HomeMy WebLinkAboutDrawings5� SITE SPECIFIC NOTES:
to - r 1. THE OWNER & DEVELOPER OF THE PROPERTY IS WORTH ACQUISITIONS, LLC. THE SUBJECT PROPERTY IS -
S ti�'F �� o �� �o LOT 5, BLOCK 4 AND LOT 9, BLOCK 5 OF THE W.C. BOYEfT ESTATE PARTITION SUBDIVISION. THE
q 'S, l PROPERTY IS ZONED NG -3; NORTHGATE RESIDENTIAL.
ti•
72
9l�yoo -
p�' 2. PROPOSED BUILDINGS ARE TWO, THREE-STORY TYPE VB -SPRINKLED. 403 COLLEGE MAIN, IS 6155 SF
EXISTING y si0� S/ >r / WITH HEIGHT OF 29' 9, Ya", AND FF=350.00. 408 COLLEGE MAIN IS 5716 SF WITH HEIGHT OF 29' 9 "
AND FF=351.50.
�F.2q
)6„
-
\6 3. FIRE FLOW HYDRANT DEMAND IS 2,5b0 GPM. WITH A FIRE SPRINKLER . SYSTEM THE REQUIREMENT IS
1,500 GPM. THE EXISTING HYDRANT AT COLLEGE MAIN AND LOUISE WILL PROVIDE THE HYDRANT FLOW
FOR THIS PROJECT. 6 1 rj
_ EXISTING EXISTING 1p y4 R '. " w
T [-36--1-15 Q mrn.15 36 -I
TRANSFORMER GAS LINE S " 4. THE DENSITY IS 41.9 UNITS PER ACRES (13 UNITS AT 0.31 ACRES). rT \ s
�p
L,� 1f I \
0 \ Ol '�o�o O 5. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY ,�- 7'
?sem TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305E, EFFECTIVE MAY 12, 2012.L� 0Z , R S
/ PROPOSED PROPOSED O 'A ! �F O l - --
ELECTRICAL T „ p�,yt�s/ p 00 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER 2"� �_ - „ 35
6 SEWER O � S If COLLECTION SYSTEM OF COLLEGE MAIN. DETENTION IS NOT PROPOSED FOR THIS TRACT. 3 4
SERVICE C �, SERVICE / 2 >r
L
., / C,� Cn� 92 � G of 7 �� � ..
l \. \ F V
o 9 O 7. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS.
0 1f 1f 3 „
"
.CARPORT PARKING :., ... ... • , � FS :
u o c+ _ . 3
(9 X 20 TYP) R FOR THIS PROJECT IS 0.31 ACRES 13 486 S "
OTT�p p �� ;
8. THE DEVELOPED AREA ( F). NOTES. s
O
' ? : •, .; : ... PROPOSED TRASH ENCLOSURE
ti G O �.
o ? . FOR 90 GAL RECEPTACLES
9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
1. MODEL: INVERTED "U" BIKE RACK 0
� � S F l .• %'4 <,,•,,,,. .� S 6 WOODEN FENCE W/ .,GATE ',
o ot. ,.... _. 1f PRE-. APPROVED
.. S EQUIVALENT.
REQUIRED.3
/r
4'50'10. TRAFFIC IMPACT ANALYSIS IS NOT
F S I.• .:• ,{:•,,, ,,. TRA C MPA A L
i y /, r ,
O G.
i f
f
U � :. � , • ,,,,,, .,,, 2. ALL SURFACES S
c F O HALL BE
h _
9 ti F ,,,... ,, f <,, / 1 1. SOLID WASTE PICKUP WILL BE PROVIDING BY THE COLLECTION TRUCK ENTERING. THE PARKING LOT AND T '� a
9 , "� �, �1, : ;: HE q -��`- 4 BARS
SCALE IN FEET s � ti •
F �, , ,.,•,,,, ,;; I--� BC IS ON - # ELECTROSTATICALLY POWDER- COATED
G 9 90 GALLON CONTAINERS ROLLED TO THE TRUCK FOR COLLECTION. -
F O i, PROPER LINE
o„ WITH POLYESTER .POWDER COATINGS.
_ 0.63
/ a .. .,;., E,.: ,• 9 3'4 X 18 SMOOTH
GENERAL NOTES.
T
l,,,l,:- :. • ru, EXPANSION DOWELS
�23.50 ff
�• GARAGE PARKING .. ,, .,, .! „ , ., 5 PUE
y , . ,-. VERIFY THE EXACT OC V
/ B „{ 1. CONTRACTOR IS TO ERIF LOCATION AND ERTICAL POSITIONING OF EXISTING UTILITIES
• - , . ,... 8 HDPE ,
9
- 9 X 20 -TYP . ,.,
c ( ) ,. ,.,,,,,,. 128 412 .AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON PLANS OR NOT
S .f- ��...;,: STORM DRAIN ( / )
AT LEAST. 48
s ' /
.HRS. -PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY 'DAMAGE DONE TO : CURB -DETAIL BICYCLE RACK DETAIL
p 408 COLLEGE MAIN:
;,+ 1 EXISTING FACILITIES. CALL 1-800-DIG-TESS.
PARKING ANALYSIS FLOOR AREA RATIO � .� • ::,�a!,It
r F f N.T.S N.T
s IS t, , }•, S
p. �y HEIGHT -29 9 :..: I. ,!.
Y8+,. :.:. : 2. AL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OT 1
F � �. � :!,{ ,!,. L OTHERWISE NOTED.
COLLEGE MAIN
408 COLLEGE MAIN 408 C E � 7 � - .. .. :1,:, ,,,+ :, , , : T `
p �i 5;716. SF, FF 351.50 - � ,,:,,,: ; �.,�: } /. I
.1
. u; ;!,,,:- 2X2 GRATE
J r [ . sl, � ,, :... iA 27 TEFL SLATS „ „
�;, . , 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN COLLEGE STATION 2010 ( )
T PROJECT BENCH MARK: \ ,, •::�.r �,,:,, INLET u : / 1 2 x 2 SOLID
BUILDABLE. SITE AREA 5600SF - ; ,, :., BC IS. ON � /
�j. ,;,I, N' ARE RMED FROM
REQUIRED PARKING �.,:•.. ,. „ / STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD
STEEL BAR, WELDED
"X" IN TOP OF CURB 5" PUE, PAE, .;,,"� ; •!{' / - PROPERTY LINE
_ _ I, \ SPECIFICATIONS FOR STREETS &DRAINAGE. Y4 x1 Y2 OLID STEEL 4 WIDE CURB,
4 4®1 BEBROOM APARTMENTS ELEV - 350.87 \ &LANDSCAPE ,.•.,: ,,I t: :,.+; , , : AND GROUND BRICK .PAVERS
.TOTAL 1ST FLOOR AREA (HEATED) 374 SF \ ... ; ,;u}t. • ..,, rl,i
:.:,: „tt,;l,t,• S T MEMBERS FOR EDGING
EASEMENT \ „ /
1.5x0.75 / 1 • t , Vl,t I
1.125 SPACES PER BEDROOM ( ) \ fs t.s
T ND FLOOR AREA HEATED 2671 5F .. ...., .. /
TOTAL 2 O
�, ; ,, , s., . 4. ALL UTILITY LINES WATER, GAS, SANITARY SEWER, G.T.E. STORM SEWER, ETC. SHOWS ARE TAKEN '-
EXISTING 8477 237 ,. { , ;s „ � `; � ( ) ,
( / ) i, },
TOTAL 3RD FLOOR AREA HEATED 2671 SF :.,•
4.5 SPACES REQUIRED 1 BR APART. (HEATED) ST AVAILABLE RECORD INFORMATION BASED ON ONS max,
( ) 12 WATER � : • ;• ; t , . .,.:;• FROM BE CONSTRUCTION UTILITY MAP DOCUMENTS ., . .,
I . • 1" THICK
i 1 ,h, !,-
TOTAL BLDG FLOOR AREA HEATED 5716SF G� ; :, , a \ ,� / OBTAINED BY FROM CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND i N .•:�•..::.-• .. •.:: � SAND BED
(HEATED) MAIN � G � A / FIELD EVIDENCE. SHOWN
EXISTING % m. !,,i,• / i POSITIONS MAY NOT REPRESENT ,AS -BUILT CONDITIONS.
3 1®3 BEBROOM APARTMENTS 408 RATIO IS PROPOSED s! ;ih" PROPOSED 4 THICK CONCRETE
RETAINING ,(I,:, � i� „
0.75 SPACES PER BEDROOM (txo.75) WATER SERVICE t' - 3 REBAR
5600 SF .5716 SF (1 1.02) WALL 6 CONCRETE 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. # (6 FOR DRUEWAYS)
2.25 SPACES REQUIRED 3 BR APART. SEE SHEET 6 & !I! {, ,i, / �. PAVEMENT
CLEARANCE 18" O.C.E.W
BRICK DIMENSIONS
( ) }. � it ist }t,• , / i� '
DETAIL THIS PAGE i ,!, f II , t FOR 1 2
THEREFORE, MEETS THE FLOOR AREA : 1}::! t fLl 6. ALL SITE LIGHTING SHALL COMPLY WITH SECTION 5.6.B.9.D AND -SECTION 7.9 OF THE UDO. / 1 „ „
i {{i! sL,4 .d 1, 11 / 7 s x 3 7/a x 2 3/a
� \ G 1 4 ,,,,,, s:- , a „ttl, ANCHOR BOLTS
RATIO REQUIREMENTS o, t1 ! /. OTES ;
/ f , ( •, FDC RISER I I , � ,
7 TOTAL SPACES REQUIRED LII . / a ;� // „ ,
(• „t. „ 7. THE PARKING LOT IS 6 DEPTH CONCRETE PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEG .-
'l1j !i{! PE � r E •�s.
i ,1 r : 12 HD _
403 COLLEGE MAIN 1 tltt _ •'4 PATTERN:
PROPOSED • r,� -, �r : STATION REQUIREMENTS. MODEL: ; TEELSITES SERIES #RB 28
S {1 / : / STORM DRAIN
? ".' RUNNER
PROPOSED PARKING. O• � TREE & ►i' : i ,I1I,5 BLDG.. 4 BY VICTOR STANLEY INC. OR
S
,
I, \ 1
f
BON
E I - _ D
BUILDABLE. SITE AREA 5310SF 9 TREE GRATE
1
� 3 50 t c . I I 0 METERS END 8. LANDSCAPING AND IRRIGATION DESIGN & .ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & PRE APP OVED EQUIVALENT. LENGTH._
1 CARPORT SPACES O �1 �. { ;(S / BICYCLE - LEG
� IRRIGATION ANS. -FT •
T RACK RRIGATIO PL 6 NOTES.
6 GARAGE SPACES S G jt i
TOTAL 1ST FLOOR AREA HEATED .254 SF � F` III :
(HEATED) 5 PUE, PAE, ;9. (6 SPACES)
7 TOTAL SPACES PROVIDED S RELOCATED s ` / - 9. RADIUS IS SHOWN 0 THE DIMENSIONAL 0
TOTAL 2ND FLOOR AREA (HEATED) 3066SF 9 & LANDSCAPE g•72 �/ l THE BACK OF CURB RA N I NAL C NTROL PLAN. ( ALL SURF„CES SHALL BE _ 1. 'BRICK PAVERS .SHALL BE HOLLAND
EASEMENT STREET ELECTROS ATICALLY POWDER -COATED
TOTAL 3RD FLOOR AREA (HEATED) 2835SF sr p
T STONE BY PAVESTONE IN RIVER RED
LIGHT �S PROPOSED o� R EXISTING 10. THE BEARING SYSTEM SHOWN HEREON IS BASED ON• GRID NORTH AS ESTABLISHED FROM GPS WITH POLYESTER POWDER COATINGS.
TOTAL BLDG FLOOR AREA (HEATED) 6155 SF (8454/259) ADA \ O BRICK PAVERS 41 FSS Q oy COLOR.
403 COLLEGE MAIN EXISTING \ / \ F ''O /siOl CONCRETE OBSERVATION. �,
BENCH RAMP , ,��'Ayll O�,F% PAVEMENT ALL WELDS SHALLBEPOLISHED UNTIL
403 RATIO IS \ p n F 90 2. ALL BRICK PAVING SURFACES SHALL
p/ Al t;
SITE SPECIFIC NOTES: _
l0� ��, 1. THE OWNER & DEVELOPER OF THE PROPERTY IS WORTH ACQUISITIONS, LLC. THE SUBJECT PROPERTY IS
%� p>> Bo LOT 5, BLOCK 4 AND LOT, 9,' BLOCK 5 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE
ME
tic <N l PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL.-_ F�i
_
�O�'O�FGOF`YL, O 2. PROPOSED BUILDINGS ARE TWO, THREE-STORY TYPE VB -SPRINKLED. 403 COLLEGE MAIN IS 6155 SF "
EXISTING �yFS�O�F 'As sr WITH HEIGHT OF 29' 9 Ys", AND FF=350.00. 408 COLLEGE MAIN IS 5716 SF WITH HEIGHT OF 29' 9 ,; 72
fi
6„ SEWER AND FF=351.50. 24
& MANHOLE Is, O F
�6' 3. FIRE FLOW HYDRANT DEMAND IS 2,500, GPM:: WITH A FIRE SPRINKLER SYSTEM, THE REUIREMENT IS
1,500 GPM. THE EXISTING HYDRANT AT COLLEGE MAIN AND LOUISE WILL PROVIDE THE HYDRANT FLOW 6" 15'
FOR THIS PROJECT. R
EXISTING EXISTING O y4
TRANSFORMER GAS LINE �s 4. THE DENSITY IS 41.9 " UNITS PER ACRES (13 UNITS AT 0.31 ACRES).
X00 �2 �0 " „
O \ l Ro o O 5. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, 3 ,� y R
5
�5N \ `? �c 9>�'sR��� TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305E, EFFECTIVE MAY 12, 2012. °�j
I
PROPOSED PROPOSED y0p�'AF< 6'c�,A�'O�O 6. THE STORMWATER RUNOFF' FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER "' „ 35
ELECTRICAL / c 6" SEWER ti `r�0, s oir COLLECTION SYSTEM OF COLLEGE MAIN. DETENTION IS NOT PROPOSED FOR THIS TRACT. 2 3 4
SERVICE p SERVICE / O F ,p u „ L
<p : \ F 9� O 7. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON. THE GRADING AND DRAINAGE PLANS. 1 °
lS CARPORT PARKING ;. • . E`s, „ ° " 3
3 2 24"
2 �tC.
o �7i 0' �' (9 X 20 -TYP) ,. 8. THE DEVELOPED AREA FOR THIS PROJECT IS 0.31 ACRES (13,486 SF). NOTES: s
T q�0 D�cg 6>p� \
PROPOSED TRASH ENCLOSURE
'LTG O s �.
O o o : °' FOR 90 GAL RECEPTACLES 9. THE ON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. "U"
s E IRRIGATI
'P l O� •. , 5.2 qs 1. MODEL. INVERTED U BIKE RACK OR
SsFG, y Cp )', \a (6 WOODEN FENCE W/ GATE)
ti F �+ L. i,;...,,:.`• _ S PRE- APPROVED EQUIVALENT:
o o �` o o 3
�F Cj �r 4.50 10. TRAFFIC IMPACT ANALYSIS IS. NOT REQUIRED.
20 10 0 0 0 ss�q� ,,: ;,
�. ti i0 G q, >z ., , ,,,, 4.5 ...
2. ALL SURFACES SHALL BE
'L 11. SOLID WASTE PICKUP WILL BE PROVIDING BY THE COLLECTION TRUCK ENTERING THE PARKING LOT AND THE [.
q , �lj "� q�,'L�• �. � +',! j:' 'I''Is , , . / \ BC IS ON �- 1�- #4 BARS ELECTROSTATICALLY POWDER= COATED
SCALE IN FEET S F /yti� N,;y: I;;` - 90 GALLON CONTAINERS ROLLED TO THE TRUCK FOR COLLECTION.
1_ I ?O, l S n ';ir I,s; / PROPERTY LINE " WITH POLYESTER POWDER COATINGS.
to e 7' X 18 SMOOTH
0.63 . • .:...:, - S
GENERAL NOTES. EXPANSION DOWELS
3.50
2 -
GARAGE PARKING „ . , ,,. 5 PUE
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES
� B :.,, 8 HDPE �" :. _
'L q 9 X 20 -TYP "., .,. i
( ) '!•" AiN ` (128/412) AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 _
STORM DR
,
- RACK tr T�L� ATT
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO CURB DETAIL BICYCLE RACK DETAIL
O EXISTiNG FACILITIES. CALL 1 -800 -DIG TESS.
O
408 COLLEGE MAIN: ; l;l ,t;..,.
PARKING ANALYSIS FLOOR AREA RATIO ,i! \ _
rs F !
- � HEIGHT 29 9 Yg �, . , d, , , d,• 2. ALL RADII AND DISTANCES. ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED."
5 716 SF FF -351.50 �/.:,:,Ias!±,.'! /
408 COLLEGE MAW 408 .COLLEGE MA �O � , � r ,I ,
22X2 GRATE
b •,,,.,i±, , ,-.: c�` 27 ST EL SLATS::. ,I
J \ : 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN COLLEGE STATION 2010 ( )
.: f.,�;• �,,�,�. / 1 2 x 2 -SOLID
PROJECT BENCH MARK. \ . .n .:: •:; ::..,,,,, INLET cS I /
B SITE AREA 5600SF BC IS ON AR FOR D RO
BUILDABLE .. . .: ; . , a STANDARD SPECIFICATIONS .FOR WATER & SEWER AND THE CITY OF COLEGE STATION .STANDARD - E E F ,
REQUIRED PARKING X IN TOP OF CURB 5 PUE, PAE,
.�,•!� •,. , I • ` _ STEEL BAR, WELDED �:
• : t'} •' ; :! ii.!i,+ i p PROPERTY LINE �,
..• , . ±I ± •, SPECIFICATIONS FOR STREETS &DRAINAGE: Ya"xl Y" SO ID STEEL. 4 WIDE CURB
_ „. ,t ,.,,,,, \ z AND GROUND
- _ &LANDSCAPE .. , } ,:.,, ,., ,, ,, BRICK PAVERS
4 4®1 BEBROOM APARTMENTS ELEV 350.87 \ 16s ti,
TOTAL 1ST FLOOR AREA (HEATED) 374 SF
... : •:,'::. ,,; Ultu, SEAT MEMBERS_ FOR, EDGING
EASEMENT ,:
,
u
.5 0.75 f • 4., , . � '
t x \
5 SPACES PER BEDROOM ) ..: s .
1 12 ( 0 AREA HEATED 2671 SF �, • . ,- O
TOTAL 2ND FLO R \ , � .. 4. UTILITY LINES WATER GAS SANITARY SEWER G.T.E. STORM SEWER ETC. SHOWN, ARE TAKEN r
\ ALL ( ) „.
(HEATED) EXISTING 8477 237 ,. , ,I: :, ,,;:,,, � ,
( / ) G.. ,
\ \ !
. '
INFORMATION BASED ON CONSTRUCTION UTILITY LITY .MAP
DOCUMENTS • •...: - . >.. - .:. SATHICK4.5 SPACES REQUIRED (1 BR APART.) TOTAL3RD FLOOR AREA (HEATED) 2671SF 12 WATERFROM BEST AVAILABLE RECORD
ND BED BLDG FLOOR AREA (HEATED) 5716SF MAIN OBTAINED BY FROM CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE.
- -
SHOWN : '. • :.•. • ..,:
f t ti, RESENT AS CONDITIONS.
:,,,Ila, / 'r POSITIONS MAY NOT REP
F S � EXISTING ,,•, \ 4. THICK CONCRETE
3 1®3-BEBROOM APARTMENTS r±, PROPOSED
408 RATIO IS PROPOSED �;i I / i/
RETAINING ./ „
3 REBAR 6 FOR DRIVElAYS
0.75 SPACES PER BEDROOM (1x0.75) WATER SERVICE ! 6 CONCRETE 5. E CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE. PLAN. # ( )
5600 SF .5716 SF (1 1.02) WALL i, / y ELECTRICAL CON CLEARANCE „
I \ PAVEMENT
18 O.C.E.W
2.25 SPACES REQUIRED 3 BR APART. SEE SHEET 6 & • I ,. ;,,,, :. ;•
( ) i , I, / / „ BRICK DIMENSIONS.
I !. I �/
DETAIL THIS PAGE I I,i, ,. FOR 1 2 "
` ,{1, � . : 6. 'ALL SIT LIGHTING SHALL COMPLY WITH SECTION 5.6.B.9.D AND SECTION 7.9 OF 1'HE UDO. / 13 7 3
THEREFORE, MEETS THE FLOOR AREA II+,I,! ! !y±ll E 7 /s x 3 / x' 2 /
ILI�u , , f:;• ; , : >, ANCHOR BOLTS a a
RATIO REQUIREMENTS o :. , . „ � ••
7 F !! f, FDC RISER 1:.
7: TOTAL SPACES REQUIRED L {, I COLLEGE. �; •. ,..
7. THE PARKING LOT IS 6 DEPTH CONCRETE PAVEMENT' TO MEET OR EXCEED MINIMUM CITY OF .
,.t
12 HDPE - PATTERN.
1. MODEL. STEELSITES SERIES RB 28
403 COLLEGE MAIN PROPOSED In,t,; STATION REQUIREMENTS. #
S i ,,:, / / STORM DRAIN
2 /.
I ! I , .,• i /� < . RUNNER
PROPOSED PARKING. a TREE & {i : 1:5 BLDG. . 4 T
!t „��} BY VICTOR STANLEY INC. OR
9 I I`t I . LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON . THE LANDSCAPE & PRE -APPROVED EQUIVALENT. LENGTH: BOND
- BUILDABLE SITE AREA 53.10 SF � 9 TREE GRATE 3.50 I t , , ryll;, 0 METERS BICYCLE LEGEND 8 CA
1 CARPORT SPACES \ \ I .! it ; , /
-f•• - •� . i,i i i / RACK IRRIGATION PLANS. 6 -FT NOTES:
_
6 GARAGE SPACES S Ci II 1 .
TOTAL 1ST FLOOR AREA HEATED 254 SF I±I
6 SPACES
(HEATED) 5 PUE, PAE, .q.
7 TOTAL SPACES PROVIDED O RELOCATED S / 9. THE C OF CURB RADIUS. IS SHOWN ON THE DIMENSIONAL CONTROL -PLAN. 2. ALL SURFACE 'i SHALL- BE
TOTAL 2ND FLOOR AREA (HEATED) 3066SF q��� &LANDSCAPE 8.72 /�. ! BACK 1. BRICK PAVERS SHALL BE HOLLAND
STREET �'' Ori ELECTROSTATI;ALLY POWDER -COATED STONE BY PAVESTONE IN RIVER RED
TOTAL 3RD FLOOR AREA (HEATED) 2835 SF EASEMENT C S sr O
LIGHT j PROPOSED O ,� EXISTING 10. T T SHOWN HEREON IS BASED ON. GRID NORTH AS ESTABLISHED FROM P POLYES ER POWDER COATINGS:
(8454/259) \ S • F x O , O HE BEARING .SYS EM M G S WITH COLOR.
TOTAL BLDG FLOOR AREA (HEATED) 6155 SF _ O BRICK PAVERS 'L d'� Oy
ADA ,. c c �.O CONCRETE OBSERVATION.
N EXISTING sr l
403 COLLEGE MAI RAMP 4' l C, PAVEMENT ELDS HALL BE POLISHED UNTIL
ti , y l q �, 3. ALL W 2.. ALL BRICK PAVING SURFACES SHALL
403 RATIO IS BENCH O F F O
F c 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE' WITH THE CITY OF COLLEGE STATION UNIFIED THEY DISAPPEAR, FORMING A FOLLOW A
5310 SF 6155 SF 1 1.16 - PROPOSED 8X2 �� FS� F 5r RUNNER BOND PATTERN AS
DEVELOPMENT ORDINANCE: CONTINUOUS SURFACE.
REQUIRED PARKING: ( ) PROPOSED �' ti �O O SHOWN ABOVE.
\
TREE & �\ \ GRATE INLET & G� F q -yam
HYDRANT 7 q/'L �'i 2 PROPOSED
7 7®1 BEBROOM APARTMENTS THEREFORE, MEETS THE FLOOR AREA JUNCTION BOX .F W STORAGE AREAS MECHANICAL EQUIPMENT AIR CONDITIONING ELECTRICAL ME -TER AND "
TREE GRATE F q C LANDSCAPED SOLID WASTE S 0 4! BENCHED SHALL BE INSTALLED ON A 4 3. CONCRETE SHALL HAVE A 28 -DAY
1.125 SPACES PER BEDROOM (1.50.75) RATIO REQUIREMENTS \`\\ W SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL :MOUNTED, OR I I
BICYCLE THICK CONC ETE PAD: STRENGTH OF 3500 PSI
8 SPACES REQUIRED TOTAL `r W AREA ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING
RACK EXISTING \ EXISTING
! „ BRICK PAVERS MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE T - �T �T DETAIL
BRICK
DETAIL
� A T
SEE SHEET 7 (7 SPACES) ,{ 4iI 24 RCP PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, ,SII E V V 11L, BENCH 1lETC11L B1�LC1� PAVER LlET111L
PROPOSED PARKING: FOR LANDSCAPING i!�h 1 ± ! O \ PROPOSED
COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING
PROPOSED a,{II{• n'{Ii I�F BRICK
1 CARPORT SPACES !± u , , s �:I r \ EXISTING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET .WALLS, PARTITION SCREENS, AND BRICK .WALLS. N.T.S N.T.S
WATER SERVICE ;;ti!p ,R }ytll±lt , 5 S 2 \ PAVERS
7 GARAGE SPACES 1„{ t,,,a±t! S GAS MAIN
SEE SHEET 6 &
1 !u,+• G ` -- \ 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH LIDO. (f
8 TOTAL SPACES PROVIDED DETAIL THIS PAGEOOF MR111 is+
GARAGE PARKING I FDC RISER i!� 1 � , q•: -' PROPOSED 14. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE.. THE LOCKABLE ,
' ROOMI, 9 CONCRETE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. 1 -
(9 X 20 -TYP) ,,< < ,• S EXISTING � EXISTING STREET ; :
}',,
36 RCP %' LIGHT ELECTRICAL o SIDEWALK AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR
�tl,{7.17 BLDG. i±t, DESIGNEE, PRIOR TO INSTALLATION.
UE
TO METERS rrtt:,+.l �C \HE
I PROPOSED TREE PLANTER NOTES:'
O „
PRO
. _- SED. _.-
:,. i A MINIMUM 5 SQUARE REA OF I + i
CONCRETE PNMT 1. TREES SHALL BE PLANTED N M 4 Q A TOPSOIL EXTENDING TO, A DEPTH OF,
-1.: .1 _
o �i .• ,,, :. , / AT LEAST 4 : A MINIMUM 6 GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. „ '
A O
'L'GL � ItioOStnS� cF G
\ EXISTING
>
e
l,' e � �''•�
_
3
o (9 O 0.45' THIS WILL ONLYAPPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY
TRE BE REQUIRED.O O 4.50
O TREE GRATE
� pO EXISTING
oo 12 HDPE 2: THE FOLLOWING SOIL SPECIFICATION SHALL APP GRATE HALVES BOLTED
RM DRAIN-
133TOGETHER W/ (2) Y2 .
A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS
qJ,'y�, 'L .•' - . ,I,I k;,,+: ! ' SS HEX BOLT &HEX �I
F �! EXISTING L QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL NUT W WASHERS.
403 COLLEGE MAIN: ql 4. '':,u,,,t};,' 8" HDPE
- !
STORM DRAIN BRICK PAVERS - -, �\_ F THAT DOES. NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW: ! �
, ,, r • .4±
HEIGHT -29 9 Y ,.....:�±, 403
., -
„ .,s,. i COLLEGE ,: ,,,:,. / o
/ I B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON SUBSOIL SOILS j
6,155 SF, FF -350:00 _ , , ,,; ,,. „1,,;,' h � � :: (SUBSOIL) � ,.
t,t,± t, ::,: /
°� '? SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF
. • .. , i MAIN ,,,;t „• �/ . pc
, , .. NOTES:... 4 `
n
t,
,
,
i,
G
I ,t
t
,C ON B IS
�
R
P OPERTY LINE
a •li
1
_ 7
/
„
,
si
.1
7
.. •,,,,,� ,,,: ; :: 2X2 GRAT�
,
INLET
t
.4f
-I.i ,a
tl,.
t
,s. PROPOSED
i
„
f /
�O • . '',i;iS!...i � fli: 6" CONCRETE /
fO ,
R 0 ,
ts;
tt
1
. PAVEMENT
0'� ROO ARK23.50ROT P
P
1
k. O
'9 S %- :; + +• PROPOSED
TABLE 1: SOIL QLL4LITYS7AIVDARDS
SOLUBLE SALTS
< 2.5
PT
SODIUM ABSORPTION ATE SAR)
I R (
< 2.0
pH
6.0- 7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY
SPECIFICATIONS.
ORGANIC MATTER (%)
> 5
TABLE L
OTE:
w M 1" IRRIGATION
1" TAPPING SADDLE. PER
1., SHUMARD OAK TREE, 4". MIN
UNIFIED DETAILS & SPECS:
C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET .COMPACTION
1. 60" X 60f
NEENAH FOUNDARY CALIPER.
AUG 21
SPECIFICATIONS.
C AST IRO
TREE GRATE MODEL #
2" GATE VALVE
R _ 8738-
_
1. 2. TREE GRATE SEE DETAIL.
(403 ONLY)
D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE
I�
PROPERTY LINE
- -
SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20"
2. MATERIAL
SHALL BE 'CAST IRON 3. BRICK PAVERS - SEE DETAIL
BELOW FINAL TOPSOIL.
AST' A=
',8, CLASS 358 FINISH,,
VAVLE
,AT FILED:
NOT PAIN
�:
ED. 4, AMEND SOIL .PER NOTES.
CONTRACTOR SHALL GIVE THE CIT 8 HOU
E BEFORE TOPSOIL INSTALLATION,fV Y 4 R NOTICE TO ALLOW
NOTE: 2" GATE VALVE & IRRIGATION
` CO�A C
METER WILL ONLY BE INSTALLED AT
T TO ENSURE THAT SUBSOIL I F OF S PENETRABILITY
INSPECTION OF THE SITE H IL S REE DEBRIS AND MEETS r ENETRABILITY
REE G
TE DETAIL ' TREE PLANTER DETAIL -
W-1 2 VA VES SHALLBEININSTALLED�WTHIN
sTANDARDs.
THE EXISTING PUBLIC UTILITY EASEMENT
12x6
& NO LESS THAN 5' FROM THE
A O -
ti 9 X 20 TYP !1 , !:.,:. : ,,1 h:
S 6� J
F � ,
q O
l I MUST
± G TOPSOIL MEET ALL OF THE MANDATORY CRI NTS N.T.S
o F .. I {e o F. THE FINAL RESULTIN CRITERIA IN TABLE 1. IF
u 10 PUE �.
i, I .
, ±
�L . � ti .�, 9 ¢ . , . •. ,, , !{t,I ,! EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
o F o o �. -• -.. f ll ,
p ti O >.. ..
p s
F T IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
y s, S � S�, . •. •. . \ � EXISTING _
�O HYDRANT REQUIREMENTS.
1.35 •• '.:. ` �, �
T O \ PROPOSED A o O O O
ij „ 1 DOMESTIC
9� ? „ tic �, Ot 6 FIRE G. FOR TOPSOIL INSTALLATION SPREAD 2-3 OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED -
8.50 , . 6 SEWER F 69 O WATER SERVICE
u' f' O SPRINKLER A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4'
I E O SOIL WITH 1 L OF
SERVIC .L , �G� G, TO BLDG.
O S q SERVICE LINE
PROPOSED ,,, � 'Aa'f'E`9s..F` O'`r� . (PRIVATE) APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE.
( C®LL.ECE 1DIALN L®FT,Q
TO BLDG. I _
(PRIVATE) 3. ONE EXISTING TREE AT 403 COLLEGE MAIN WILL BE REMOVED AS PART OF THIS PROJECT. ( L
- - I - CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SO THEY CAN COLLEGE S TA Tj01 `% TEXAS.
SALVAGE THE TREE, GRATE, AND SOIL AFTER THE CONTRACTOR HAS REMOVED THEM.
6" ISOLATION VALVE i
SEE GENERAL 1' DOMESTIC
NOTE #14- WATER METER :
6x2 TEE FOR DUAL METER W.C.BOYETT
ESTATE PARTITION SUBDIVISION
BLOCK 4, LOT 5, VOL. 100, PG. 440 - 0.14 AC
BLOCK 5, LOT 9, VOL. 100, PG. 440 - 0.17 AC
403 & 408. COLLEGE MAIN
COLLEGE STATION, _ BRAZOS COUNTY, TEXAS
FEBRUARY 2012
OWN ER/DEVELOPER: APPLICANT: ENGINEER:
TAPPwcWort Acquisitions, LLC Worth. Acquisitions, Inc. Schultz Engineering
PROPOSED BUILDINGS.
SADDLE 4400 Did College Rd. 4400 Old College Rd. 2730 .Longmire, Suite ;A
TYPICAL WATER SERVICE DETAIL DRIVEWAY SPACING Bryan Tx 77801 Bryan, Tx 77so1 College Station, Tx 7 845
(979) 703-8925 (979) 314=9070 (979) 764-3900
N.T.S SCALE 1:40
r v i V t
LAYOUT ONLY, OTHERWISE
COLL.�G ` :MAIN L OFT1�°
w M 1" IRRIGATION
1" TAPPING SADDLE. PER
UNIFIED DETAILS & SPECS:
WATER METER
AUG 21
2012
(403 ONLY)
2" GATE VALVE
WM
(403 ONLY)
PROPERTY LINE
- -
_-j +I Q T71 W OT
r --
ELO.._.
R.O.W
6„ GATE
403 & 408 COLLEGE MAIN
EXISTING PUBLIC
VAVLE
,AT FILED:
WATER MAIN
:
NOTE: 2" GATE VALVE & IRRIGATION
` CO�A C
METER WILL ONLY BE INSTALLED AT
403 ALL
COLLEGE
W-12
W-1 2 VA VES SHALLBEININSTALLED�WTHIN
THE EXISTING PUBLIC UTILITY EASEMENT
12x6
& NO LESS THAN 5' FROM THE
COLL.�G ` :MAIN L OFT1�°
AUG 21
2012
f
;.
BOYETT, BLOCK 4 LOT 5
REOUIRE_
& BLOCK 5, LOT 9
_-j +I Q T71 W OT
r --
ELO.._.
: M...
403 & 408 COLLEGE MAIN
PL
,AT FILED:
` CO�A C
�.�•.....::.
COLLEGE STATION, TX
�;'
�i
0
N
0
N
m
a
403 COLLEGE MAIN 408 COLLEGE UIN
/ �i 01\/L 1: THE OWNER & DEVELOPER OF THE PROPERTY IS WORTH ACQUISITIONS, LLC. THE SUBJECT PROPERTY IS
UTILITY DEMAND UTILITY DEMAND s ti�F�,OBp LOT 5, BLOCK 4 AND LOT 9, BLOCK 5 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE
PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL.
WATER DEMAND (FIXTURE -COUNT METHODS WATER DEMAND (FIXTURE -COUNT METHOD) 'Lp� AgIFG�FgO �� FS' 'p A 2• PROPOSED BUILDINGS ARE TWO, THREE-STORY TYPE VB -
SPRINKLED. 403 COLLEGE MAIN IS 6155 SF
EXISTING
MINIMUM 0 GPM MINIMUM 0 GPM
6" SEWER f sj / WITH HEIGHT OF 29' 9 Ys", AND FF=350.00. 408 COLLEGE MAIN IS 5716 SF WITH HEIGHT OF 29' 9 „
AVERAGE 7 GPM AVERAGE 7 GPM c9 Fy�gQ V% AND FF=351.50. 24
MAXIMUM (PEAK) 30 GPM MAXIMUM (PEAK) 28 GPM &MANHOLE Is,\s O F ylFti /
3. FIRE FLOW HYDRANT DEMAND IS 2,500. GPM. WITH A FIRE SPRINKLER SYSTEM, THE REQUIREMENT IS
1" DOMESTIC WATER METER 1" DOMESTIC WATER METER 1,500 GPM. THE EXISTING HYDRANT AT COLLEGE MAIN AND LOUISE WILL PROVIDE THE HYDRANT FLOW " »
FOR THIS PROJECT. 6 5
I i
H
< 2.5
SODIUM ABSORPTION RATE (SAR)
2"
pH
6.0-7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
> 5
US
L -
\
SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20"
PI
I HALL BE CAST IRON 3. BRICK PAVERS - SEE DETAIL.
1 i
ASTM A-40,;
, CLASS 358 FINISH,
6" GATE.
(b, ,
D. 4. AMEND SOIL PER NOTES..
SITE SPECIFIC
NOTES:
i
6" ® EACH END
REE GRATE
DETAIL TREE PLANTER DETAIL
403 COLLEGE MAIN. ALL METERS &
W-12
403 COLLEGE MAIN 408 COLLEGE UIN
/ �i 01\/L 1: THE OWNER & DEVELOPER OF THE PROPERTY IS WORTH ACQUISITIONS, LLC. THE SUBJECT PROPERTY IS
UTILITY DEMAND UTILITY DEMAND s ti�F�,OBp LOT 5, BLOCK 4 AND LOT 9, BLOCK 5 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE
PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL.
WATER DEMAND (FIXTURE -COUNT METHODS WATER DEMAND (FIXTURE -COUNT METHOD) 'Lp� AgIFG�FgO �� FS' 'p A 2• PROPOSED BUILDINGS ARE TWO, THREE-STORY TYPE VB -
SPRINKLED. 403 COLLEGE MAIN IS 6155 SF
EXISTING
MINIMUM 0 GPM MINIMUM 0 GPM
6" SEWER f sj / WITH HEIGHT OF 29' 9 Ys", AND FF=350.00. 408 COLLEGE MAIN IS 5716 SF WITH HEIGHT OF 29' 9 „
AVERAGE 7 GPM AVERAGE 7 GPM c9 Fy�gQ V% AND FF=351.50. 24
MAXIMUM (PEAK) 30 GPM MAXIMUM (PEAK) 28 GPM &MANHOLE Is,\s O F ylFti /
3. FIRE FLOW HYDRANT DEMAND IS 2,500. GPM. WITH A FIRE SPRINKLER SYSTEM, THE REQUIREMENT IS
1" DOMESTIC WATER METER 1" DOMESTIC WATER METER 1,500 GPM. THE EXISTING HYDRANT AT COLLEGE MAIN AND LOUISE WILL PROVIDE THE HYDRANT FLOW " »
FOR THIS PROJECT. 6 5
I i
H
< 2.5
SODIUM ABSORPTION RATE (SAR)
2"
pH
6.0-7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
> 5
US
L -
SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20"
PI
I HALL BE CAST IRON 3. BRICK PAVERS - SEE DETAIL.
1 i
lI Yq M-\ , I-36"�15"� \ min .�15"-I-3 7A
SANITARY SEWER DEMAND SANITARY SEWER DEMAND NG
TRANSFORMER GASS LINE os 4. THE DENSITY IS 41.9 UNITS PER ACRES (13 UNITS AT 0.31 ACRES).
(@ 90% OF WATER DEMAND) (@ 90% OF WATER DEMAND) �f1 / C'p �2�0 } \
AVERAGE 6 GPM AVERAGE 6 GPM ��0 \ �a cl og �p� 5. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, 3' o 5" -
UM' (PEAK) 27 GPM MAXIMUM (PEAK) 25 GPM /5 wl \ c� TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305E, EFFECTIVE MAY 12, 2012. �j "O ( 19"
6 SANITARY SEWER SANI ARY SEWER LINE PROPOSED PROPOSED o� A l BO,q�, 1"o
,� I
0 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER 35"
ELECTRICAL T' FS c 1 2
�\ { SERVICE cq. SEWER \ ticO� ST �r COLLECTION SYSTEM OF COLLEGE MAIN. DETENTION IS NOT PROPOSED FOR THIS TRACT. 3 4
1
\ \ \ SERVICE i q��i�Aq,L A 6„ 70
.
O 1 \ ! 9 os 7. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 00 -t�- 3„ o-,-
\ ✓ �" �s CARPORT PARKING / l F 2'$ ~24"
V 01 11-'p 0 (9' X 20'-TYP) c� 8. THE DEVELOPED AREA FOR THIS PROJECT IS 0.31 ACRES (13,486 SF). 2 3) I NOTES: ��'6.
�,PROPOSED TRASH ENCLOSURE
� / �. o FOR 90 GAL RECEPTACLES 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALED PRIOR TO C.O./5 2 F G 90, 1. MODEL: INVERTED "U" BIKE RACK OR
'Lp� �c"pSpoF9�, 00 a / \ . �: J,\ (6' WOODEN FENCE W/ GATE) 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3" PRE- APPROVED EQUIVALENT.
20 1 O O O T �`sOSG �qi ¢� 4.50'%r f ?' ; 4 5 `\� \�%�� Q
�gT % \
2 G'
^� 9 2 t� L 11. SOLID WASTE PICKUP WILL BE PROVIDING BY THE COLLECTION TRU K NT RIN 2. ALL SURFACES SHALL BE
SCALE IN FEET �s �; ti c E E G THE PARKING LOT AND THE
BC IS ON 1- #4 BARS ELECTROSTATICALLY POWDER- COATED
G�, `'O• ql �0' T� .' 90 GALLON CONTAINERS ROLLED TO THE TRUCK FOR COLLECTION.
/ I( PROPERTY LINE WITH POLYESTER POWDER COATINGS.
0.63' 9s a 3/4" X 18" SMOOTH
iil23x50' GENERAL NOTES: EXPANSION DOWELS
GARAGE PARKING 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES
4's 9C� (9 X 20'-TYP) 8" HDPE 128/412
\
STORM DRAIN ' ,� � � (_ ) AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 �T�7�� T RACK �r n 7
c HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO CLTRB DETAIL BICYCLE RACK DETAIL
PARKING ANALYSIS FLOOR AREA RATIO -
EXISTING FACILITIES. CALL 1-800-DIG-TESS.
11 \ 408 COLLEGE MAIN:
$.Fc� HEIGHT -29' 9 y„ N.T.S N.T.S
F 6 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
408 COLLEGE MAIN 408 COLLEGE MAIN Qoy��q� \T� v 5,716 SF, FF -351.50, I 2X2 GRATE 1 \
BUILDABLE SITE AREA 5600SF PROJECT BENCH MARK: \ \ \ ii 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 (27) ST EL SLATS
REQUIRED PARKING: j „ , ,,, BC IS ON 1 /2" x 2" SOLID
"X" IN TOP OF CURB 5 PUE, PAE, �� ` INLET r' STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD ARE FOR IED FROM
i PROPERTY LINE STEEL BAR, WELDED
4 4@1-BEBROOM APARTMENTS TOTAL 1ST FLOOR AREA (HEATED) 374 SF ELEV = 350.87 &LANDSCAPE SPECIFICATIONS FOR STREETS & DRAINAGE. Ya."xl Y2" S ID STEEL 4 WIDE CURB
1.125 SPACES PER BEDROOM (1.5xO.75) a EASEMENT / I \ SEAT MEMBERS AND GROUND BRICK PAVERS FOR EDGING
TOTAL 2ND FLOOR AREA (HEATED) 2671 SF \ \ " \�
T F EXISTING : \� (8477/237) �• 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.). SHOWN ARE TAKEN
4.5 SPACES REQUIRED (1 BR APART.) TOTAL 3RD FLOOR AREA (HEATED) 2671 SF ,";; Fj
' 12" WATER` \. , / -y s�F, FROM BEST AVAILABLE RECORD INFORMATfON BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS r; -yrs- 1" THICK
TOTAL BLDG FLOOR AREA (HEATED) 5716SF p \ ,,,i! �z / ,% _
MAIN 2 G qs ,, v` \ _ OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN SAND BED
T
3 1 @3-BEBROOM APARTMENTS EXISTING/ �� PROPOSED POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 4" THICK CONIC ETE
408 RATIO IS PROPOSED - \ RETAINING ,� „
0.75 SPADES PER BEDROOM (axD.75) 5600 SF 5716 SF (1 1.02) / WATER SERVICE 01111
5. ELECTRICAL CONDUIT FOR PARKING OT IGHTING W �� (6 FOR DRIV AYS)
f WALL \� 6 CONCRETE 3 REBAR
2.25 SPACES REQUIRED 3 BR APART. SEE SHEET L L ILL BE SHOWN ON THE ELECTRICAL SITE PLAN.
�\\� CLEARANCE 18" O.C.E.W BRICK DIMENSIONS:
( ) DETAIL THIS PAGE \ i'{ `, �� PAVEMENT
THEREFORE, MEETS THE FLOOR AREA �\ ,' ,� 6. ALL SITE LIGHTING SHALL COMPLY WITH SECTION 5.6.B.9.D AND SECTION 7.9 OF THE UDO. 1 FOR 1 /2 7 1 x 7 "
7 TOTAL SPACES REQUIRED RATIO REQUIREMENTS f T F FDC/RISER' ` N ES:
`•o G ��,' ANCHOR BOLTS �s 3 /a x 2"
ROOM , 12" HDPE 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE
403 COLLEGE MAIN PROPOSED \ g _ �.� PATTERN:
S' , STORM DRAIN STATION REQUIREMENTS. 1'.! MODEL: STEELSITES SERIES #RB 28
PROPOSED PARKING: o <`%, TREE & \T 5 8' BLDG /� �.. RUNNER
BUILDABLE SITE AREA 5310SF /\� I=` 1 BY VICTOR S-(ANLEY INC. OR
1 CARPORT SPACES �+ q�� TREE GRATE 3.50 0 METERS BICYCLE a LEGEND 8: LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & PRE�APPROVED EQUIVALENT. LENGTH: BOND
6 GARAGE SPACES ( / S \� (f�\ I+•}. RACK IRRIGATION PLANS. 6 -FT NOTES:
TOTAL 1ST FLOOR AREA (HEATED) 254 SF \ 5' P E c "'
7 TOTAL SPACES PROVIDED %" UM -1
TOTAL 2ND FLOOR AREA (HEATED) 3066 SF / qRELOCATED
TOTAL 3RD FLOOR AREA (HEATED) 2835 SF / & EASEMENT STREET \ B.72'
u's �' (: <'o �O
TOTAL BLDG FLOOR AREA (HEATED) 6155SF (8454/259) LIGHT T v'A v's PROPOSED OT 9
403 COLLEGE MAIN e EXISTING ADA \� �Q BRICK PAVERS 'L�, S� L, •/ (Po)
403 RATIO IS \ BENCH RAMP \ \ I ,y �FAy�IIF 9 00�
REQUIRED PARKING: 5310 SF : 6155 SF (1 : 1.16) EXISTING �\ PROPOSED 8X2 �yFS1' pyo R
/ \ TREE & PROPOSED \ GRATE INLET & cpF�q�'9i
7 7@1-BEBROOM APARTMENTS THEREFORE, MEETS THE FLOOR AREA HYDRANT i\ { q ti tii y
TREE GRATE . \ c / JUNCTION BOX
1.125 SPACES PER BEDROOM (1.50.75) RATIO REQUIREMENTS
8 SPACES REQUIRED TOTAL BICYCLE \\s.
RACK EXISTING \ EXISTING
SEE SHEET 7 (7 SPACES) I,I' " R P ��;\ �\� BRICK PAVERS
PROPOSED PARKING: FOR LANDSCAPING 24 C/ \ \
1 CARPORT SPACES / PROPOSED , \
7 GARAGE SPACES WATER SERVICE c?� ��;� ��\ EXISTING
8 TOTAL SPACES PROVIDED SEE SHEET 6 &� \ G : \,\ GAS MAIN \ \
DETAIL THIS PAGE
GARAGE_ PARKING I l'� ::�•; FDC/RISER `'�; 2'\ `t
\1
ROOM ;. 9
(9 X 20'-TYP) \ S EXISTING \ �� ` EXISTING STREET
_ / _�. Gr
- / y 36 RCP ! LIG T ELECTRICAL
7.17' BLDG ELEC C L
I V UE T r f
e TO METERS I -i i
0
ci , +
-✓ �; BRICK PAVERS
u O
_ .
S O ..
F
EXISTING
4
B 0. 5
G
�'>; ��l &
4.50; \ f TREE GRATE -
'f0 F �:.a 12 HDPE
ti
F F /
STORM DRAIN
i
Y
A.
q ti ti i
403 C MAIN' q " 8HDPE ; EXISTING
OLLEGE l
9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2. ALL SURFACES SHALL BE 1. BRICK PAVERS SHALL BE HOLLAND
ELECTROSTATI ALLY POWDER -COATED STONE BY PAVESTONE IN RIVER RED
10. THE BEARING SYSTEM SHOWN HEREON IS BASED ON. GRID NORTH AS ESTABLISHED FROM GPS WITH POLYESTER POWDER COATINGS. COLOR.
OBSERVATION. j
3. ALL WELDS ALL BE POLISHED UNTIL 2. ALL BRICK PAVING SURFACES SHALL
11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED THEY DISAPP R, FORMING A FOLLOW A RUNNER BOND PATTERN AS
DEVELOPMENT ORDINANCE. CONTINUOUS, SURFACE. SHOWN ABOVE.
12. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND 4. BENCHED SHALL BE INSTALLED ON A 4" 3. CONCRETE SHALL HAVE A 28 -DAY
SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR THICK CONCR 7E PAD. STRENGTH OF 3500 PSI
ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING
MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE
CO RIPLEAND ISCAE TO MAING. SUCH
UNSHALL F ED BE COORDINATED WITH
THE BUILDING E METHODS OF CSCREEN NG VL' SI Etiv I BENCH DETAIL BRICK PAVER DETAIL
VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. N.T.S N.T.S
13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO.
14. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE
LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. 1
AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR
DESIGNEE, PRIOR TO INSTALLATION.
n
TREE PLANTER NOTES:
F.
N
`O
1. TREES SHALLPLANTED - � �
BE L NTED IN A MINIMUM 4 5 SQUARE AREA OF TOPSOIL EXTENDING TO A. DEPTH OF j 2 I _
AT LEAST 4. A MINIMUM 6 GRAVEL RA EL BASE SHALL BE PROVIDED,
BELOW THE TOPSOIL FOR DRAINAG ..
E ,
�� � Rg �+
THIS WILL ONLY APPLY IN .AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE. CU%'SOIL MAY 3
BE REQUIRED.
2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY:
GRATE HALVES BOLTED
TOGETHER Wj (2} Yz-13x3," -
F �..
A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION ;AS TO ITS SS HEX BOLT & HEX
,j, c QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL NUT W WASHERS.
STORM DRAIN BRICK PAVERS , THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. L / J
HEIGHT -29, 9 y„ / 403 _ � T� ;,.
6,155 SF FF -350.00 COLEGE
i
h
" � �•, ,M � .T,. �;I \, B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL). SOILS
MAIN
�
SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF NOTES: 4
TABLE 1: SOIL QUALITYSTANDARDS
SOLUBLE SALTS
< 2.5
SODIUM ABSORPTION RATE (SAR)
< 2.0
pH
6.0-7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
> 5
TABLE 1.
NOTE:
UNIFIED DETAILS & SPECS.
CO
1. SHUMARD OAK TREE, 4" MIN
C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION
60" X 60'
NNEENAH FOUNDARY CALIPER.
SPECIFICATIONS.
CAST IRO
TREE GRATE MODEL #
R-8738
1. 2. TREE GRATE - SEE DETAIL.
D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY N V
L WHEN EXCA ATION IS COMPLETED THE
L -
SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20"
2.MATERIAL
I HALL BE CAST IRON 3. BRICK PAVERS - SEE DETAIL.
BELOW FINAL TOPSOIL
ASTM A-40,;
, CLASS 358 FINISH,
6" GATE.
I NOT PAIN
D. 4. AMEND SOIL PER NOTES..
E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW
i
INSPECTION STANDARDS. OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY
REE GRATE
DETAIL TREE PLANTER DETAIL
403 COLLEGE MAIN. ALL METERS &
W-12
�>�O�E'o`�yp0�10' PUE !/ �O` F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF N.T.S N.T.S
yop A�2p tip 0 yrs 3 t %
EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
T Fs `�s� 4 IF EXISTING IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
q> 1C,� 1.35 >\ A Ot ! HYDRANT REQUIREMENTS.
F i _ PROPOSED 0 0 00 /
ql 8.50' SEWER :: tio�TtiT so }- � /r 1" DOMESTIC -
" FIRE
R
F 0 9 /! 6 I E WATER SERVICEG FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL TILL ADDED
a / ERVICE , ti F' �G� ��0�,� ////// SPRINKLER TO BLDG. SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF
PROPOSED j p p q- �c p F r, \�✓� SERVICE LINE (PRIVATE) APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE.��Aj
ci crrpirAi �`_� T Fn�i 1
THE SEAL APPEARING ON THIS
�.S."C a : EngDOCUMENT
'"Aj LL WAS AUTHORIZED BY
1j
- JOSEPH P. SCHULTZ, P.E., LICENSE
9.1
2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012.
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS J4E JPS 12-193 AUGUST 2012
TO BLDG I L O T
(PRIVATE) 3. ONE EXISTING TREE AT 403 COLLEGE MAIN WILL BE REMOVED AS PART OF THIS PROJECT.
- -� - CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SO THEY CAN COLLEGE STATION TE AS
SALVAGE THE TREE, GRATE, AND SOIL AFTER THE CONTRACTOR HAS REMOVED THEM.
6" ISOLATION VALVE
SEE GENERAL 1" DOMESTIC
NOTE #14 WATER METER
6x2 TEE FOR DUAL METER (o� P.U.E
W.C. BOYETT
LAYOUT ONLY OTHERWISE
1" TAPPING SADDLE PER
WM 1" IRRIGATION
UNIFIED DETAILS & SPECS.
CO
WATER METER
�
(403 ONLY)
2" GATE VALVE
WM
(403 ONLY)
L -
PROPERTY LINE—-
R.O.W
6" GATE.
EXISTING PUBLIC
VAVLE
WATER MAIN
NOTE: 2" GATE VALVE & IRRIGATION
THE SEAL APPEARING ON THIS
�.S."C a : EngDOCUMENT
'"Aj LL WAS AUTHORIZED BY
1j
- JOSEPH P. SCHULTZ, P.E., LICENSE
9.1
2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012.
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS J4E JPS 12-193 AUGUST 2012
TO BLDG I L O T
(PRIVATE) 3. ONE EXISTING TREE AT 403 COLLEGE MAIN WILL BE REMOVED AS PART OF THIS PROJECT.
- -� - CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SO THEY CAN COLLEGE STATION TE AS
SALVAGE THE TREE, GRATE, AND SOIL AFTER THE CONTRACTOR HAS REMOVED THEM.
6" ISOLATION VALVE
SEE GENERAL 1" DOMESTIC
NOTE #14 WATER METER
6x2 TEE FOR DUAL METER (o� P.U.E
W.C. BOYETT
LAYOUT ONLY OTHERWISE
1" TAPPING SADDLE PER
WM 1" IRRIGATION
UNIFIED DETAILS & SPECS.
WATER METER
(403 ONLY)
2" GATE VALVE
WM
(403 ONLY)
PROPERTY LINE—-
R.O.W
6" GATE.
EXISTING PUBLIC
VAVLE
WATER MAIN
NOTE: 2" GATE VALVE & IRRIGATION
METER WILL ONLY BE INSTALLED. AT
403 COLLEGE MAIN. ALL METERS &
W-12
W-1 2 -VALVES SHALL BE INSTALLED WITHIN
THE EXISTING PUBLIC UTILITY EASEMENT
12x6
TAPPING
& NO LESS THAN 5' FROM THE
etvoE OF -06
T., YS s
JOSEPH P. SCHULTZ
EST TE PARTITION SUBDIVISION
BL C< 41 LOT 5, VOL. 100, PG. 440 - 0.14 AC
BLOC < 51 LOT 9, VOL. 100, PC. 440 - 0.17 AC
403 & 408 COLLEGE MAIN
COLLEGE STATION, BRAZOS COUNTY, TEXAS
FEBRUARY 2012.
OWN R/DEVELOPER: APPLICANT: ENGINEER:
PROPOSED BUILDINGS. Wort Acquisi ions, LLC Worth Acquisitions, Inc. Schultz Engineering
SADDLE. 4400 Id College Rd. 4400 Old College Rd. 2730 Longmire, Suite
TYPICAL WATER SERVICE DETAIL DRIVEWAY SPACING Bryan, TX 77801 Bryan, TX 77801 College Station, TX 77
N.T.S SCALE 1:40 (979) 03-8925 (979) 314-9070 (979) 764-3900
1wwsuip- 2d_f
FIRM # 12327
SCHULTZ ENGINEERING, LLC
BOYETT, BLOCK 4, LOT 5
& BLOCK 5, LOT 9
403 & 408 COLLEGE MAIN
COLLEGE STATION, TX
I
SCALE
VERTICAL
HORIZONTAL
PLOTTING SCALE: 1:1
FILE NAME: 12-193
SHEET
-
4" PVC
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SEWER ELECTRICAL
G 1/2" PVC IRRIGATION LIGHTING CIRCUIT EXISTIN\/ ; (APPROX. LOCATION) LINE IN 1 1/2" PVC SLEEVE 5' PUE
R.O.W.cf)EXISTINLINE
5' UTILITY, ACCESS, m 12" WATER MAIN
& LANDSCAPE (APPROX. LOCATION) LEASEMENT 5' UTILITY, ACCESS,10 5 0 10 & LANDSCAPE �(
I' iUii11
!I
i)
>PROPOSED PAD MOUNT ~ 1/2" PVC
EASEMENT --
ELECTRICAL TRANSFORMER SCALE IN FEET !i! IRRIGATI
SEE CSU ELECTRICAL PLAN HEXISTING
ELECTRICAL
RANSFORMER
LI
UE PROPOSED UNDER-
ct
I
-
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' • 'aevI i ar!I.a• !. I — •o—
�
•..�i. 1I .fid. .o.'''da II1d _ ,a-. ,-jI^�` . -jd :_ 4 '
�-�';'i a-' ^,. ;`d z o /._ .(911II.'�ia,.. -0� 1I Ia d - i / < Q -/v'a—✓_ !d_fiG.e,�-o—\a. _�%- -ii'.41 � d i�..a. a ;• !/Ii - . ,�;al e .
•.°—a• �/..aaa a •;�.;
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-Ga
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. .a ada: :•d
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—aALROUND ELECT
3PISEE CSU ELECTRIC FDC/RISER PLAN "
PROPOSED UNDER— CMAIROOM SEM
LY FDC/RISER ELECTRICAL CONDUITS
OLLEGE ROOMRCAL 6x6 TEE W/ 408
cot
EGE6° GATE ALE TE ,PVC "FIRE SPRINKAICSCONDUITS VAI�
•
aEE CSU ELECT
PLAN 2 4" SERVICE LINE, SMSW-TIC NOTE #3 W-6
If w Vf
a 6x2 TEE W/
GATE VALVE WATER METER
a a D 12x6 TAP
a. a IRRIAON PROPOSEPROP D G%' PVC SEWER
—'--.� SADDLE VALVE (x2) E ®+-09.-(MIN)PR OSED S'PVC SEWER[,,- a 4WATER METESER
VALVE 4 a 6"ISOLATIONd
a a• a9'
NKLERI a PRId
PROPOSED UNDER -
'4 SE VICE ® 1.0% (M & 6" FIRE SJL a¢ a
la 1TAPPING .aa.'e4'- dp 'a o a: a.ay.' � daa
ad i _ ';Ej CSUATEEW/ .4
a _ a o - d •a
'SADDLs SERVICE LINE, SEE
° GROUND ELECTRICAL NOTE #3.a ° bap• ' .° p. a•" eSEE CSU ELECTRICAL a a. .q COORDIN
2, 4" PVCa.. d
LIGHT POLE
a'
.Ta CONDUITS
a r+ 2
a:a
a' 4 C 3• UE OPOSED a: - UEe UE U=UEa�=1E EXISTING UEUE UE UE aa
a 10' PUE 4a q VSEWER a' a d.a. _
aa 4Aa EXISTING UNDER
••IIrI�()ql 9Q'ry .> 6. ,'', p
. �
da •'CrC.sT._1.d s ,SERVICE •a:
a , yd GROUND ELECTRICAL
d
aS 5 S •Q
.
yiijf
"
:
-
1
,
(
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?�
1j.>dy 1 < EXISTING
IN
/% ELECTRICAL
I;A TRANSFORMER
/ 6W
01
mNOTES: uC,'II,iIIII':
cn
. �
3
C\IISII
I
4 i. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES (CSU) 1 I !I !I ;f,. !„ i
I ELECTRICAL PLAN_ ! N '� GES r ! I I I ( ! 1 �� Y
Al
2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN I rH11� I I f ' / {
3' OF PAVEMENT. SEE DETAIL W4-02. C ;H H 11I ; i
J rr L( �1 . �;
? 3. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. t :: , 1 ; ; I I . , - ' I J I
THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 I d ' �_! u ��- ? t G i i
I LOCKING LID D ALL
L BE APPROVED BY
S AT A MINIMUM. AN ALTERNATE LOCKABLE I H / I i ! + Uf ? ? !
COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE PRIOR TO INSTALLATION. i ' I
- r,ILJarI
, Z- H1
4. CONTRACTOR SHALL COORDINATED WATERLINE TIE—INS AND ASSOCIATED WATER OUTAGES Q_
, ?
r I I I
_
WITH COCS WATER DEPARTMENT AT LEAST 48 HRS IN ADVANCE OF WORK. K !-! •,.;✓ J ! 1 ; �! I - � •� r
iii
1 ' J ,fix; ;; .;, ; I i I i
ray, F :! ;1 i
5. PUBLIC WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BCS UNIFIED �( W i'
DESIGN GUIDELINES STANDARD
D D DETAiLS, AND SPECIFICATIONS,. 2010 EDITION. r.,; �.--• � --� ! j , ' 1 ! ? ! '
,r f HI 1
6. SEE SHEET 1 - GENERAL NOTES. I; t I I .t lr --;11 J ( H
J ..
�!(I'-'
A 'Lj 11
:,S:11Z. ■ THE SEAL APPEARING ON THIS
c E n i n c e ri n DOCUMENT WAS AUTHORIZED UBY
JOSEPH P. SCH LTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012..
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED
ow
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
J4E
JPS
12-193
AUGUST 2012
I
r
:,S:11Z. ■ THE SEAL APPEARING ON THIS
c E n i n c e ri n DOCUMENT WAS AUTHORIZED UBY
JOSEPH P. SCH LTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012..
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED
ow
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
J4E
JPS
12-193
AUGUST 2012
I�oh�P OF yF!�=
*; ...................
JOSEPH •P.• SCHUE-E 9
.. ... .....
FI M # 12327
SCHULTZ ENGINEERING, LLC
COLLEGE MAIN LOFTS
BOYETT, BLOCK 4, LOT 5
& BLOCK 5, LOT 9
403 & 408. COLLEGE MAIN
COLLEGE STATION, TX
SCALE SHEET
VERTICAL
�..J .i L T Y LA1 1 � HORIZONTAL
PLOTTING SCALE: 1:1
FILE NAME. 12-193
N
0
N
0
N
6" ® EACH END
403 COLLEGE MAIN 408 COLLEGE MAIN �� SITE SPECIFIC NOTES:
n A fir/ �O 1. THE OWNER & DEVELOPER OF THE PROPERTY IS WORTH ACQUISITIONS, LLC. THE SUBJECT PROPERTY IS
\ UTILITY DEMAND UTILITY DEMAND S ti�F/io � Oo LOT 5, BLOCK 4 AND LOT 9, BLOCK 5 OF THE W.C. BOYE17 ESTATE PARTITION SUBDIVISION. THE
'�/ c� • T �� O PROPERTY IS ZONED NG -3 NORTHGA E ESI T R !
DENTIAL.
WATER DEMAND (FIXTURE -COUNT METHODS WATERDEMAND (FIXTURE -COUNT METHOD)ti �A9lFGB�9�oo� I II j _
MINIMUM 0 GPM MINIMUM PM
EXISTING �^ \ ��C 2• PROPOSED BUILDINGS ARE TWO, THREE-STORY TYPE VB -SPRINKLED. 403 COLLEGE MAIN IS 6155 SF
AVERAGE 7 GPM. AVERAGE 7 GPM 6" SEWER � � Oq Fti�y �
WITH HEIGHT OF 29' 9 Y6", AND FF=350.00. 408 COLLEGE MAIN IS 5716 SF WITH HEIGHT OF 29' 9
& MANHOLE
MAXIMUM (PEAK) 30 GPM MAXIMUM (PEAK) 28 GPM SO\ Y6 AND FF=351.50 24 I -
\ ° 3. FIRE FLOW HYDRANT DEMAND IS 2,500. GPM. WITH A FIRE SPRINKLER SYSTEM, THE REQUIREMENT IS I I --'
\ 1 " DOMESTIC WATER METER 1 " DOMESTIC WATER METER �
1,500 GPM. THE EXISTING HYDRANT AT COLLEGE MAIN AND LOUISE WILL PROVIDE THE HYDRANT FLOW h ' !
Y4"R 6 15 IJ!(�,� I !II; Ili II =1
FOR THIS PROJECT. 1, I I I !
SANITARY SEWER DEMAND SANITARY SEWER DEMAND EXISTING EXISTING �o
15�36
(@ 90% OF WATER DEMAND) (® 90 a OF WATER DEMAND) ✓: TRANSFORMER �\ / GAS LINE c s/ 4. THE DENSITY IS 41.9 UNITS PER ACRES (13 UNITS AT 0.31 ACRES). 11 \
o 0 3» f
AVERAGE 6 GPM AVERAGE 6 GPM �0 ` t v yl oo o � <9 5. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, J� "R " _
UM (PEAK) 27 GPM MAXIMUM (PEAK) 25 GPM S5 \ �'� • ��6R/u'� TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305E, EFFECTIVE MAY 12, 2012. L' °� Al 5
SANITARY SEWER E SAI`il ARY SEWER LINE / �" -v PROPOSED \ yl PROPOSE\ yop� PFS GB�`AC' 00 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER --
ELECTRICAL T SEWER 'S' S'/ ` �' 1 2 35'
�� lv` SERVICE G'a ` O x S� f COLLECTION SYSTEM OF COLLEGE MAIN. DETENTION IS NOT PROPOSED FOR THIS TRACT. 3 1 q
-[ SERVICE / q F�,� A9 A „
' �O� \� F 9 ��' 7. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. � i m I ��\ O O_
6 7 �
�\, CARPORT PARKING '
24
o TR/ 6° (9' x 20'-TYP) e\ 2" 3 1
�i IN y o 0 C9 O \ / t 8. THE DEVELOPED AREA FOR THIS PROJECT IS 0.31 ACRES (13,486 SF). { �i �C6-
y c�i&C, S Cpl vs �\ %• �� �� r/� PROPOSED TRASH ENCLOSURE NOTES:
�'� op y l�r's" O� cS i % G' FOR 90 GAL RECEPTACLES
\ S �. 5 2 ;. ::G qs 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 1. MODEL: INVERTED "U" BIKE RACK OR
'bo• �F`pSO G'�9p op O / - .: S, (6' WOODEN FENCE W/ GATE)
20 1 0 0 0 p �� F s �'i 4.50'; w > 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3"L PRE- APPROVED EQUIVALENT.
X s'i �• q
SCALE IN FEET 9 �/ gTti�F ti / 2. ALL SURFACES SHALL BE
S' F / �'I-' e BC IS ON 11. SOLID WASTE PICKUP WILL BE PROVIDING BY THE COLLECTION TRUCK ENTERING THE PARKING LOT AND THE q 4 BARS
90 GALLON CONTAINERS ROLLED TO THE TRUCK FOR COLLECTION. -�- # ELECTROSTATICALLY POWDER- COATED
PROPERTY LINE e WITH POLYESTER POWDER COATINGS.
0.63' ! S �'a" X 18" SMOOTH
T\ GENERAL NOTES:
EXPANSION DOWELS
GARAGE PARKING , . i,;�! � \ 5' PUE
\ O qc 9' X 20'-TYP _ 8 HDPE 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES,
G /°S c� ' STORM DRAIN (128/412) AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48
S ( )
p HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO CU I DETAIL
PARKING ANALYSIS FLOOR AREA RATIO p� / \ 408 COLLEGE MAIN: \ BICYCLE RACK DETAIL
' EXISTING FACILITIES. CALL 1-800-DIG-TESS.
\ F \ HEIGHT -29 9 Y8 ! - r N.T.S N.T.S
408 COLLEGE MAIN 408 COLLEGE MAIN 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. t
5,716 SF, FF -351.50 2x2 GRATE
BUILDABLE SITE AREA 5600 - \ PROJECT BENCH MARK: \ \ ;i:' '�, 3. ALL i 27 F TS I
REQUIRED PARKING: SF INLET ° BC IS ON SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 201.0 ( ) S E L SLA 1 2" x 2" SOLID
"X" IN TOP OF CURB 5' PUE, PAE, / C' STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD ARE FORM'D FROM /
4 4@1-BEBROOM APARTMENTS ` J .. \ p PROPERTY LINE STEEL BAR, WELDED
TOTAL 1ST FLOOR AREA (HEATED) 374 SF t , ELEV = 350.87 & LANDSCAPE \ SPECIFICATIONS FOR STREETS & DRAINAGE. Ya"x1 Y2" SO STEEL 4" WIDE CURB
1.125 SPACES PER BEDROOM (�sxo.7s) TOTAL 2ND FLOOR AREA HEATED 2671 SF `� \ ' EASEMENT �. .. i \ / \ SEAT (EMBERS I AND GROUND BRICK PAVERS FOR EDGING
(HEATED)
\ EXISTING ,(8477/237)` / O 1
4.5 SPACES REQUIRED (1 BR APART.) TOTAL 3RD FLOOR AREA (HEATED) 2671 SF ! �\ \ ( 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER; ETC.) SHOWN ARE TAKEN
12" WATER \ \ \\ '/' ^�� �� FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DO :> . n ::•w":_ =
TOTAL BLDG FLOOR AREA (HEATED) 5716 SF \ c \
-�'� DOCUMENTS 1" THICK
MAIN r' ✓� q3, // 4 l_`✓. / OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN r_ - SAND BED
3 103-BEBROOM APARTMENTS / � t, EXISTING �� �\ /` r � POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. `�-
0.75 SPACES PER BEDROOM (UO.75) 408 RATIO IS , PROPOSED \ RETAINING � \ /_ PROPOSED - 4" THICK CONCR E
5600 SF .5716 SF (1 1.02) / WATER SERVICE WALL yi ; 6 CONCRETE 3 REBAR 6" FOR DRIV
2.25 SPACES REQUIRED (3 BR APART.) SEE SHEET 6 & \ / / �% PAVEMENT 5 ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. # ( EW YS)
THEREFORE, MEETS THE FLOOR AREA '/ DETAIL THIS PAGE f ' ',tib G,� CLEARANCE 18" O.C.E.W
6. ALL SITE LIGHTING SHALL COMPLY WITH SECTION 5.6.B.9.D AND SECTION 7.9 OF THE UDO. FOR 1 /2" BRICK DIMENSIONS:
RATIO REQUIREMENTS \/O, ' , ;.� " � '
7 -6" x 3 �8,. x 2 3�»
7 TOTAL SPACES REQUIRED /�\ ��% GF`' \ \'` FDC/RISER ,, �; NO S: ANCHOR BOLTS
. ROOM „', , 12" HDPE 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE
403 COLLEGE MAIN S PROPOSED \�\, :I i :I /. /, STATION REQUIREMENTS. _ :4PATTERN:
PROPOSED PARKING: r'o• } TREE & "' 4� STORM DRAIN 1. ODEL: STEELSITES SERIES #RB 28
F
1 CARPORT SPACES BUILDABLE SITE AREA 5310SF//�� TREE GRATE ! \ 5 BLDG., �� Y VICTOR STANLEY INC. OR RUNNER
L• ` :....
+ \c` 3;50 a, ! 0 METERS BICYCLE LEGEND 8. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL. BE PROVIDED ON THE LANDSCAPE & RE -APPROVED EQUIVALENT. LENGTH: BOND
6 GARAGE SPACES \
A IRRIGATION PLANS. -FT NOTES:
TOTAL 1ST FLOOR AREA (HEATED) 254 SF s 5' PUE, PAE, / rte: G�\ 1; ''" RACK
7 TOTAL SPACES PROVIDED TOTAL 2ND FLOOR AREA (HEATED) 3066SF �Oq `� RELOCATED S' / (6 SPACES)
( \ Oma/ &LANDSCAPE \ �, 1
TOTAL 3RD FLOOR AREA HEATED 2835 SF EASEMENT STREET 2 , 8 72'\ \ v'� �' : �pTly i
I
TOTAL BLDG FLOOR AREA(HEATED)6155SF \ (8454/259) LIGHT / Lis Som PROPOSED $70 RL'
BRICK PAVERS 'b S o • O
t EXISTING
403 COLLEGE MAIN � \ _ ADA \ - �� �"TO�O� �
403 RATIO IS / \ \\� BENCH RAMP r'G
5310 SF : 6155 SF (1 1.16)
REQUIRED PARKING: EXISTING PROPOSED 8X2 S
PROPOSED \ \\: s y O O
7 7Cs 1-BEBROOM APARTMENTS / \ TREE & HYDRANT / \ GRATE IN
THEREFORE, MEETS THE FLOOR AREA TREE GRATE c� \ / JUNCTION BOX T
1.125 SPACES- PER BEDROOM (isXo.75) RATIO REQUIREMENTS6.
•
8 SPACES REQUIRED TOTAL BICYCLE ° (o S \ \,
RACK EXISTING % EXISTING
24" RCP
SEE SHEET 7 (7 SPACES) li i `•:' - ��\� BRICK PAVERS
PROPOSED PARKING: FOR LANDSCAPING
1 CARPORT SPACES
7 GARAGE SPACES EXISTING
GAS MAIN
SEE SHEET 6 &
8 TOTAL SPACES PROVIDED DETAIL THIS PAGE "• � �` \' \ �^ ' \��. ��"
a
GARAGE PARKING I r FDC/RISER,
_ ROOM ?
9'
( EXISTING � �� � EXISTING STREET
36" RCP 'f
� � \ LIGHT ELECTRICAL
I /
UL----------_-- �
/~. PROPOSED
.nom ! , :' / BRICK PAVERS
rj-
C �
06 O 6,i 4. / C ; EXISTING
P-
'b / . 0 0 0.45 \ ., j \" � TR
�� 4.50 / � •. ,; , ; � TREE GRATE - �
O O ,n. �� ��.. ...: / 2 HDPE
STORM DRAIN
O l �
C9 2 F
0
403 COLLEGE MAIN: 8" HDPE EXISTING
RE UIRE
SOLUBLE SALTS
< 2.5
SODIUM ABSORPTION RATE (SAR)
9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2.,
LL SURFACES'
SHALL BE
SAND (%)
< 70
SILT(%)
1. BRICK PAVERS SHALL BE HOLLAND
CLAY (%)
.
10. THE BEARING SYSTEM SHOWN HEREON IS BASED OW GRID NORTH AS ESTABLISHED FROM GPS
LECTROSTATICALLY
VITH POLYESTER
POWDER -COATED STONE BY PAVESTONE IN RIVER RED
POWDER COATINGS.
OBSERVATION.
R-87 8-A1:
COLOR.
11 BU 3.
BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
LL WELDS SHIALL
HEY DISAPPEAR,
BE POLISHED UNTIL 2. ALL BRICK PAVING SURFACES SHALL
FORMING A
DEVELOPMENT ORDINANCE.
ONTINUOUS 5
FOLLOW A RUNNER BOND PATTERN AS
JR E.
NOT PAINTED.
SHOWN ABOVE.
12. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND 4.
ENCHEDi SHA
L BE INSTALLED ON A 4" 3. CONCRETE SHALL HAVE A 28 -DAY
SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR
HICK CONCR,
E PAD. STRENGTH OF 3500 PSI
ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING
MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE
T1
PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, SID
A/VA ,K
ENCI"I DETAIL BRICK PAVER DETAIL
COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF, SCREENING
VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS.
N.T.S N.T.S
13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO.
14. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE
y
LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM.
AN ALTERNATE LOCKABLE LID SHALL -BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR_ OR '
•,, s z
DESIGNEE, PRIOR TO INSTALLATION.
TREE PLANTER NOTES:
4
1. TREES SHALL BE PLANTED IN. A MINIMUM 4.-5 SQUARE AREA OF TOPSOIL EXTENDING TO f, DEPTH. -0F
AT LEAST 4. A MINIMUM 6 GRAVEL BASE SHALLALL BE PROVIDEDI
DED BELOW THE TOPSOIL FOR DRAINAGE.
' 2
THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY
g N
BE REQUIRED.
2. THE FOLLOWING SOIL SPECIFICATION SHALL APP Y:
a
_ \ - 40
GRATEVES BOLTED r
f�
TOGETHER W/ (2) Y2 -13x3
A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS
QUALITY THE CITY RESERVES THE RIGHT TO REFUSE OR
Y '
SS HEX BOLT &HEX ��T '��`• �' �
Q AMENDMENT OF ANY TOPSOIL y, <
HEIGHT -29p 9 Yg" STORM DRAIN BRICK PAVERS ( ' NUT W WASHERS.
403 \ : ' `j� \ `� 1 THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. /
6,155 SF FF -350.00 COLLEGE
oy� B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS (� `
MAIN SHALL BE MOV Tww
�/PN N
iiED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF NOTES: 4
r / I BC IS ON
PROPOSED
G 6" CONCRETE
PAVEMENT ,�• ��`
Oo CARPORT PARKING 23.50' P �1
PROPOSED
TABLE 1: SOIL QUALPTYSTANDARDS
SOLUBLE SALTS
< 2.5
SODIUM ABSORPTION RATE (SAR)
< 2.0
pH
6.0-7.5
SAND (%)
< 70
SILT(%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
> 5
TABLE 1 •
TE:
DRAWN
APPROVED
JOB NO.
DATE
1. SHUMARD OAK TREE, 4" MIN
Z111-1
C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION 1
60 X X60
EENAH FOUNDARY CALIPER.
DATE
SPECIFICATIONS.
CAST ROM
TREE GRATE MODEL #
D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, .THE
R-87 8-A1:
2. TREE GRATE - SEE DETAIL.
SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20"MATER
AL SHALL
(.-48�'
BE CAST IRON 3. BRICK PAVERS -SEE DETAIL
BELOW FINAL TOPSOIL
M
AST �
, CLASS 358 FINISH,
NOT PAINTED.
4. AMEND SOIL PER NOTES.
E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW
INSPECTION OF THE. SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY
STANDARDS.
REEIZATE
DETAIL TREE PLAi�TTER DETAIL
'AO 00 OC 10' PUE
/ \
F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF - N.T.S N.T.S
yo. �Fti0 yO
O O
y�s EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
y�'gOFy �" 1.35' \ / 1 / " �O� ��,' EXISTING �, IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
q �' n PROPOSED A/ �o p /o O HYDRANT REQUIREMENTS.
1 y / f 1" DOMESTIC
8.50' SEWER . 0 ti� /s m l tl % 6" FIRE
ERVICE P o 9� WATER SERVICE G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED
+• , �G/ OC ` SPRINKLER
PROPOSED OQ� p��q�sF.9r/� SERVICE LINE TO BLDG. SOIL APPROVED NTH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF
FI F(TRICAI �` I (PRIVATE) VED TOPSOIL TO BRING THE AREA UP TO GRADE
THE SEAL APPEARING ON THIS
ItzEnalneering, . C DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A : NO. 65889 ON AUGUST 20, 2012.
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
5
Z111-1
MARK
REVISION
BY
DATE
THE SEAL APPEARING ON THIS
ItzEnalneering, . C DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A : NO. 65889 ON AUGUST 20, 2012.
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
J4E
JPS
12-193
AUGUST 2012
TO BLDG. ( CU -L-L7-\ 1 A1I V _L U_T�
(PRIVATE) 3. ONE EXISTING TREE AT 403 COLLEGE MAIN WILL BE REMOVED AS PART OF THIS PROJECT. T T �+ �T
-� CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SO` THEY CAN
COLLEGE STATION DN TL' 11�
SALVAGE THE TREE, GRATE, AND SOIL AFTER THE CONTRACTOR HAS REMOVED THEM.
6" ISOLATION VALVE
SEE GENERAL 1" DOMESTIC
NOTE #14 WATER METER
6x2 TEE FOR DUAL METER Co( W.C. B
I m P U EOYETT
ESTATE PARTITION SUBDIVISION
PLOC6 4, LOT 5, VOL. 100, PG. 440 - 0.14 AC
LOC 5, LOT 9, VOL. 100, PG. 440 - 0.17 AC
403 & 408 COLLEGE MAIN
j COLLEGE STATION, BRAZOS COUNTY, TEXAS
FEBRUARY 2012
OWN /DEVELOPER: APPLICANT: ENGINEER-
PROPosED BUILDINGS. Worth Accuisltl�ons, LLC Worth Acquisitions, Inc. Schultz Engineerin
.
SADDLE 4400 0 d College Rd. 4400 Old College Rd. 2730 Longmire, Suite A
TYPICAL WATER SERVICE DETAIL DRIVEWAY SPACING Bryan, IX 77801 Bryan, Tx 77801 College Station, Tx 77845
N.T.S SCALE 1:40 - (979) 703-8925 (979) 314-9070 (979) 764-3900
LAYOUT ONLY, OTHERWISE vv 1" IRRIGATION
1" TAPPING SADDLE PER WATER METER
UNIFIED DETAILS & SPECS. (403 ONLY)
2" GATE VALVE WM
(403 ONLY)
PROPERTY LINE
R.O.W
6" GATE
EXISTING PUBLIC VAVLE
WATER MAIN
NOTE: 2" GATE VALVE & IRRIGATION
METER WILL ONLY BE INSTALLED AT
403 COLLEGE MAIN. ALL METERS &
W-12 W-12 VALVES SHALL BE INSTALLED WITHIN
THE EXISTING PUBLIC UTILITY EASEMENT
12x6 & NO LESS THAN 5' FROM THE
TAPPING
I,
SCALE SHEET
VERTICAL
SIriL7
LAN HORIZONTAL
PLOTTING SCALE: 1:1
FILE NAME: 12-193
HI
I H
>
EXISTING 3/4" PVC IRRIGATION
If LINE IN 2" PVC SLEEVE
H rj j EXISTING ELECTRICAL
ISTREET LIGHTING CIRCUIT
L (APPROX. LOCATION)
fill,
Hj
x
LINE
wil
H;
EXISTING
12" WMAIN
\EXISTSEWER 2
ING ><\ .5' UTILITY, ACCESS,
LANDSCAPE (APPROX.ATER LOCATION) l ' ' '� '
SERVICE x EASEMENT if
S
10 5 0 10
1/2"
m IRRIGATION PROPOSED PAD—MOUNT
ELECTRICAL TRANSFORMER SCALE IN FEET
SEE - ------
CSU ELECTRICAL PLAN
ad —
=t��4 r—MI-1
ti----------
7V
>
fy l �i i
M,
L
':y ' I
UE
4
I ASSEiW�Y
V
3 C/RISER HYDRANT
PROPOSED UID TEE W/
6x6
GROUND ELECTRICAL 177i
TE VALE GAT
J a, - :D.I PLAN — SEE CSU ELECTRICAL .. I I ' 11 : I VALVE
2, 4" PVC & 6" FIR
CONDUIT
Hi -6
NOTE #3
6x2 TEE yv/
DOMES
iql E
CO DOMES 2- GATE VALVE
METERWATER
FP ED 12x6 TAPPING
o) 4- PROPOSED
4 1 IRRIGATIONK b'j :1 SADDLE VAI VE Of:?)
4. -- — — — —
WATER MET
6" GATE
L PVC SEWEI---r ::-,:7 —1 7
— .. _. . .'. 4 & . : . I . ' "' 4%
-t 6,7—. .4 N 4"
SE •VICE
@ 1.0% (MIN)1.
.4 VALVE
4d. 4
•f
d D.PROPOSED UNDER— 4 COORDINATE W/ CSU 4• •4%
N,
GROUND ELECTRICAL
TO RELOCATE
SEE CSU ELECTRICAL
b. 4- LIGHT POLE
4
2, 4" PVC
rM i
PLAN
4
CONDUITS
'pbST
IN.
44
.4
L •_2
. 4 4... 4
4—
UES4
U17h, i * 7, F
PROPOSED s%G (JE- 0 E U E
OE
4.
. L N . -4
UE .-4
-U
UE UE 10, PUE oil,
<
SERVICE
S
S
Ll S S—S I
1 7—
EXIST N
L
L
_NR
WATIE
X
I METERG
1 1 IH H�J`i
•
K/ IV
Lj -1
I
H
Li
if
NOTES: HLjj 1 U ILI,
ul
HHH H
.1 H 'H I i
ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES (CSU)
1. ALL ELECTRICAL UTILITIES
ELECTRICAL PLAN.
I
HH
2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN HI
p -J, hi H
I_,, M,
-H!,
Fl t7l
DETAIL W4-02. if
3' OF PAVEMENT. SEE I ilfl
u I
H Imil
H
UI ju
3. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE.
;1_q Lj p 0fl
THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 mi H 1
AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY L-11 I
H
LOCKING LID, AT A MINIMUM.
COLLEGE STA jj Lj
TION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. I
u
w' <
W
1H HHI
4i HiH4"
4. CONTRACTOR SHALL COORDINATED WATERLINE TIE—INS AND ASSOCIATED WATER OUTAGES if !j I 1j
WITH cocs WATER DEPARTMENT AT LEAST 48 HRS IN ADVANCE OF WORK.
LIJ
0
5. PUBLIC WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BCS UNIFIED
DESIGN GUIDELINES, STANDARD DETAILS, AND SPECIFICATIONS, 2010 EDITION.
__j I I _
k
4"
- 71t
6. SEE SHE
&
ET 1 GENERAL NOTES.
U 1 1 L 1
N
U11H,
If 'H_J 1 1
1 1 1 17 1 1 -71 I
V &
P P II P",
Schu,-Itz EaqTeerjng,_L.LU"
27 Suite A
College Station, Texas 77845
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
NO. 65889 ON AUGUST 20, 2012.
ISSUED FOR CONSTRUCTION
DESIGNED.
DRAWN
APPROVED
JOB NO.
DATE
SURVEYED
KERR
JPS
J41E
JPS
12-193
AUGUST 2012
L
REVISION
Schu,-Itz EaqTeerjng,_L.LU"
27 Suite A
College Station, Texas 77845
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
NO. 65889 ON AUGUST 20, 2012.
ISSUED FOR CONSTRUCTION
OF
# ' l:. T
:...
........
.......
JOSEPH P.. SCHULTZ
..........65...... .........
FIRM # 12327
SCHULTZ ENGINEERING, LLC
Iw
11� � _
6" SEWER
EXISTING 1/2" PV
da :' i.I'Ii(( �i lIa 1I'
dd
tad
a.
114
LINE IN 1 1/2-
U;
vI
H,
fj z
W.
IIInI
Ii
jI
iIi
inl
dt
Ii
o
14E
if
H w >
1 5' UTIUTY, ACCESS
& LANDSCAPE
EASEMENT EXISTING
ELECTRICAL
ANSFOR�MER
17 17
N 1
7
PROPOSED U_ >
r-7 GROUND ELECTRICAL
FF SEE CSU ELECTRIC %L
44
IF PLAN 2, 4" PVC
I 1� CONDUITS
:FD C R IM E JR! I F-1
T
C 0:
D :R/ 01 IF
4.
%7
DOMESTIC
1r_m 4 4
U
(- ;. i _} • i iIoJ . I ii IJJ,
ii
PROP D A�' P c:
F-7 PROP ER
S - +a+ + , Al:II�! R:,iDI _ 1i + 'Li } .-DoO� L.�dOlE..°
ma
.. —a_ a dyOdq � a-od:..d'_.CQ •' _O'
777
6
... . * - I
(SOLN VALVE �A A '0 a,
_ATIO ..4
6" FIRE SPRINKLER 7.
is 4
SERVICE LINE, SEE 4
4
ill TAPPING 4 . 4' A 'A 4 _'4 4
, :�4 I . . . . . .4
#3 4
4 4 A '4 4
4,
14
4
A
4
: . ..
>
4,
7X
',d '7
4 -
4
14
A 4
4
4 4 EXISTING UND
4
4 IGROUND ELECTRICAL
4'
4,
4 o
A.
A A
4 A
EXISTING
Y X ELECTRICAL
K TRANSFORMER
if
EXISTING
ELECTRICAL
TRANSFORMERS
UE 6" FIRE SPRINKLER SERVICE 6" FIRE
1" DOMESTIC
1 WATER WATER SERVICE LINE TO BLDG. (PRIVATE) SPRINKLER
DOMESTIC
SERVICE TO TO BLDG. 6" ISOLATION VALVE SERVICE LINE
IRRIGATION (PRIVATE) SEE GENERAL NOTE #14 WATER SERVICE TO BLDG.
TO BLDG. (PRIVATE)
(PRIVATE)
(PRIVATE)
.6x2 TEE FOR
DUAL METER
LAYOUT
17 DOMESTIC 3z 2" 1" DOMESTIC 6" ISOLATION VALVE
GATE WATER METER SEE GENERAL
WATER METER NOTE #14
I VALVE
co
CD P.U.E
W
I PROPOSED P.U.E wm
3: HYDRANT 1" TAPPING
1' IRRIGATION SADDLE PER
WATER METER UNIFIED DETAILS
SPECS.
wm /Aft
PROPERTY LINE PROPERTY LINE R.O.W
R.O.VY
6" GATE
6 GATE VAVLE
VAVLE EXISTING PUBLIC
EXISTING PUBLIC
WATER MAIN
WATER MAIN
ALL METERS & VALVES SHALL BE
ALL METERS VALVES S41_1_ BE INSTALLED WITHIN THE EXISTING PUBLC
INSTALLED WITHIN THE EXISTING PUBLIC TILITY EASEMENT & NO LESS THAN 51
UTILITY EASEMENT & NO LESS THAN 5' W-12— '-12—U
W-12 FROM THE PROPOSED BUIL)INGS. FROM THE PROPOSED BUILDINGS.
12x6 12x6
TAPPING TAPPING
SADDLE SADDLE
408 WATER SERVICE DETAIL
EXISTING
6" SEWER
403 WATER SERVICE DETAIL
N
N.T.S .T.S
COLLEGE MAIN LOFT'S'
BOYETT, BLOCK 4, LOT 5
& BLOCK 5, LOT 9
403 & 408 COLLEGE MAIN
COLLEGE STATION, TX
SCALE SHEET
VERTICAL
HORIZONTAL
PLOTTING SCALE: 1:1
FILE NAME: 12-193
DESIGNED.
DRAWN
APPROVED
JOB NO.
DATE
SURVEYED
KERR
JPS
J41E
JPS
12-193
AUGUST 2012
OF
# ' l:. T
:...
........
.......
JOSEPH P.. SCHULTZ
..........65...... .........
FIRM # 12327
SCHULTZ ENGINEERING, LLC
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TRANSFORMERS
UE 6" FIRE SPRINKLER SERVICE 6" FIRE
1" DOMESTIC
1 WATER WATER SERVICE LINE TO BLDG. (PRIVATE) SPRINKLER
DOMESTIC
SERVICE TO TO BLDG. 6" ISOLATION VALVE SERVICE LINE
IRRIGATION (PRIVATE) SEE GENERAL NOTE #14 WATER SERVICE TO BLDG.
TO BLDG. (PRIVATE)
(PRIVATE)
(PRIVATE)
.6x2 TEE FOR
DUAL METER
LAYOUT
17 DOMESTIC 3z 2" 1" DOMESTIC 6" ISOLATION VALVE
GATE WATER METER SEE GENERAL
WATER METER NOTE #14
I VALVE
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CD P.U.E
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I PROPOSED P.U.E wm
3: HYDRANT 1" TAPPING
1' IRRIGATION SADDLE PER
WATER METER UNIFIED DETAILS
SPECS.
wm /Aft
PROPERTY LINE PROPERTY LINE R.O.W
R.O.VY
6" GATE
6 GATE VAVLE
VAVLE EXISTING PUBLIC
EXISTING PUBLIC
WATER MAIN
WATER MAIN
ALL METERS & VALVES SHALL BE
ALL METERS VALVES S41_1_ BE INSTALLED WITHIN THE EXISTING PUBLC
INSTALLED WITHIN THE EXISTING PUBLIC TILITY EASEMENT & NO LESS THAN 51
UTILITY EASEMENT & NO LESS THAN 5' W-12— '-12—U
W-12 FROM THE PROPOSED BUIL)INGS. FROM THE PROPOSED BUILDINGS.
12x6 12x6
TAPPING TAPPING
SADDLE SADDLE
408 WATER SERVICE DETAIL
EXISTING
6" SEWER
403 WATER SERVICE DETAIL
N
N.T.S .T.S
COLLEGE MAIN LOFT'S'
BOYETT, BLOCK 4, LOT 5
& BLOCK 5, LOT 9
403 & 408 COLLEGE MAIN
COLLEGE STATION, TX
SCALE SHEET
VERTICAL
HORIZONTAL
PLOTTING SCALE: 1:1
FILE NAME: 12-193
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4WF
JHW CONSTRUCTION
D i a NORTH GATE APARTMENTS NATHAN WINCHESTER DESIGNS
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