

A j

' 1

A4 UP 2 <10' 18" 8" 8"

Bl UP 2 <I0 ' 18" B" 8"

o l_> L ^

B?

£ B3

B4 UP 2 <10' 18" 8" 8 '

a: Cl UP 2 <10' 18" 8 ' 8 '

o C2

C3

C* UP <10' 18" 8" 1 ^ -

NOTE: PROPOSED ANTENNAS, RRUS AND EQUIPMENTS TO BE PAINTED TO MATCH NEW MONO-BROADLEAF TREE AND ADD ANTENNA SOCK TO EACH ANTENNA

(P) AT&T EPBQ-6S4L8H6 PANEL ANTENNA. (2| PER

SECTOR. (4) TOTAL

(P) STACKED AT&T RRUS MOUNTED BEHIND

(P) ANTENNA . (4) PER SECTOR. (12) TOTAL

(P) AT&T 65 -0- HIGH MONO-BROADLEAF TREE

(P) 12 BOTTOM DRIP LINE AT 12 A G L

1 100% ZD OMt-ie

1 U K ZD

I , , . . Oaoiplun ona

-

ERO/HP

Z6 ANTENNA AND RRU SCHEDULE ^-s 1 ENLARGED ANTENNA LAYOUT ' r -- 2

liQIL PROPOSED ANTENNAS. RRUS AND EQUIPMENTS TO BE PAINTED TO MATCH NEW MONO-BROADLEAF TREE AND ADD ANTENNA SOCK TO EACH ANTENNA

T0P0FU0HOBHQ«>LEAF TREE

TOP OF (P) S"fEEL MONOPOLE

d 6i-(r » a

TOPOF(p)iWTEWW*S

CE-rtROFfPiiMTENMLS

BOnriM Of (P) ANTENNAS

e M ' ^ AGI

(P) STACKED AT4T RRUS MOUNTED BEHIND (P) ANTENNA , (4) PER SECTOR, (12| TOTAL

(P) AT&T 6 PANEL ANTENNA. (4) PER SECTOR. (12) TOTAL

(P) AT&T 65-0- HIGH MONO BROADLEAF TREE

(P) WOOD TRELUS TO BE PAINTED BROWN

(P) AT4T GPS ANTENNA. TYP. OF 2

C n 1- «.:;,

(P) AT&T 25 <l CLASS 5 WOODEN SERVICE AND METER POLE

(P) AT&T 14-8 I 28-8- CMU SPLIT FACE BLOCK EQUIPMENT ENCLOSURE WITH CHAINUNK TOPPER AND WOOD SLATS (WALL TO BE PAINTED BEIGE EARTH TONE)

(P) NORTH ELEVATION

NOTE: PROPOSED ANTENNAS. RRUS AND EQUIPMENTS TO BE PAINTED TO MATCH NEW MONO-BROAOLEAF TREE AND ADD ANTENNA SOCK TO EACH ANTENNA

TOPOF M0N&«RO»CL£Af THEE

e65«-*GL

TC*=C< ,P;S-EayONOPOL£

(P) STACKED AT&T RRUS MOUNTED BEHIND (P) ANTENNA . (4) PER SECTOR. (12) TOTAL

(P) AT&T 6 PANEL ANTENNA, (4) PER SECTOR, (12) TOTAL

flei<r*GL

TOP Of (P) ANTENNAS

CEtTER Of 1P| ANTENNAS

J . BOnOM or |P) ANTENNAS

(PI AT&T 25-0- CLASS 5 WOODEN SERVICE AND METER POLE

(P| AT&T 65 -0- HIGH MONO BROADLEAF TREE

(P) AT4T GPS ANTENNA. TYP OF 2

(P) WOOO TRELLIS TO BE PAINTED BROWN

(P) AT&T 14-8- > 28 -8- CMU SPLIT FACE BLOCK EQUIPMENT ENCLOSURE WITH CHAINLINK TOPPER AND WOOD SLATS

(WALL TO BE PAINTED BEIGE EARTH TONE)

Of-CTAGi

(P) EAST ELEVATION

• 100% a ofrwe

«o%a) oMi.te

- , Omat»cii Da

EPO/RP

Z7

NOTE. PROPOSED ANTENNAS. RRUS ANO EQUIPMENTS TO BE PAINTED TO MATCH NEW MONO-BROAOLEAF TREE AND AOD ANTENNA SOCK TO EACH ANTENNA

(P) AT&T SURGE PROTECTOR. TYP OF 4

CHr-CAGl

TOPOf (P)ANTP«WA8 06ir.CA0(

CENTER Of |P| ANTENNAS

OSr^-AOJ

BOnOM Of IP) AN'ENI AS

(P) STACKED AT&T RRUS MOUNTED BEHIND (P) ANTENNA . (4) PER SECTOR, (12) TOTAL

(P) AT&T 6 PANEL ANTENNA (4) PER SECTOR. (12) TOTAL

8i4-0 'AGl

(P) AT&T 25M3- CLASS 5 WOODEN SERVICE AND METER POLE

(P) WOOO TRELUS TO BE PAINTED BROWN

(P) AT&T 14 -8- X 28-8- CMU SPLIT FACE BLOCK

EOUIPMENT ENCLOSURE WITH CHAINLINK TOPPER

AND WOOD SLATS (WALL TO BE PAINTED

BEIGE EARTH TONE)

Tl n n n n' r

(P| AT&T6S-0 HIGH MONO-BROADLEAF TREE

n n r 'n n n n n n

80-0"AGl

- — (P) AT&T GPS ANTENNA. TYP OF 2

5

(P) SOUTH ELEVATION = I'-o* 1

NOTE: PROPOSED ANTENNAS. RRUS ANO EQUIPMENTS TO BE PAINTED TO MATCH NEW MONO-BROADLEAF TREE AND AOD ANTENNA SOCK TO EACH ANTENNA

TOP OF MON(>8ROAOIEAF TREE

TOP Of (P) STEa MONOPOLE Qar-CTAGL

TOP Of (P) AN^NMAS 09(r-(rA(3L

CENTES OF |P) ANTENNAS

©ST-.tTAGl

BOTTOM Of 1P)ANTEW*AS ©M'.{rAGl

(P) STACKED AT&T RRUS MOUNTED BEHIND (P) ANTENNA . (4| PER SECTOR, (12) TOTAL

(P) AT&T 6' PANEL ANTENNA. (4) PER SECTOR. (12) TOTAL

(P) AT4T 65 -0 MIGM MONO-BROADLEAF TREE

(P| WOOD TRELUS TO BE PAINTED BROWN

(P) 4 WIDE STEEL ACCESS DOOR TO

BE PAINTED BEIGE EARTM TONE

1

(P) AT4T 25-0- CLASS 5 WOODEN SERVICE AND METER POLE

(P) AT4T GPS ANTENNA. TYP OF 2

(P| AT4T 14-8- X 28-8- CMU SPLIT FACE BLOCK EQUIPMENT ENCLOSURE WITH CHAINUNK TOPPER AND WOOD SLATS (WALL TO BE PAINTED BEIGE EARTH TONE)

(P| 4 WIDE STEEL ACCESS DOOR TO BE PAINTED TO BROWN

(P) WEST ELEVATION i'4--r.<r

• OMt-K

W%ZD oM'ie

Om

s

s I -T - • C ^ L U

zn UJ O _ o m OS

Q ^ S < Q-

^ 2 - ^

< in

li

Z8

CCI HBSA-M65R.KU-H6 DIMENSIONS (LxWxO) FRONT WIND LOAD SIDE WIND LOAD WEIGHT CONNCaOR

68 1X13 7X8.5 IN (1730x348.216 MM)| 217 LBS O 100 MPH 147 LBS O 100 MPH 44 5 LBS (20 2 KG) 6 X7- I6 DIN FEMALE LONG NECK

• • B

CCI HPA-33R-BUU-H6 DIMENSIONS (LxWxD) SURVIVAL WIND SPEED FRONT WIND LOAD SIDE WIND LOAO WEIGHT CONNECTOR

72.5x23 1x8.8 IN (1841x587x224 MM) > 125 MPH (> 201 KPH) 366 LBS O 100 MPH 164 LBS O 100 MPH 66.6 LBS (30.2 KG) 6 x7-15 DIN FEMALE LONG NECK

ALPHA TE45V3B BAHERY ENCLOSURE

DIMENSIONS, WxDxH- 762x762x1828 8mm (30"x30'x72")

WEIGHT (FULLY LOADED): 1811 LBS

• 0 75 X 2.25 SLOT 4PL

r- i - - f

22.y

ANCHOfMIBfiFM^RLAN

RAYCAP DC6-48-60-18-8F DIMENSIONS. WxDxH (irx18.5"X31,25") NOMINAL OPERATING VOLTAGE. NOMINAL DISCHARGE CURRENT MAXIMUM DISCHARGE CURRENT, MAXIMUM CONTINUOUS OPERATING VOLTAGE VOLTAGE PROTECTION RATING: WIND LOADING:

TOTAL WEIGHT

280x470X794mm

48 VDC 20 kA 8/20MS

60 kA 8/20HS 75 VDC 400 V 150 MPH SUSTAINED (105.7 IBs) 195 MPH GUST (213.6 lbs) 32.8 lbs

OC SURGER SUPPRESOR MOUNTING HARDWARE

(P) SURGE PROTEOOR

(E) MONOPOLE

(P) SIAINLESS STEEl BANDING

MOUNTING

>4n DmnUn Om

(P) ANTENNA SPECIFICATIONS NTS 1 (P) ANTENNA SPECIFICATIONS (P) BATTERY ENCLOSURE SPECIFICATIONS NTS (P) SURGE PROTECTOR SPECIFICATIONS

KMW EPBQ-654L8H6 DIMENSIONS. HxWxD

NE1 WEIGHT WIND LOAD. MAXIMUM

WIND, MAXIMUM CONNECTOR

1954x305x230mm (76.9"x12.0"x9 1") 39,9 kg. (88 0 lbs) 617 7 N 0 150 kph 138.9 IW O 150 kph

(O100 MPH) 014N, 689N, 914N 12 « 4 3-10 (FEMALE;

ANTENNA MOUNTING BRACKFT./MECHANICAI

DOWNTILT. TYP —

2.5" • ANTENNA PIPE. TYP. —, \

PRiJS-n. 1YP

ANTENNA, TYP

ALPHA TE45V3 OUTDOOR POWER ENCLOSURE 762x762x1828 Bmm (30".30"x72'')

ERICSSON LTE CABINET DIMENSIONS. 1*.0»H

WEIGHT (FULLY LOADED) 314 KG (690 LB) (NO BATTERIES OR RECTIRERS) 1040 KG (2300 LB) WITH FULL COMPLEMENT OF GNB BAHERIES 82U KG (1800 LB) WITH fULL COMPLEMENT OF SAFT BATTERIES

• 0 75 >: 2 ?5 SLOT 4Pi

e

• BOLT CENTER OST

ANCHORAGE PLAN

DIMENSIONS, WxDxH;

COLOR

MAXIMUM TEMPERATURE:

SOLAR LOAD

TU ^ f B.O'J CLhItP HSI

6.35x508x762mm (25"x20'.30")

GRAY

46' C

754 W/m ^R(;|55Q^ PURCELL

CABINn STACK MOUNTED

USE HEX BOLT 1/2-13. 1 25" LONG WIIH SPLIT AND LOCK WASHERS

ON 4 PLACES WHERE UFTING EYE BOLTS WERE LOCATED — — _

(P) 14" PLINTH

FRONI '

ANCHORAGE PUN

(P) ANTENNA SPECIFICATIONS NTS (P) ANTENNA/RRU MOUNTING NTS 4 (P) ARGUS POWER PLANT SPECIFICATIONS (P) LTE PURCELL CABINET SPECIFICTIONS NTS in

ERICSSON RRUS-11

DIMENSIONS. WxDxH

POWER CONSUMPTION

TOTAL WEIGHT

IEMPERA1URE

431x184x452mm (1 ;"x7 2'x17 8")

200 WAns

55 lbs

- 4 0 TO 55" e

12 AWG BTCW

( n ^ 3 PLACES)

SECURE ro WALL USING HILTI HY 150 FPOXY

W/MIN 3 1/4" EMBED l'lCB0iil5193) O SOLID

GROlHED CMU

CPS ANTENNA

DIA PIPE

CABLE TO PIPE CONNECTOR BURNDY TYPE GAR

CONTINUOUS BEAD OF SlUCONE SEALANT O TOP OF UNISTRI/T, TYP

CONDUIT CLAMP

NEOPRENE WASHER O THREADED POD, TYP

12' MIN LENCTH UNISTRUT PI000, TYP

1/2" OlA COAXIAL CABLE

(P) RRU SPECIFICATIONS NTS GPS ANTENNA MOUNTING NTS 8

5/8"» HILTI HSLB-MI2/25' ANCHOR BOLI AS PER

MANUFACTURER'S INSTRUCTION

— °LACE SSC ON 1/4" THICK PROViCtD »UBBER BOLI HOLE TEMPLATE

- (P) CABINH BASF PlA^

CONCRETE ANCHOR DETAIL NTS 11

[ P i n i K J * r t t i

• ERO/SP

ERO

S^MNO

D1