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5'
5" WATER I i
5 SHRUBS EACH
PARKING ROW
TU BE REMOVED
EXISTING CURB ALONG FRONTAGE ROAD
- PnST OAK x -- BLOW -OFF ASSEMBL'
PROTECTION F VICE ( SRS`
PROPOSED S 0
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ELECTRICAL, KRIZON
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PHASE TWO
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TREE SI�
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�DEVELOPMEM LINE �' � 8' ELM ��
F ELM 4-/ / I /
DEVELOPMENT ARElx\
176,723 S_F. 4.1 ACR
(20' OFFSET FROM IMPROVEMENT
J'f" r ir irirbi \ 10`POa
OUST tMK I '� 2 ) • /
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35,':r'At'£ HAS E ONE
5`EW TO BE REMOVED POSIOAK � 'f r~' rHr ?��N.iiiS i'i p
Q
i0 BE REMOVED PROTECTION FENCE S r TwRY 15NPGIIO - IC, ' ry q piSr 5 fG 5 8
T'MN 2Da� \\ (500 POINTS) y 5
PHASE ONE TO Bf REMOVED 1 r� �n I"LIESDJOE RROTECTION FENCE
ONE STORY BUILDING O PROTECTION FENCE y pr (2700 POINTS) r aFnpy'y O
FELLOWSHIP y $555
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A PHASE ONE
(300 POINTS)
STORY
29 ONE CLASSROOM
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w2 BUILDING \
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5'CLU (300 POINTS)
6 TU BE kEMOVEU
5' SIDEW }VE TWIN 12'OST OAK TG
DETENTION BASIN
CwuP of AT-U— PHASE O NE
TO RMOVED �' DIANAOE SwALE � i0 BE REMOVED ROCK flIPW3P
10'ELM�� SEE
TO e ORANAG C? 1 ?YAK 1a
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Y"
TO BE REMOVED , )
24' B -B DRIKwnr
+' TO 81 PIC1OVED TwN +E °6W
®'FLAT "EM 1f., ROCK RIP PAP frir (BOO PROT
POINTS FENCE
�„✓ _t`�TO BE REMOVED o'EL B ELM ;S' y \ J DETENTION BASIN
TO BE REMOVE.( SEE SHY. C2 S i /rb \ OUTFALS STRUCTURE 11L. W
�`^-` 9 ' CE S C2
PHASE ONE PARKING LOT +O CLAP ! „f, \ PROPOSED ” <P DRAIN LINE
U LL SEE
r t A "u ESOVrct _ OTFA
I "•" ' P HASE ON 5M. CI t� \\ PROTECTION FENCE 1 1 '
` { {{ ` } , (9W POINTS) 1
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GENERAL NOTES
ALL AREAS INCLUDING R.O.W. AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
SHALL BE RETURNED TO ORIGINAL CONDITION.
NO STOCKPILING OF MATERIAL OR PARKING OF VEHICLES UNDER PROTECTED TREE WILL BE
A LOWED.
CONTRACTOR SHALL PLACE FENCING AROUND THE DRIP LINE OF ALL TREES IHAT WILL BE
COUNTED TOWARDS THE LANDSCAPE Pp NT REQUIREMENTS.
THE BARRICADE FENCING SWKL CONSIST OF A ♦- HIGH ORANGE PEDESTRIAN BARRICADE
FENCE SVPPORTED CH METAL T'- POSTS. THE BARRICADE WILL BE INSTALLED PRIOR TO
COMMENCING WORK ACTIMES AND 5— BE REMOVED ONCE CONSTRUCTION IS COMPLETE.
SMRICADEO AREA — BE I' IN RADIUS FOR EACH 1' OF DIAMETER OF THE TRUNK OF
THE TREE TO BE PROTECTED.
THE IRRIGATION SYSTEM WILL BE APPROKD PRIOR TO OBTAINING A C.O. THE LANDSCAPE
'AL "`B LANDSCAPE IRRIGATION DESIGN, INCLUDING METER 512E,
LOCATION AND WATER DEMAND TO THE CITY OF COLLGE STATION PUNNING DIVISION.
A SEPARATE WATER METER FOR IR QATION IS RECOMMENDED.
r PROPOSED CHANGES TO THE APPROVED LANDSCAPE PLAN WILL BE SUBMITTED 10
AND APPROVED BY THE CITY OF COLLEGE STATION PLANNING DIVISION.
THE IRRIGATION SYSTEM MUST BE PROTECTED By EITHER A PRESSURE v,ACUUN BREAKER
OR REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER DEVICE AND INSTALLED AS PER
CITY OF COLLEGE STATION CITY ORDRANCE NO.2394.
PREVENTER DEVICES MUST BE TESTED UPON INSTALLATION AS PER CITY OF
COLLEGE STATION ORDNANCE —2394. THE CONTRACTOR SHALL INSTALL PARKING L T LIGHTNG CONDUITS UNDER THE PAVEMENT TO
EACH ISLAND AND COORDNAIE PLACEMERT WITH THE OWNER (IF PROPOSED FOR THIS PROJECT),
THE CONTRACTOR SHALL STALL SLEEKS DER THE PAVEMENT FOR THE IRRIGATION SYSTEM
AN O
O COORDINATE PLACEMENI WITH THE IRRIGATION CONTRACTOR AND /OR THE OWNER.
LANDSCAPE ANA
LANDSCAPE POINTS REQUIRED:
DEVELOPMENT AREA AT 20 FEET FROM ALL INPROVEMENTS:
17 723 SQUARE FEET
bSDARE POINT5 11 El 178,723 / 1000 X 30 . 5302
3 302 __ OIN IR
PROTECTED TREES:
21 TREES O 300 POINTS PER TREE 5300 POIniS
STREETSCAPE POINTS' "
370 UH`r FEET OF FRONTAGE (PHASE ONE]
LESS 2 2, FOOT DRNEWA
LESS +20 FOOT SITE OLES
242 FEET ADJUSTED ROW FRONTAGE
242 FEET FRONTAGE / 25
10 TREES
10 rvEw TREES O ISO PDMS EACH - 1500 POINTS
ADDITIONAL REQUIRED POINTS: 370 /50x300- O (
20 -5 GALLON RED TIP PHOTRNIA FOR PARKING AREA SCREEN:
20 x 10 - 200 POINTS.
FONTS REOUwcD- 5302 +2220 -7522 PoWn
POINTS SUPPUM 6300 +1600 +200 - 0000 POINTS
DENOTES PROPOSED 2 -1/2" CALIPER CANOPY TREE - POST Own (OUERCUS STELV.IA)
P ! TO BE PUNTED AT 25' WREAIENYS ALONG R.O.W. FRONTAGE.
ALL PROPOSED CANOPY TREES TO BE CONTAINERIZED OR BOAED,
DENOTES PROPOSED 5 L SHRUB �- RED TIP HOTIHA (PHDTINIA FRASER')
TO BE PLANTED AT 3' SPACING 1 AND SHALL BE USED TO SCREEN PARKING AREA
ADJACENT TO THE RIGHT OF I Y (3 FEET NNIMUM EIGHT).
MANNOLE}�' --- - - - - -- ExISTIrvG JUNCTION BOZ�1
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PE 0� N E SERIO a EACH
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10 BE REMOVED VS1110 PARK,
AND -10' PUE
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i;::y" 0 94 ACRES SCALE: 1"�30'
PHASE - IWO IE LIN I. ELM
TO BE RENo`ED 0 TEM. B 'WEE
ME—. Ell
TO BE RE 0, G
DIEVELOIAMENT LINE B El. 0
DEVELOPMENT
A"
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A
1 76,723 S.F. - 4.1
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AC
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'I'- SE )TO BE JREIY�O
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t 8
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PROTECT FENCE
.Np_" PRIOT (270; POINTS)
FELLOWSHIP CT_ MH
HALL PHASE ONE PYI,ws)
0 STORY BUILDING TO BE REM ED
CLASSROOM "'o
BUILDING PROTECTION FENCE
TWN W-11 CAN
POINTS)
TO BE REM o GA.
DETENTION DAS�N
9- ELM "LULEE .1 ME .. PHASE ONE
TO BE RENOVEELD DRAINAGE SWALE BE III .1—P
0 SEE bRAi—E PLAN
-10'ELU E
TO BE RE— .., 0 BE REMOVED COFE7E FLUME
TO BE CREMO41) 0 (,
0 7 t f 5
-" 1�*El. -DITCH BLOCK T.H 11
0 TO BE R.-IE.
'El. N cI, FKP RA,p PROTECTION MN�l
BE REMOVED SEE SIT' C2 Ioo GET NIIEON BASIN
BE REMOAa' OUTFALL ST UCTURE 1"EL1
)%11 RG l I-. C2
PHASE ONE PARKING LOT I—, I." ROP LINE
F-UH. OUTFALL SEE
PHASE ONE SHET. C2 Soo POINTS)
0 PROTECT ON FENCE
. 12
Alk
I.
0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
E.ISTIW 111 GRAl. 11 E-`
\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - ;0 - E,
GENERAL NOTES
ALL M AS INCLUDING R.O AND ADIACENT PROPERTY DIVLERBED DURING CONSTS-1014
SHALL BE RETURNED TO ORIGINAL CONDIT-
W STOICKPILING OF MATERIAL OR PAAAENO 01 IEHICLES LE-ER PROTECTED TREE ILL BE
ALL-ED.
C RAC`IOR SMALL PLACE FIENCING MOUND THE DRIP LINE OF ALL TREES THAT WILL BE
C—TED TOWARDS TIE ANDSCAPE PQHT REQUIREMENTS.
THE ELAE FENCING SHAL CONSIST OF A 4' HIGH OR-GE PECESTEAAN BARRICADE
FENCE — ORTEV ON METAL '7'- POSTS, THE BARRICADE WILL BE INSTALLED PRIOR TO
COMMENCING WOR AC71ITIES AHD SHAE_L BE RE�D OWE CONSTRUCTION IS COMPLETE,
BARRICADED AREA MUST BE V IN FEACKLES FOR EACH I' OF .-EIE. OF THE TRU .1
THE TREE TO M PROTECTED,
THE IRRIGATIOW SYSTEM WILL BE APPERGIED PRIOR TO OB—ING A C.O. T E UAWESCAPE
CONTRACTOR S11ILL SUBMIT A I-ANDSCAPIE IEREAON DE—. INCLUDING MET R SIM
LOCATION AND WATER DEMAKID TO TIE CITY OF COULGE STATION PELANN ING
A SEPARATE WATER N�Ert FOR IRRIGATION IS RECOMMENDED,
AN PROPOSED CHANGES TO THE A� ROIED LANDSGAPE PLAN WILL ISE SUIBMIETTED 10
AND APP�D BY THE OTY Or COLLEGE STATION PLAAININa DNISION.
THE IRRIGATION SYSTEM MLIST BE PROTECTED BY EITHER A PA SSURE UM BREMER
OR REDUCED PRESSURE FRIPLE III FL�W ENTER DEICE AND AULED AS AIDR
CITY OF COLLEGE STATIONI CITY ORDINANCE 0 �94.
BAC� FL PREIEIIER DEMCES MUST BE TESTED UEACH ISTA-TIO, AS PER CHI OF
COL EGE STICH ORDINANCE KIO-104.
TIE COR SHALL lNSTALL PARKING LOT LK-TI10 CONDUITS UNDER TIE F-CIENT TO
EACH ISLAND AW COORDINATE PLACEMENT WITH THE OWNER (IF PROPOSED FOR THIS PROl C.
TH COtFTRAQTOR SHALL IN— SLEEIES UNDER TIE PAIEMENT FOR THE IRRIGATION SYSTEM
. COO.-ATE PLACEMENT .11H THE lFRIG1101, CONIT—OR AND/Or THE 0WHER, 0
LANDSCAPE ANALYSIS
LANDSC,E,PE POINTS REQUIRED
DIDIELOP ENT AREA AT 20 ft� FROM ALL IMPRO-MENTS:
�M 75� S 2 C 3 SO E MET
A
5M2 �A 17S.723 1000 X W S&G2
PIOUIRED
PROTECTED TREES
1 8' EL.
ELM
a
"I OA
2 - POST 0
- 12" Po OAK
14"
2-16* = S om
2-24" POST OM
21 TREES & 300 PO:NTS PER TREE - 61043L PWITS_
S EETS PE PONTS.
3 0 LIN FEET 0' MONTA
LESS 2 E � " 24 FOOT DPENTWA (PHASE �E)
L"' ' 2' FOOT IFTIE "ANGLEI
- 2�2 MET ADJUSTED R FR NTA�E
242 FEET FRONTAGE / 25 lll 10 TREES
1. NEW T
AGGI7EG ��FEEES 0 ISO POINTS EACH - j5Q0 pKDIWS
REQUIRED P,011FES:
20-5 � ON RED TIP PHOTINA FOR PARKING AREA SCREEN
20 , 1. - goo
POKM REQUIRED-5302+22210-7522 11P0IE
POOM SUPKIED-45300+1500+2W-0000 &NMI
DENOTES P�D 2-1/2 CALIPER CAWIAY TREE - POST OAK (OIERCUS STELL-ATA)
70 BE PLAAFTED AT 25' WREIENTS ALONG III FROITAGE.
AL PROPOSED CA-PY TREES TO SE CONTAINEFIZED OR SOAED,
DKIITEI OP1111 n IIFEU. - KID T I I
TO BE PL AT �� N SHALL 0 CR T , � , .1 , 1;� K IRA ERI)
SPAC AND BE TO MG AREA
AD,IACENT TO THE RIGHT OF WAY (3 FEET MINIMUM H E10,T).
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ACCESS DRIVEWAY CONNECTION DETAIL
I AT S.H. NO. 6 FRONTAGE ROAD
DETENTION BASIN I 1 1 1 N15CELLANEOUS:
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urcn�"5 �..°. iuw� - -_ — Si' •n wn.:n° r:•• m e"u ,•i "IED CONOUm
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SIDEWALK DETAILS w •«.. ,
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I I ZONED R -3
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— -- -- — -- -- -- -- — -
TYPE 'IC EXPANSION e TYPE '8' oUIJMY JOINT ..c.a
a. CONSTRUCnON JOINT
T WICAL MONOLITHIC CURB TYPICAL COMBINED CONCRETE
CURB Ac GUTTER SECTION
CONCRETE PAVEMENT DETAILS
CONCRETE PARIONO REOUIROIFJOS: PHASING:
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SEWER , WATER IERUkExur � `/
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PHASE THREE
a ° [ ,x °• 0.94 ACRES
PHASE TWO . ra,,. ,° [.x lC7i I I • SCALE: 1 " =30'
ro « ecxov[o
II «[ DEVELOPMENT AREA
1 • E.x / / _
60,094 S.F. — 3.7 ACRES
20' OFFSET FROM I /
I x ( IMPROVEMENTS)
° � at �� • ros oex � •
RASE ONE
u,.ern �\�°no• eee v., ' P � ,ca°x°a .'"„�,(: roem, �'" (1 9
nc �° DETENTION BASIN ,x 11 w � ^
PHASE ONE £ 11 N m
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GENERAL NOTES:
..o cv°no...n rucceew aem r«c we,z.,nx wmecren . w,ae. "
LANDSCAPE ANALYSIS
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MO.6.A
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a• MESOUITE
x -16 WATER 6'FLM x -PP-It, ^"WATER vALVE ."WATER W —
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s s.wu9s EACH ; I 8'MESWIIE
PARKING S CA PROPOSED WMTCE I I TO t# REMOVED 1 /
a'ME"UlE PHASE ONE EAC
TO BE REMOVED ELET sc I v R .c 85 Ra " J
PROPOSE
vE R130N 10' PUE CLUMP OF
AND COI COMMUNICATION I I t0'MESOUIT uESOURES
t0 BE RE D PHASE THREE
1 ,2•ELM
I I 0.94 ACRES I / SCALE: I' =30'
TWIN 10" ELM
PHASE LIN
PHASE TWO I I � F� /^� r I
LO BE REMOVED /^\ I I 1 ESQUITE W f ) � EW e' ELM f � }
U I TO BE RE D pEVELOPMENi LINE 4JVJ \J
PHASE TVA TREE 8' ELM J I
ONE STORY BUILDING
N6 I I
WORSP CENTER / AUDITORIUM I I m DEVELOPMENT AREA
I / 160,094 S.F. — 3.7 ACRES /
✓ m ; I o MESDUITE N %a (20' OFFSET FROM IMPROVEMENTS)
� SANITARY SEWER I 1 I t0 BE REMOVED
WATER SERNCE BE REMOVED
" �ELE vERRON. CON _ - I
10 �fNf:;s,. 1o"POSi aNc
6'EL
DS, OAK
y`y, / 1lfi?� �llJJ J1lll//>Ilf /lll/ //1l //llllllAfi/IA/ �
✓ e" yy 4ii y � , i „ ''" `yii� PHASE LINE �P I I
8 "ELM SMRRARY SEWER TWIN zs• ' ice: "" HASE ONE 'f;%i' %y yy 12"POST OA/ /
8•E L. ENC
TO BE REMOVED `\ POST 0U(
PROTE , iii;5iwl ffF' " h J�'y `i�N I I
l0 BE REMOVED \ CTION FE �
Tw 24' \ (600 PoIMS) , TWIN 1e•POZT OAx ,may y is 1
PHASE ONE Po5T OAK �S if4 16'MESOURE PROTE OO POINTS) 4, iif ,F�}�, p
TO BE REMOKD 10'OAC ( ) O 1
O" FE' BUILDING PROTECTKM. Owns)
3
F T
CILOWSHIP POINTS) ' 6 1 1
PHASE ONE
MALL WpU} O"E CLASSROOM ING TO BE REM D \ \\ PROTECTION fCnCF TWIN 1.'POST OAR I I I
a i BUILaNC \ 1904 (Soo PAN S) TWIN 12 OAK 1 1
Y TO BE REMOVED \ OAK
\ PROTECTION FENCE I
e' SIDEWALK (300 POINTS)
\\ DETENTION BASIN
[%� e'ELM \ DLDMP Of MESQUITES PHASE ONE
I 10 BE REMOVED OR .E SWALE TO BE REMOVCO ROCK .-AP
4EE
DRAINAGE SHE C2 \ I 1
MOVED 6$LM TO BE REMOVED \ CONCRETE Y' FLUME
TO TO BE REMOVED O
/ `� 1 I I
gTlvEwwY
D
) (1 TWIN \\ 1 1
( � + / J rtc BLacK
I 1
2 PROTECTION FENCE
12 "ELM \ 1
] TO BE REMOVED (100 PORiTS) PROTECTION FENCE
8 ROCK PoP RAR ( 0 1
TO EW 'EUA TO BE REMOVED 6'ELM SEE 5H1. C2 a•Eb ' '0,,� \e 0 PoINTS) DElENT10N BASIN
TO
BE REMOVED „ ` OUEFAL STRUCTURE / 8'ELM
!"J 5HT. C2 JJ //
PHASE ONE 20. D' DEVELOPMENT OFFSCT LINE W F O SEE 10 ELM y \\ PROPOSED RCP ORGAN LINE
P ROT ECT ION
900ECTT E
INTS)ENC I
' / ' \ PROTECTION FENCE
,OEUM WE
6'ELM ', J -L- (300 POINTS) 1 /
BTW� t0 "ELM O'ELU \
___ ___ ___ __---___--__---___-___-
_ ---- -_____ - _- - -_
e "ELM
__ _____ __ _____ r "y ,, \ \\
,o•nM � � � � 1
-_ _ - _ - __ - -__- - - - ___ --- __�if -- E JUrvClK1N
r \ E STInG MARnOLE I 1 II I
1 1 \ TOP 291. 68
F
\ / F'53 I J I [x15TING ,8' SLAIN LINE) 11
x.- 6•sw.swR.
GENERAL NOTES:
AL L AREAS INCLUDNG R.O.W. AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
AL
SHALL BE RETURNED TO ORIGIN CONDITION.
NO STOCKPILING OF MATERIAL OR PARKING OF VEHICLES TINDER PROTECTED TREE WILL BE
ALLOWED.
CONTRACTOR SHALL PLACE FENCING AROUND THE ORW LINE OF AL TREES THAT WILL BE
COOKED TOWARDS THE ---I POINT REQUIREMENTS.
THE BARRICADE FENCING SHALL CONSIST OF A .' HIGH ORANGE PEDESTRIAN BARRICADE
FENCE SVPPOPTED ON MCI 'T POSTS. THE BARRICADE WILL BE INSTALLED PRIOR TO
COMMENCING WORK ACTNITIES AND SHALL BE REMOVED ONCE CONSTRUCTION 5 COMPLETE.
BARRICADED AREA MUST BE 1' IN RADIUS FOR EACH I OF DIAMETER OF THE TRUNK OF
THE TREE TO BE PROTECTED.
THE IRRIGATION SYSTEM — BE APPROVED PRIOR TO OBTAINING A C.O. THE LANDSCAPE
CONTRACTOR SHALL SUBwI A - NDSGFE IRRIGATION DESIGN, INCLUDING MCER
LOCATION AND WATER DEMAND TO THE CITY OF COL-GE STATION PLANNING OIVISION.
A SEPARATE WATER METER FOR IPRIGATLON IS RICOUM[NDEO.
ANY PROPOSED CHANGES TO THE APPROVED LANDSCAPE PLAN WILL SE SUBMITTED TO
AND APPROVED BV THE CITY OF COLLEGE STATION PLANNING E-10N.
THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER
OR REDUCED PRESSURE PRINCIPLE BACK F OW PREVENTER DEVICE AND INSTALLED AS PER
CRY OF COLLEGE STATION CITY O NANCE N0.23IIH
PREVENT ER OF S MUST BE TESTED UPON INSTA,U ON AS PER CITY OF
CRLEGE STATION ORDINANCE NO.3394,
THE CONTRACTOR SHALL INSTALL PARKING LOT LIOHTnG CONDUITS UNDER THE PAVEMENT TO
EACH SLAND AND COOPa NATE PLACEMENT WITH THE OWNER (IF PROPOSED FOR THIS PROJECT).
THE CONTRACTOR SHALL INSTALL SLEEVES UNDER THE PAVEMENT FOR THE IRRII SYSTEM
PRJD COOPDRNTE PLACEMENT WON THE IRRIGATION CONTRACTOR AND /OR THE —
LANDSCAPE ANALYSIS
LANDSCAPE POINTS REQUIRED:
DEVELOPMENT AREA AT 20 FEET FROM ALL IMPRWEMENTS:
60 09. SQUARE FEET
VnbSCAPI P01NTS REQUIRED 160,09. / IGOO x 30 .601
A03 LANDSCAPE POINTS REQU
PROTECTED TREES:
2 ^6' ELMS
3A,D• POST
e• POST
2' ELMS
POST OAR
16 CMK
2- 2.•POST DAK
ti 2"POST OAK
1S TRCES O 300 POINTS PER TREE 5A00
STREEISCAPE POINTS:
370 UN EAR FEET OF FRONTAGE (PHASE ONE)
LESS 2 - 24 FOOT MINEWAYS
LESS -.20 FOOT SITE TRIANGLES
2 4 2 FE[T ADJUSTED ROW FRONTAGE
24 FEET FRONTAGE / 25 - 10 TREES
10 NEV TREES • 150 POINTS EACH - 1500 PQLNTS
ADCI.NAL REQUIRED POINTS: STO/SOx300• POINTS
20-5 GALLON RED TIP PHOTNN FOR PARKING AREA SCREEN:
20 x - 200 PonVIS
POINTS REQUMEED -4803 +22207023 POINTS
POINTS SUPPLIED -5400 +1900 +2007100 POINTS
DENOTES PROPOSED 2 -1/2' CALIPER CANOPY TREE - POST GA( (OVERCUS STELLATA)
TO SE PLANTED AT 2S' INCREMENTS ALONG P O w. FRONTAGE.
L PROPOSED CANOPY TREES TO BE CONTAMERUED OR BO %ED.
O DENOTES PROPOSED 5 GALLON SHRUB �- RED P—NIA (P-111 FRASERI)
TO BE PLANTED AT S SPACING D SHALL AR
BE USED TO SCREEN PARKING EA
ADJACENT TO THE RIGHT OF Y (3 FEET MUM HEIGHT).
THIS DOCiflMENT IS 1I FORV—" �PLY
AV
MICHAEL G. HEST P.E. �AIFR
IT IS NOT TO BE SED FOR: G (�
CONSTRUCTION BIDDING PURPOSES
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TYP.
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9.0' TYP.
24' B -B DRIVE 300' FIRE LINE LAY
GTE:
PAVEMENT J
01N15 WILL NOT BE PERMITTED
R
PAVEMENT OAApE B E/
SEAL IN o T __
IN WATER ALONG THAT ARE
WED TO CONVEY ER TnE
MAT'L - TPAfTIC ORNEWWYS AND PARKING AREAS.
NT
GRADE SAWED OR f R ED. SEAL
$WOTH pC'� C
L WITH JN TEAL
1 J /.' /bx B . e
3/4'
. 1µN• TO !/16"
T
NON - EXTRUDING FILLER P— SLEEVE NO, A BARS 12 C. 10 C. BOtHWAYS
( FOAM)
20' O.C. SPACING IN DRIVES AND PARKING AREA M.Utw1UM 10' O.C. SPACING IN DRIVES AND PARKING AREAS
TYPE "G" EXPANSION TYPE "B" DUMMY JOINT
& CONSTRUCTION JOINT
" ]/4'X18' SMOOTH
3'R E %PIN510. DOWELS
No. 4
SEE NO 2
PgTE 1
2 3
24• ND, A BARS
N OTES
1 U 8•
BARS W. AS I,E B[ SOD N EXPMISION JOINTS IN CURB A GUTTER SMALL BE SPACED AT MA
X
CURB 5 NOT RUN S 1 EN PART WHE
OF SLAB, NSTPNCE OF 100 R. APART AND AT ALL RADIUS POINTS. P.1:5
Z) ROUGHEN SURF BOND TE EN CURB S A P.O'S
UN AS I fGRAL IRT OF SLIM.
T A TYPICAL MONOLITHIC CURB TYPICAL COMBINED CONCRETE
CURB & GUTTER SECTION
CONCRE PAVE DETAILS
I I'M TYPICAL
EARL RUDDER FREEWAY
(RIGHT OF WAY WIDTH VARIES - APPROMMAATELY 520 FEET)
24'D END OF PROPOSED CURB AT ROW (TYPK` ) 0 50 100 5 /81R END
WATER VA LVE r .-18'WATER TER vAl
S 3 6'22'06'' E- 6 94.84 J w rFP W W
AE W AC AE At
. . . .. . .. -- .. . . .. . .. . .. 4 ' TO
R-I OAKS
FIRE
/
/ 1
PHASE THREE o' Put
0.94 ACRES
I PHASE LINE II I l
® 1 3 i, ry
DA SCALE: I" --
I II '01 I �Wi°
I I h ILZ a
i
Fn i ff i d
/ / 6 EA PROPOSED
RE LANE
PAVEMENT PAVEMENT
IRIPING
SANITARY SEWER CLEAR -OUT. TM. 1
- - J I
PER PLUMBING CODE , l 2 �
E I I .c.
PRIVATE PHASE ONE PHASE % -2 H.MA
I
_ PVC MN Al GTE ITA SE ER I J .-
B.5' TYPE \ \�0 Oft NIMUM SLOPE / 8w, I '
\ i �GTC�BOX 6' LIME x
"k ZONED R -1 ' q � 1 \ ,86 A " "'" ° "
® N i -- - - - - -- I TPAN4FORM[R STMRRAiION
`\ ^ PEDISTAL 5 - o " TRANS ,
6' THK. A 24' WIDE .M. C.
COMPACTED ]° LIFTS
W/ ECHAMCAL MBRA -PLATE
TO 951 DENSITY PER CMLECE
STA TION STANDARD SPECIFICATION
STREET CONSIRUCTION
SPECIFICATION O. ]06
PsO12ro.oB.w
ACCESS DRI1NAY CONNECTION DETAIL
AT S.H. NO. 6 FRONTAGE ROAD
X,2. 4pMD WASTE \ I DETENTION BASIN I i �-' 1 MISCELLANEOUS:
1.0'R 1 - I (D 1 ALL OUTSIDE L417ING MUST BE PLACED SO AS TO DIRECT THE LIGHT
w /FENCE 8 FEET HIGH \ I PHASE ONE 1 Awn FROM ADALENT SINGLE FAMILY RESIDENCES.
OR TALL ENOUGH RocK AIPAAR I - 1 I N 1
A C BEEN TnE U PSIER, CONCRETE I'V" FLUME Z THE 290 LINEAR FEET 6' n10n WOOD FENCE WILL BE COfSTRUCT[D
ROUND THE P ER I METER, \ I II I X N LL ON CHURCH PROPCRt Y.
I I A PARKING LOT EIMEfdONS TO FACE UNLESS OTHIERMSE STATED,
? RR1 7 \ IC NTR AT KL 'SHA L KEEP ALL ROADWAYS CLEAR OF MUD ANU
LA - - - `11, P In ALL CES INSTAN REMOVE 1M LAYER OF ORGANIC MATERIAL
PING 1 \ / I 1 1 : m' PRIOR to NG DLL.
\ to
THE CONTRACTOR ACTOft SHALE C ALL SEDIMENT FROM THE
C ST
\
ON I R N p BALES R AND I OR ZCO�E"tA KO N W G
ING,
DrtcH BLOCK XC USE OF MAY
R \ \ ' ' 1 <�pif'"
ocK L MW AND DEBRIS DEPLORED IN THE STREETS AS A RESULT
SEE SHY RAP . C2 \ \ _ I I I �b t 04 BEG°MfNG 9EPMATED FROM VEHICLES OR ''El EM LEAVING
\ - - - - - -- / SITE SHALL BE REMOVED FROM THE STREET IMMEDIATELY.
PARKING LOT / I 'W I U A< THE CONTRACTOR SHALL BE AESPON40LE FOR ESTABLISHING
SH, FALL SEE DETENTION BASIN I
SnT C2 OUTFALL STRUCTURE I (21 1
HEALTHY GROUND COVER IN D BY CONSTRUCTION.
AREAS KfECIE
\ SEE SNT. C2 SOIL
I ' 1 EXGVAT[ AND REMOVE ALL ORGANIC. UNSTABLE AND OR SANRATfO
\ +, S PRIOP TO PLACEMENT aF ANY FILL MATERIAL OR CONG"YE
DRANAGE SWALE \ PROPOSED 18' RCP DRAIN LINE I TO AVOID SETTLEMENT. SEE GEOTECHNICAL REPORT FOR COMPACTION
SEE DRAINAGE PLAN REQUIREMENTS.
SHEET C2 �\ I I 20 PuE
sxe' I THE GRADING PLAN TO KEEP SEDIMENT ON THE SITE.
SILT FENCE SNAIL BE PLACED ALONG THE PROPERTY LINES AS PER
ALL CURBS AND CUM ENDS STALL K PANTED WITH FOUR INCH
I WHITE LETTERRIG STATING TIME LANE - NO PARKING - TOW AWAT
flISII NG W WOOD FENCE ` 3 WOA p OR OR ER APART. R<. WILL " aNO CT 8C 1-1. MORE HAN T H FEET
- - - - - - - F EzStMO 18" -11 I LTLE OSTOCKMOE L AND ALL I.-RUCTION SHALL BC IN ACCORDANCE ALL OO CRY'S
I ELIZABETH S OCKMOE ST OE AALCS AND SPECIE CATIO AND SHALL D E MATE
2928. PG. 219 SUPFRWTEND[M TO A MAGE TO [MST
INGUNDER¢ROUHD
N 36 22 ' 06 " W - 686.98 -- ---- _- _- _ - - - -- / --
MS TING JUNCT ON BOX -',I 5 /8' IR FNp ALL TRENCX DEPTHS
WATER AND SEWER FACILITIES.
--- ------------- - - - - -- J f - - - - -- X GREATER T FM (5) FEET STALL 81'
1 ExSTINT MANnME , 11 II GUARDED FROM GAVE A BY A SATISFACTORY SYSTEM Of
16 OP 291.88 EXISTING 18' RCP DRNN LINE BRACING, SHORRN3 SHECTING OR OTHER MEANS IN -1.1MANCE
1 \ NOW OR FORMERLY NOW OR FORMERLY F1284.11 I U I NOW OR FORMERLY I II CAT HOLLOW - PHASE 11 - BLOCK 2 THE OCCURAlI°NA. SAFETY AND HEALTH ADMINISTRATION
C ENTERPRISES BC
1 BC 8 tr C ENTERPRISES J A I / I 1 BC 8 C 33. -.329 1 )\ VOL. 295, PAGE 79 (OSHA) AND STATE REGULATION STANDARDS.
_ � II _ VOL. b!!, PG.329 WL.3B1J, PGJ29 SAN.SWA (2
VOL 3833. PO.J29
.LO VOL.2 9 C.)9 BLOCK 1 %- e•. 0"[0 R -t)
(ZONED R -n VERIZON SERVICE: (BURIED CONDUIT COLLEGE STATION ELECTRICAL SERVICE:
NOTE:
ME CONTRACTOR SHALL BE RESPONSIBLE PLACE___--- __CONWIT(S)
NC WITH PULL STRING FROM THE BURIED CONDUIT)
INCL REOWRED SLOPES ((CROSS SLOPES OUTSIDE OF THE BUILDING TERMINATION TO THE LOCATION SHOWN
CL A ND 05 KS THAT ALL TH SIDEWALK
RNJFS IAT T C CROSS DRIVES, ON THE PLANS ND
NS . CONDUIT SHALL ELL UP 4 FEET AT OUTSIDE DEVELOPER INSTALLS CONR4 PER DESIGN,
SPECS END DESN.
SIDEWALK SUOPES WILL SLOPES LL COMPLY WITH BULLDNG EDE BUILDING AND 8 MMES AT TH[ TERMINATION P POINT.
ALA REWIMMEMS. THE OIRSID[ BUILDING H BE HA 20 FEET OF DEVELOPER [s !O' - /. RIGID C FOR RISER POLE,
F
ALL RAMPS SHALL HAVE O14TINCTrvELY 1/2' E%PANSroN JOINT ELECIRMK POWER, If NOT OT THE CONTRACTOR RACTOR SMALL LL PLACE NV DN_,R. AI INSIA STALLS FIRST 10 FEET LIP POLE OLE / CRY INSTALLS
G DIFFERENT FINAL COLOR THAN ME ADJACENT TERIAL AS SPECIFIED 8' X 5/6' COPPER GROUND ROD AT THE BASE OF THE TERMINATION. RCMAMDER.
SIDEWALK.
AMPS SHALL AE 2' ON CENTER HV DOwEI DEVELOPER POURB TWANSfORMCR PAD PER LRY SPECS AND
ALL DESKiN.
GROOVES W1TN A DEPT OF 1/2'. WOOD FLOAT FINISH COX COMMUNICATIONS SER DEVELOPER INSTALL PULL BOXES AS PER CITY SPECS AND DESIGN
BURIED CONDUIT) (PULL BOXES PROVIDED BY THE CITY.)
REINFORCES DEVCLOK. PROVIDES DIGITAL AMOGD 4 VERSION OF FIAT AND /OR
CONCRETE IDEWALK TYPICAL EXPANSION JNNT, SITE PUN. EMAIL TO MOUNOCI .COLLEGE- STATION.MuS.
CURB A GUTTER SLOPE O 8O FOOL SPACING D »T PLACE _ - _- COHWR(5) PROM THE EASEMENT OF A- TO A
JOINT .6 71 CONCRETE STRUCTURES DEMARK LOCATION AT THE BUILDING. AM PLACE THE CoNWR IN THE DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
EXPANSION JOINT SE TRENCH AS THE ELECTRICAL SERVICE LINE. SEUB UP ME DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR
/ CONDUCT IN THE EASEMENT AND ALLOW A MINIMUM Of FOUR FEET CONSTRUCTION PURPOSES,
OF CLEARANCE AROUND THE ELECTRICAL TRANSFORMER OR TURN
�(( ��' LLL111��I��N��1MMMff1��uM DEPTH UP NEXT TO THE ELECTRICAL POLE AT THE BUILDING STUB UP INTO DEVELOPER P`2 S EASEMENTS FOR ELECTRICAL INFRASTRUCTURE
COMPACT SuBGRME TO 991 STANDARD AS NSTALLED i0R ELECTRIC LADES (INCLUDING STREET LIGHTS).
PROCTOR DENSITY PER ASTM DIEBB TO THE MECHANIGL POOM, TELECOM ROOM, OR NEXT TO THE BUILDING
WITHIN O TO + 1 OPTIMUM MOISTURE /4018' O.C.B.W. ECT
COORDINATE ELRICAL ERVICE DETAILS w
WITH RICAL
ELECT
' COMPACTED SUB(iPADC BY THE ELECTAHCAL METER. THE PVC CONDUIT SHOULD BE AT LEAST OPfRAl10N4 COORDIFA S CONTACT TONY MIC O
DINT C ONTENT I-A CONTRACTION JOMt TWO INCHES OR URGER AND ALL SWEEPS ARE A MINIMUM Of 1B (979) )64 -3680 DE H'ToR R INSTALLS CONDUIT AS RER CRY OF
(0 ♦' SP'I'CING) INCH RADIUS. CONTACT MIKE LAVENDAR O (979) 846 -1989. CMLEOE STATION STANDARD SPECIFMATIONS AND DESIGN.
" "- 3 BA A Tw O, w SM OOTH DO AND D WITH CONTRACTION JOINT UET
/3 BN15 A 12' D.C. ( R INSTALLS C E ON T ECE PER CITY ORDINANCE.
DAVE To BE FLUSH WITH TOP OF INLET ArvQ DRE IKE THE ELECTRICAL METER R AILL WILL K ON HE 1MN(ORMER.
SIDEWALK DETAILS THE DEVELOPER IS RESPONSIBLE FOR THE tNSTALLATON Of SERVICE
FROM THE TRANSFORMER TO ME BUILDING. THE CITY WILL MAKE UP
T " {AUTOMOBILE PAR�KCING°6 .5 W l�K O CONE � W %Y4018 w.
PREPARREED SUBBGGRPDE
SEE OEOlEGNHICAL REPORT
PROVIDED BY OWNER FOR COMPACTION
mm7m W ,-
EOUNLEUENTi
PAVEMENT DETAIL
CONCRETE
A LL EXPOSED CORNERS ON STRUCTURES SHALL SE CHAMFERED 1/4'.
PAD
REIN, ING STEEL $HALL BE PLACED WITH TIE CENTER OF THE
DE
OUT9 LAYER Of BARS 2• FROM THE SURFACE OF THE CONCRETE.
RRRRM CHAIRS ARE 8E MANDATORY.
9MWALKS ALL LED SD AS TO ACHIEVE A M'
OF A INCHES IN THICKNESS UPON A 2 INCH COMPACTED SAND,
OR EW-ENT CUSHION AND A COMPACTED SUBGRADE,
ALL SIDEWALKS AND FLUMES SHALL BE CONSTRUCTED USING
CONCRETE G 5 SACKS OF CEMENT C
PER CUBIC YARD AND
A MlIWM 241-1- OMPRESSIVE N f ]000 PSI.
ALL STRUCTURES. CURB AND GUTTER AND PARKING LOTS
SHAH BE CONSTRUCTED USING CONCRETE HAVING 6 SILKS OF
CEMENT PER CUBIC YARD AND A MINIMUM 2$ DAY COMPRESSIVE
ENGTI pF .GOO
ALL CONCRETE CONNECTIONS SHALL. BE OBTANED BY DOWELS AT
ALL CONNECTING FACES MTH NO, 3 SMOOTH REINFORCING BARS
ON 18 ARCH CENTERS. THESE GONHECTIO"S SHALL BE PROVIDED
WITH 1/2 INCH EXPANSION JONT MATERIAL (NON EXTRUDING FILLER)
ALONG THE EMIRE LENGTHS AND SHALL BE CAULKED WITH
SONP,WAN SL -1 OR AN APPROVED E DEPTH D< DOWEL
EMBEDMENT SHALL BE A MINIMUM OF 6 INCHES. CONNECTIONS TO
ExISDNG STRUCTURES TO K SAWCUT.
APPROVED E00-
SEW ME CORNECTIO
THE DEVELOPER SMALL MEET WITH ELECTRIC DEPARTMENT PERSONEL
TO FINALRE THE EXACT LOCATION OF ELECTRICAL LINES AND
NFORMER.
PARKING REQUIREMENTS:
PHASE BUILDING TOTAL PARKING
SEATING SPACES
I FELLOWSHIP HALL 115 115
AND CLASSROOM
2 woRSHIP CENTER / 345
AUDITORIUM
345 SEATS / 3 - 115 REQUIRED
115 PROVIDED
SEWER SERVICE: WATER SERVICE
(GALLONS PER MINVTE) (GALLONS PER MINUTE)
ADJ USTED DAILY - 5.6 GPM AWUSTED DAILY - 9.8 GPM
AVERAGE DAILY - 3.7 GPM AVERAGE DAILY - 3.7 GPM
PEAK HOURLY -16.7 GPM PEAK HOURLY -18,7 GPM
INTERIOR ISLAND CALCULATION:
67 PEPofERAL SPACES / 5 :80 - 804 Sr
AP PRROPO ED RSI LANES 180 x - 720 SF SF
E%CES$ END SLANDS 2 O 372 AND 2 O 215 - 1174 SF
AND 64 6 EM - 10 Sf S REOUIRED. (HOT AODRI°NAL ISLANDS REOUIRED)
SOLID WASTE
2'X12 DUMPSTER PAD SHALL BE PLACED IN PHASE ONE.
NO PORTKJN OF THIS PROPERTY IS N THE YEAR fLOODPLAN PER
FEMA FM4 MAP NO. 4804100142 C ME DATE DATE JULY 2. 1992
PHASING:
PHASE ONE WILL INCLUDE THE PARKING SPACES AMID DANES, THE 3D8
P�HwY T1vOP NN1 "CD THE f O U S I I -, CENTER /wdTOR UM
PHASE TRACE 15 0.94 RCE t WE.
;S ELEASED FOR THE PURP
o
FT P.E. ►
E USED � wit.
S FOR: ��` LLL " "• OJ
O BIDDING PURPOSES
OWNER:
TEXAS CONFERENCE ASSOCATION
Of SEVENTH DAY ADVENTIST
11 11 HIGHWAY 67 WEST
ALVARILO l[%AS 78°09
TELEPHONI;:(817) 790 -2255
CONTACTWSOry
N
DR. 5. DAVIS. PASTOR
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ExISTIrvG CURB ALONG FRONTAGE ROAD
TYP.
2)5' EDGE CT PAVEMENT t0 CENTERLINE OF DRIKwwr
PHASE ONE
ZONED R -3
NN
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r25' SETBACK PHASE O NE
LINE
I
2JI A-
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PROPOSED SCN J / DERGRQIND
ELEC.VERIZ °N.CCA
i
° PUBLIC Y EASEMENEASEMENT
PHASE ONE
AAJE
PROMO By SEPARATE mEiS
1 I I
I II
I I
PHASE TWO II
U PROPOSED 29°.0'
- 6' WOOD FENCE
IF
o OR CENTER / AUDITORIUM 0' Pyc C
2' WAIEA SERVICE-
5/8' IM FND
ZONE. R -]
20NED
CONFIRM AL SEAVIC E LMF
vM TCn ?[NECTCURAL PU1 15,0 20.0
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UNDERGROUND ELEc. KmzO . Cox-
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20' PUE 6
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P 01' A
01 M SLOPE I C
20' PUE 1
11.92' I �••
� I
p Ow OR FO ERLY
N I EARL LOUIS MORRIS
AND DARLEEN YVONNE MORRIS
VOL.M.1, PG..7
NOW OR FORMERLY
BC 6: C ENTERPRISE$
vM.]13J, PG.329
OW OR FORMERLY \
ENT RPRISES
BC R C E
VOL.383S, PG.329 CAT 1
GTE:
PAVEMENT J
01N15 WILL NOT BE PERMITTED
R
PAVEMENT OAApE B E/
SEAL IN o T __
IN WATER ALONG THAT ARE
WED TO CONVEY ER TnE
MAT'L - TPAfTIC ORNEWWYS AND PARKING AREAS.
NT
GRADE SAWED OR f R ED. SEAL
$WOTH pC'� C
L WITH JN TEAL
1 J /.' /bx B . e
3/4'
. 1µN• TO !/16"
T
NON - EXTRUDING FILLER P— SLEEVE NO, A BARS 12 C. 10 C. BOtHWAYS
( FOAM)
20' O.C. SPACING IN DRIVES AND PARKING AREA M.Utw1UM 10' O.C. SPACING IN DRIVES AND PARKING AREAS
TYPE "G" EXPANSION TYPE "B" DUMMY JOINT
& CONSTRUCTION JOINT
" ]/4'X18' SMOOTH
3'R E %PIN510. DOWELS
No. 4
SEE NO 2
PgTE 1
2 3
24• ND, A BARS
N OTES
1 U 8•
BARS W. AS I,E B[ SOD N EXPMISION JOINTS IN CURB A GUTTER SMALL BE SPACED AT MA
X
CURB 5 NOT RUN S 1 EN PART WHE
OF SLAB, NSTPNCE OF 100 R. APART AND AT ALL RADIUS POINTS. P.1:5
Z) ROUGHEN SURF BOND TE EN CURB S A P.O'S
UN AS I fGRAL IRT OF SLIM.
T A TYPICAL MONOLITHIC CURB TYPICAL COMBINED CONCRETE
CURB & GUTTER SECTION
CONCRE PAVE DETAILS
I I'M TYPICAL
EARL RUDDER FREEWAY
(RIGHT OF WAY WIDTH VARIES - APPROMMAATELY 520 FEET)
24'D END OF PROPOSED CURB AT ROW (TYPK` ) 0 50 100 5 /81R END
WATER VA LVE r .-18'WATER TER vAl
S 3 6'22'06'' E- 6 94.84 J w rFP W W
AE W AC AE At
. . . .. . .. -- .. . . .. . .. . .. 4 ' TO
R-I OAKS
FIRE
/
/ 1
PHASE THREE o' Put
0.94 ACRES
I PHASE LINE II I l
® 1 3 i, ry
DA SCALE: I" --
I II '01 I �Wi°
I I h ILZ a
i
Fn i ff i d
/ / 6 EA PROPOSED
RE LANE
PAVEMENT PAVEMENT
IRIPING
SANITARY SEWER CLEAR -OUT. TM. 1
- - J I
PER PLUMBING CODE , l 2 �
E I I .c.
PRIVATE PHASE ONE PHASE % -2 H.MA
I
_ PVC MN Al GTE ITA SE ER I J .-
B.5' TYPE \ \�0 Oft NIMUM SLOPE / 8w, I '
\ i �GTC�BOX 6' LIME x
"k ZONED R -1 ' q � 1 \ ,86 A " "'" ° "
® N i -- - - - - -- I TPAN4FORM[R STMRRAiION
`\ ^ PEDISTAL 5 - o " TRANS ,
6' THK. A 24' WIDE .M. C.
COMPACTED ]° LIFTS
W/ ECHAMCAL MBRA -PLATE
TO 951 DENSITY PER CMLECE
STA TION STANDARD SPECIFICATION
STREET CONSIRUCTION
SPECIFICATION O. ]06
PsO12ro.oB.w
ACCESS DRI1NAY CONNECTION DETAIL
AT S.H. NO. 6 FRONTAGE ROAD
X,2. 4pMD WASTE \ I DETENTION BASIN I i �-' 1 MISCELLANEOUS:
1.0'R 1 - I (D 1 ALL OUTSIDE L417ING MUST BE PLACED SO AS TO DIRECT THE LIGHT
w /FENCE 8 FEET HIGH \ I PHASE ONE 1 Awn FROM ADALENT SINGLE FAMILY RESIDENCES.
OR TALL ENOUGH RocK AIPAAR I - 1 I N 1
A C BEEN TnE U PSIER, CONCRETE I'V" FLUME Z THE 290 LINEAR FEET 6' n10n WOOD FENCE WILL BE COfSTRUCT[D
ROUND THE P ER I METER, \ I II I X N LL ON CHURCH PROPCRt Y.
I I A PARKING LOT EIMEfdONS TO FACE UNLESS OTHIERMSE STATED,
? RR1 7 \ IC NTR AT KL 'SHA L KEEP ALL ROADWAYS CLEAR OF MUD ANU
LA - - - `11, P In ALL CES INSTAN REMOVE 1M LAYER OF ORGANIC MATERIAL
PING 1 \ / I 1 1 : m' PRIOR to NG DLL.
\ to
THE CONTRACTOR ACTOft SHALE C ALL SEDIMENT FROM THE
C ST
\
ON I R N p BALES R AND I OR ZCO�E"tA KO N W G
ING,
DrtcH BLOCK XC USE OF MAY
R \ \ ' ' 1 <�pif'"
ocK L MW AND DEBRIS DEPLORED IN THE STREETS AS A RESULT
SEE SHY RAP . C2 \ \ _ I I I �b t 04 BEG°MfNG 9EPMATED FROM VEHICLES OR ''El EM LEAVING
\ - - - - - -- / SITE SHALL BE REMOVED FROM THE STREET IMMEDIATELY.
PARKING LOT / I 'W I U A< THE CONTRACTOR SHALL BE AESPON40LE FOR ESTABLISHING
SH, FALL SEE DETENTION BASIN I
SnT C2 OUTFALL STRUCTURE I (21 1
HEALTHY GROUND COVER IN D BY CONSTRUCTION.
AREAS KfECIE
\ SEE SNT. C2 SOIL
I ' 1 EXGVAT[ AND REMOVE ALL ORGANIC. UNSTABLE AND OR SANRATfO
\ +, S PRIOP TO PLACEMENT aF ANY FILL MATERIAL OR CONG"YE
DRANAGE SWALE \ PROPOSED 18' RCP DRAIN LINE I TO AVOID SETTLEMENT. SEE GEOTECHNICAL REPORT FOR COMPACTION
SEE DRAINAGE PLAN REQUIREMENTS.
SHEET C2 �\ I I 20 PuE
sxe' I THE GRADING PLAN TO KEEP SEDIMENT ON THE SITE.
SILT FENCE SNAIL BE PLACED ALONG THE PROPERTY LINES AS PER
ALL CURBS AND CUM ENDS STALL K PANTED WITH FOUR INCH
I WHITE LETTERRIG STATING TIME LANE - NO PARKING - TOW AWAT
flISII NG W WOOD FENCE ` 3 WOA p OR OR ER APART. R<. WILL " aNO CT 8C 1-1. MORE HAN T H FEET
- - - - - - - F EzStMO 18" -11 I LTLE OSTOCKMOE L AND ALL I.-RUCTION SHALL BC IN ACCORDANCE ALL OO CRY'S
I ELIZABETH S OCKMOE ST OE AALCS AND SPECIE CATIO AND SHALL D E MATE
2928. PG. 219 SUPFRWTEND[M TO A MAGE TO [MST
INGUNDER¢ROUHD
N 36 22 ' 06 " W - 686.98 -- ---- _- _- _ - - - -- / --
MS TING JUNCT ON BOX -',I 5 /8' IR FNp ALL TRENCX DEPTHS
WATER AND SEWER FACILITIES.
--- ------------- - - - - -- J f - - - - -- X GREATER T FM (5) FEET STALL 81'
1 ExSTINT MANnME , 11 II GUARDED FROM GAVE A BY A SATISFACTORY SYSTEM Of
16 OP 291.88 EXISTING 18' RCP DRNN LINE BRACING, SHORRN3 SHECTING OR OTHER MEANS IN -1.1MANCE
1 \ NOW OR FORMERLY NOW OR FORMERLY F1284.11 I U I NOW OR FORMERLY I II CAT HOLLOW - PHASE 11 - BLOCK 2 THE OCCURAlI°NA. SAFETY AND HEALTH ADMINISTRATION
C ENTERPRISES BC
1 BC 8 tr C ENTERPRISES J A I / I 1 BC 8 C 33. -.329 1 )\ VOL. 295, PAGE 79 (OSHA) AND STATE REGULATION STANDARDS.
_ � II _ VOL. b!!, PG.329 WL.3B1J, PGJ29 SAN.SWA (2
VOL 3833. PO.J29
.LO VOL.2 9 C.)9 BLOCK 1 %- e•. 0"[0 R -t)
(ZONED R -n VERIZON SERVICE: (BURIED CONDUIT COLLEGE STATION ELECTRICAL SERVICE:
NOTE:
ME CONTRACTOR SHALL BE RESPONSIBLE PLACE___--- __CONWIT(S)
NC WITH PULL STRING FROM THE BURIED CONDUIT)
INCL REOWRED SLOPES ((CROSS SLOPES OUTSIDE OF THE BUILDING TERMINATION TO THE LOCATION SHOWN
CL A ND 05 KS THAT ALL TH SIDEWALK
RNJFS IAT T C CROSS DRIVES, ON THE PLANS ND
NS . CONDUIT SHALL ELL UP 4 FEET AT OUTSIDE DEVELOPER INSTALLS CONR4 PER DESIGN,
SPECS END DESN.
SIDEWALK SUOPES WILL SLOPES LL COMPLY WITH BULLDNG EDE BUILDING AND 8 MMES AT TH[ TERMINATION P POINT.
ALA REWIMMEMS. THE OIRSID[ BUILDING H BE HA 20 FEET OF DEVELOPER [s !O' - /. RIGID C FOR RISER POLE,
F
ALL RAMPS SHALL HAVE O14TINCTrvELY 1/2' E%PANSroN JOINT ELECIRMK POWER, If NOT OT THE CONTRACTOR RACTOR SMALL LL PLACE NV DN_,R. AI INSIA STALLS FIRST 10 FEET LIP POLE OLE / CRY INSTALLS
G DIFFERENT FINAL COLOR THAN ME ADJACENT TERIAL AS SPECIFIED 8' X 5/6' COPPER GROUND ROD AT THE BASE OF THE TERMINATION. RCMAMDER.
SIDEWALK.
AMPS SHALL AE 2' ON CENTER HV DOwEI DEVELOPER POURB TWANSfORMCR PAD PER LRY SPECS AND
ALL DESKiN.
GROOVES W1TN A DEPT OF 1/2'. WOOD FLOAT FINISH COX COMMUNICATIONS SER DEVELOPER INSTALL PULL BOXES AS PER CITY SPECS AND DESIGN
BURIED CONDUIT) (PULL BOXES PROVIDED BY THE CITY.)
REINFORCES DEVCLOK. PROVIDES DIGITAL AMOGD 4 VERSION OF FIAT AND /OR
CONCRETE IDEWALK TYPICAL EXPANSION JNNT, SITE PUN. EMAIL TO MOUNOCI .COLLEGE- STATION.MuS.
CURB A GUTTER SLOPE O 8O FOOL SPACING D »T PLACE _ - _- COHWR(5) PROM THE EASEMENT OF A- TO A
JOINT .6 71 CONCRETE STRUCTURES DEMARK LOCATION AT THE BUILDING. AM PLACE THE CoNWR IN THE DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
EXPANSION JOINT SE TRENCH AS THE ELECTRICAL SERVICE LINE. SEUB UP ME DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR
/ CONDUCT IN THE EASEMENT AND ALLOW A MINIMUM Of FOUR FEET CONSTRUCTION PURPOSES,
OF CLEARANCE AROUND THE ELECTRICAL TRANSFORMER OR TURN
�(( ��' LLL111��I��N��1MMMff1��uM DEPTH UP NEXT TO THE ELECTRICAL POLE AT THE BUILDING STUB UP INTO DEVELOPER P`2 S EASEMENTS FOR ELECTRICAL INFRASTRUCTURE
COMPACT SuBGRME TO 991 STANDARD AS NSTALLED i0R ELECTRIC LADES (INCLUDING STREET LIGHTS).
PROCTOR DENSITY PER ASTM DIEBB TO THE MECHANIGL POOM, TELECOM ROOM, OR NEXT TO THE BUILDING
WITHIN O TO + 1 OPTIMUM MOISTURE /4018' O.C.B.W. ECT
COORDINATE ELRICAL ERVICE DETAILS w
WITH RICAL
ELECT
' COMPACTED SUB(iPADC BY THE ELECTAHCAL METER. THE PVC CONDUIT SHOULD BE AT LEAST OPfRAl10N4 COORDIFA S CONTACT TONY MIC O
DINT C ONTENT I-A CONTRACTION JOMt TWO INCHES OR URGER AND ALL SWEEPS ARE A MINIMUM Of 1B (979) )64 -3680 DE H'ToR R INSTALLS CONDUIT AS RER CRY OF
(0 ♦' SP'I'CING) INCH RADIUS. CONTACT MIKE LAVENDAR O (979) 846 -1989. CMLEOE STATION STANDARD SPECIFMATIONS AND DESIGN.
" "- 3 BA A Tw O, w SM OOTH DO AND D WITH CONTRACTION JOINT UET
/3 BN15 A 12' D.C. ( R INSTALLS C E ON T ECE PER CITY ORDINANCE.
DAVE To BE FLUSH WITH TOP OF INLET ArvQ DRE IKE THE ELECTRICAL METER R AILL WILL K ON HE 1MN(ORMER.
SIDEWALK DETAILS THE DEVELOPER IS RESPONSIBLE FOR THE tNSTALLATON Of SERVICE
FROM THE TRANSFORMER TO ME BUILDING. THE CITY WILL MAKE UP
T " {AUTOMOBILE PAR�KCING°6 .5 W l�K O CONE � W %Y4018 w.
PREPARREED SUBBGGRPDE
SEE OEOlEGNHICAL REPORT
PROVIDED BY OWNER FOR COMPACTION
mm7m W ,-
EOUNLEUENTi
PAVEMENT DETAIL
CONCRETE
A LL EXPOSED CORNERS ON STRUCTURES SHALL SE CHAMFERED 1/4'.
PAD
REIN, ING STEEL $HALL BE PLACED WITH TIE CENTER OF THE
DE
OUT9 LAYER Of BARS 2• FROM THE SURFACE OF THE CONCRETE.
RRRRM CHAIRS ARE 8E MANDATORY.
9MWALKS ALL LED SD AS TO ACHIEVE A M'
OF A INCHES IN THICKNESS UPON A 2 INCH COMPACTED SAND,
OR EW-ENT CUSHION AND A COMPACTED SUBGRADE,
ALL SIDEWALKS AND FLUMES SHALL BE CONSTRUCTED USING
CONCRETE G 5 SACKS OF CEMENT C
PER CUBIC YARD AND
A MlIWM 241-1- OMPRESSIVE N f ]000 PSI.
ALL STRUCTURES. CURB AND GUTTER AND PARKING LOTS
SHAH BE CONSTRUCTED USING CONCRETE HAVING 6 SILKS OF
CEMENT PER CUBIC YARD AND A MINIMUM 2$ DAY COMPRESSIVE
ENGTI pF .GOO
ALL CONCRETE CONNECTIONS SHALL. BE OBTANED BY DOWELS AT
ALL CONNECTING FACES MTH NO, 3 SMOOTH REINFORCING BARS
ON 18 ARCH CENTERS. THESE GONHECTIO"S SHALL BE PROVIDED
WITH 1/2 INCH EXPANSION JONT MATERIAL (NON EXTRUDING FILLER)
ALONG THE EMIRE LENGTHS AND SHALL BE CAULKED WITH
SONP,WAN SL -1 OR AN APPROVED E DEPTH D< DOWEL
EMBEDMENT SHALL BE A MINIMUM OF 6 INCHES. CONNECTIONS TO
ExISDNG STRUCTURES TO K SAWCUT.
APPROVED E00-
SEW ME CORNECTIO
THE DEVELOPER SMALL MEET WITH ELECTRIC DEPARTMENT PERSONEL
TO FINALRE THE EXACT LOCATION OF ELECTRICAL LINES AND
NFORMER.
PARKING REQUIREMENTS:
PHASE BUILDING TOTAL PARKING
SEATING SPACES
I FELLOWSHIP HALL 115 115
AND CLASSROOM
2 woRSHIP CENTER / 345
AUDITORIUM
345 SEATS / 3 - 115 REQUIRED
115 PROVIDED
SEWER SERVICE: WATER SERVICE
(GALLONS PER MINVTE) (GALLONS PER MINUTE)
ADJ USTED DAILY - 5.6 GPM AWUSTED DAILY - 9.8 GPM
AVERAGE DAILY - 3.7 GPM AVERAGE DAILY - 3.7 GPM
PEAK HOURLY -16.7 GPM PEAK HOURLY -18,7 GPM
INTERIOR ISLAND CALCULATION:
67 PEPofERAL SPACES / 5 :80 - 804 Sr
AP PRROPO ED RSI LANES 180 x - 720 SF SF
E%CES$ END SLANDS 2 O 372 AND 2 O 215 - 1174 SF
AND 64 6 EM - 10 Sf S REOUIRED. (HOT AODRI°NAL ISLANDS REOUIRED)
SOLID WASTE
2'X12 DUMPSTER PAD SHALL BE PLACED IN PHASE ONE.
NO PORTKJN OF THIS PROPERTY IS N THE YEAR fLOODPLAN PER
FEMA FM4 MAP NO. 4804100142 C ME DATE DATE JULY 2. 1992
PHASING:
PHASE ONE WILL INCLUDE THE PARKING SPACES AMID DANES, THE 3D8
P�HwY T1vOP NN1 "CD THE f O U S I I -, CENTER /wdTOR UM
PHASE TRACE 15 0.94 RCE t WE.
;S ELEASED FOR THE PURP
o
FT P.E. ►
E USED � wit.
S FOR: ��` LLL " "• OJ
O BIDDING PURPOSES
OWNER:
TEXAS CONFERENCE ASSOCATION
Of SEVENTH DAY ADVENTIST
11 11 HIGHWAY 67 WEST
ALVARILO l[%AS 78°09
TELEPHONI;:(817) 790 -2255
CONTACTWSOry
N
DR. 5. DAVIS. PASTOR
O
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ExISTIrvG CURB ALONG FRONTAGE ROAD
TYP.
2)5' EDGE CT PAVEMENT t0 CENTERLINE OF DRIKwwr
20.0 r
o
3o.9r
/ PHASE ONE SE ONE
3085 S. ONE STORY BULLDNG Z ORY -e AG 4' SIDEWALK FELLOWSHIP ASSROOM HALL ULLDNG
1 / r WHEEL STOP 7
TYP
mo
n
L OO C ATa DO Mn MAP
PLAN OF EXPANSION AND
CONTROL JOINTS IN PAVING
T ..- PAVEMENT, SUBGRAOE A SUBBASE
HI„ KNESS AID AE_ pM[NT SPENFICAlgn6
GE
OTEC"NICAL REPORT Rov1DEL Br OWNER.
PROPOSED 3/4' WATER METER
x -BLOW -OFF ASSEMBLY -FIRE HIDRANT
% -PP
. . . .. . ..
AE
. . T .. . I . .
LINE
I
".HE R
I r
PROPOSED SCN J / DERGRQIND
ELEC.VERIZ °N.CCA
° PUBLIC Y EASEMENEASEMENT
PHASE ONE
AAJE
PROMO By SEPARATE mEiS
1 I I
I II
I I
PHASE TWO II
1
OE STORY BUILDING
IF
o OR CENTER / AUDITORIUM 0' Pyc C
2' WAIEA SERVICE-
CONFIRM AL SEAVIC E LMF
vM TCn ?[NECTCURAL PU1 15,0 20.0
M I
t j
0 1
UNDERGROUND ELEc. KmzO . Cox-
7A l
FLEE. TRANSFORMER I I I
I
ELECTRICAL.
6•sA".sw.
P 01' A
01 M SLOPE I C
GOX VER ZOH
11.92' I �••
� I
20.0 r
o
3o.9r
/ PHASE ONE SE ONE
3085 S. ONE STORY BULLDNG Z ORY -e AG 4' SIDEWALK FELLOWSHIP ASSROOM HALL ULLDNG
1 / r WHEEL STOP 7
TYP
mo
n
L OO C ATa DO Mn MAP
PLAN OF EXPANSION AND
CONTROL JOINTS IN PAVING
T ..- PAVEMENT, SUBGRAOE A SUBBASE
HI„ KNESS AID AE_ pM[NT SPENFICAlgn6
GE
OTEC"NICAL REPORT Rov1DEL Br OWNER.
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Brick soldier course b mortar
. . . . . . . . . .
sloped "cap" for runolf
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Min. 5.25" t. letters
k
I — L---�----J
I— 1350 Earl Rudder Sduth
T!
----------------- - -- - -
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F��� F - - -1 F I — �l
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SINGLE SPACE
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31 rx e
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band
%r'l hi f et re f CP Ve
b-c H
Ref. Sheet 11 for planting group surround lr-�Eaale
S r
Sheet C-1, Sign for
All Handicapped
Parking Spaces
Sheet C-1, Add sign for
/ Handicapped Parking
Spaces 3, 4 & 5
ns for S - ig vis'ually imp r
aired need aised
[
leftns and numerals (1 /32 ire (0-7 -9 m m) the minimum vieen in mm) and 2 in Plettogra M-
TV ') betvi 518 (166- (60 Sac�qplumq , M-
d
A - N VIA!
MM high, with uppercase, stains serif or
D
MULTIPIE SPACES own&
simple serif type tawt,.Grade 2 Braille anda'
- to 'a - e
descriptive ptc 9 rl_ M The m m um h-, ig ht fo r
J
t lie p t-dog ra m ir s 6 1 n (1 52 rim)
2, TVtie van -ccet r
4
t -4- Ilk a:1 k-I'LLa. A ;- �hlt I %J " A 1 k U I +%IV%;^.nl
lz- J- J, - : 111.
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Fra, n- re, ir ifeir'n. filc).ri c�rri
acc pforking
O A
4, All [e 11rIg gr n
& ,
Mount on fascia, center of vehicular
traffic path, bottom of sign extends 2
3 ht. white letters on red (not below lowest construction feature
vermilion) background adjust 8"T height on sign to be 1" belaw actual botton
,..,one building corner - rof sign to
a)
flood light on each of 2 signs) highest pavement/slab measurement
113C 1003.2.2.5.
r F
'VEHICLE MAXIMUM HEIG"HT 8'—b"%"
t00%
uccuency
P Y
0
.
Max - 132 &
a) P
Position outside Classroom doors
(9 persons @ Study)
To Go Is
NOTE:
Refer • MEP Sheets for
, other signage required
VAUGHNI
1 %.1 1111 11Q1 I
a n d • ng
ntrasti
backgrounds
ARC ITE C T
---
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L
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Fra, n- re, ir ifeir'n. filc).ri c�rri
acc pforking
O A
4, All [e 11rIg gr n
& ,
Mount on fascia, center of vehicular
traffic path, bottom of sign extends 2
3 ht. white letters on red (not below lowest construction feature
vermilion) background adjust 8"T height on sign to be 1" belaw actual botton
,..,one building corner - rof sign to
a)
flood light on each of 2 signs) highest pavement/slab measurement
113C 1003.2.2.5.
r F
'VEHICLE MAXIMUM HEIG"HT 8'—b"%"
t00%
uccuency
P Y
0
.
Max - 132 &
a) P
Position outside Classroom doors
(9 persons @ Study)
To Go Is
NOTE:
Refer • MEP Sheets for
, other signage required
VAUGHNI
1 %.1 1111 11Q1 I
a n d • ng
ntrasti
backgrounds
ARC ITE C T
---
L
L
' j� � 1! I ' j�' �� I; I i i!';� i i i I i i
AIR#& 0 ZLM 'WaL
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