HomeMy WebLinkAboutDrawings4.
THE CONTRACTOR SHALL PROTECT EXISTING GRASS; -LANDSCAPING AND TREES NOT IN
\
NUMBER OF BEDS:
DIRECT CONFLICT WITH PROPOSED IMPROVEMENTS DURING CONSTRUCTION. GRASSED
" 221-1"�
BEDS EXISTING/PROPOSED_30/27
AREA DAMAGED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR
L)
PARKING;
REQUIRED 15
WITH TOPSOIL AND SODDING AT THE CONTRACTORS EXPENSE.
S.F.
EXISTING/PROPOSED_38/4 = 42 (TOT
L)
70 gpd / 0.74 gpm 888 gpd / 0.62 gpm 1958 gpd ! 1.36 gpm
5.
CONTRACTOR SHALL COMPLY ALL RELEVENT BUILDING' CODES, CONSTRUCTION
\
EXISTING FIRE HYDRANT
SPECIFICATIONS FROM ANY POLITICAL SUBDIVISION HAVING JURISDICTION (INCLUDING
\
\
- NFPA
BUT NOT LIMITED TO CITY OF COLLEGE STATION, BRAZOS COUNTY, TxDOT, TCEQ, AND
\
EXISTING TREES
THE TEXAS ACCESSIBILITY STANDARDS OF THE TEXAS DEPARTMENT OF LICENSING AND
\
EXISITNG CONCRETE WALK
REGULATION).
6.
CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FOR CONSTRUCTION AND SHALL
\
❑ ❑ ❑ ❑ ❑ PROPOSED GRASSCRETE
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NOTIFY ALL RESPECTIVE GOVERNMENTAL OR UTILITY AGENCIES AFFECTED BY
3
HC PARKING SIGN
CONSTRUCTION PRIOR TO STARTING CONSTRUCTION.
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COMPLETE
OR AGREES THAT HE SHALL ASSUME SOLE NOF
TSITE
� L`/
WHEELSTOP
FOR JOB CONDITIONS DURING THE CONSTRUCTION THE PROJECD T, INCLUDING
��-�If)_jY7ONSIBILITY'J
PROPOSED CURB
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
/
DS- PROPOSED DOWNSPOUT
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
/
PHASE LINE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER HARMLESS FROM
® PROPOSED FIRE LANE
ANY AND ALL LIABILITY IN CONNECTION WITH THE WORK PERFORMED ON THIS
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PROJECT EXCEPTING FROM LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE
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OWNER OR ENGINEER.
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8.
WHERE CONSTRUCTION IS IN THE PROXIMITY OF AN EXISTING UTILITY, THE
/
0' UPLI)
CONTRACTOR WILL TAKE PRECAUTIONS TO PROTECT AND/OR SUPPORT THE UTILITY
/
PLAT 12.
AND ANY DAMAGE THAT MIGHT OCCUR SHALL BE REPAIRED IMMEDIATELY. IF AT ANY
.
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F-
TIME DURING THE CONSTRUCTION OPERATION A SEWER UNE HAS LESS THAN THREE
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(3) FEET OF COVER, IT SHALL BE ENCASED OR SADDLED WITH CONCRETE.
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9.
ALL TRENCHES CUT BENEATH PROPOSED SIDEWALKS AND PARKING OR STREET
PAVEMENT AREAS SHALL BE BACK FILLED IN 8" LIFTS, COMPACTED TO 95% OF THE
/
ATION, BRAZOS COUNTY, TEXAS
MAXIMUM DRY DENSITY, AND BE SUBJECT TO DENSITY TESTING.
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10.
BARRICADES, WARNING SIGNS & LIGHTS SHALL CONFORM TO THE TEXAS MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND ARE GENERALLY LOCATED TO AFFORD
MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND
EQUIPMENT AND TO ASSURE AN EXPEDITIOUS TRAFFIC FLOW AT ALL TIMES. DURING
THE PROGRESS OF WORK, THE CONTRACTOR SHALL PROVIDE ACCESS FOR LOCAL
/
TRAFFIC.
/
11.
REFERENCE ARCHITECTURAL PLANS FOR ALL FENCE LOCATIONS AND DETAILS AS
/
INFORMATION NOT PROVIDED BY THE CIVIL ENGINEER.
/
A000 / LIMITS OF 20' PROPOSED LATERAL @ 1.5% SLOPE S�Q isC( /
TYPICAL ,7//
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v1%.011,411 I Iyl/'"'1l
SCALE: 1 " = 3000'
BED & PARKING COUN1
8'19
1I'
NUMBER OF BEDS:
PROPOSED BUILDING HEIGHT TO RIDGE
" 221-1"�
BEDS EXISTING/PROPOSED_30/27
57 LTO
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PARKING;
REQUIRED 15
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S.F.
EXISTING/PROPOSED_38/4 = 42 (TOT
L)
70 gpd / 0.74 gpm 888 gpd / 0.62 gpm 1958 gpd ! 1.36 gpm
HANDICAPPED -2 (TOTAL)
CONSTRUCTION MATERIAL TYPE
5q
PROPOSED BUILDING HEIGHT TO EAVE
8'19
1I'
2"
PROPOSED BUILDING HEIGHT TO RIDGE
" 221-1"�
SS EXISTING SANITARY SEWER LINE
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PROPOSED BUILDING ADDITION (NORTH)
5,075
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S.F.
PROPOSED BUILDING ADDITION (WEST)
9,979
70 gpd / 0.74 gpm 888 gpd / 0.62 gpm 1958 gpd ! 1.36 gpm
S.F.
CONSTRUCTION MATERIAL TYPE
5q
EXISTING FIRE HYDRANT
OT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE.
PROPOSED BUILDINGS FULLY SPRINKLED
- NFPA
3 SYSTEM
GR
RESTRAINING EDGE MONOLITHIC APPRp 1" -IP
CONCRETE BORDER LEVELIN BED';C
5-1/2" THICK GRASSCRETE
WITH REINFORCEMENT
Ja t6=jN TO !SC
DRAINAGE AND
UTILITY Arr',dN~
16jil
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LEGEND
PROPERTY LINE
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MONOLITHIC
EXISTING CONCRETE CURB
BOEDGE RDER
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SS EXISTING SANITARY SEWER LINE
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3.7 Wsfu 152.2 wsfu 335.9 wsfU
— — — — G— — — — EXISTING GAS UNE
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— _W_ EXISTING WATER LINE
i nand
70 gpd / 0.74 gpm 888 gpd / 0.62 gpm 1958 gpd ! 1.36 gpm
AE EXISTING ELECTRIC LINE
,; 1
3 gp, / 0.65 gpm 775 gpm 10.54 gpm 1708 gpd 1 1.19 gpm
EXISTING FIRE HYDRANT
OT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE.
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EXISTING FIRE DEPARTMENT CONNECTION
EXISTING TREES
EEN G SHALL BE COORDINATED WITH THE BUILDING
UR i AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
EXISITNG CONCRETE WALK
PROPOSED CONCRETE PAVEMENT
BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT
❑ ❑ ❑ ❑ ❑ PROPOSED GRASSCRETE
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HC PARKING SIGN
HALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
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(SEE ARCH. PLANS)
WHEELSTOP
HALL' DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL
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PROPOSED CURB
DS- PROPOSED DOWNSPOUT
D IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
PHASE LINE
® PROPOSED FIRE LANE
CROSS ANY PROPERTY UNE.
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TE ��SECnON NOTE:
GRASSCRETE DESIGN SYSTEM TO FOLLOW
BOMANRE CORPORATION SPECIFICATIONS.
MITE
(' rn rn 0)
Water & Sanitary Sew fli.egend
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MONOLITHIC
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BOEDGE RDER
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Total Fixture Load
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3.7 Wsfu 152.2 wsfu 335.9 wsfU
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; nand $30
00
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Maximum Water / Sewer, C
i nand
70 gpd / 0.74 gpm 888 gpd / 0.62 gpm 1958 gpd ! 1.36 gpm
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,; 1
3 gp, / 0.65 gpm 775 gpm 10.54 gpm 1708 gpd 1 1.19 gpm
COMPACTED SUBGRADE
OT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE.
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TE ��SECnON NOTE:
GRASSCRETE DESIGN SYSTEM TO FOLLOW
BOMANRE CORPORATION SPECIFICATIONS.
MITE
(' rn rn 0)
Water & Sanitary Sew fli.egend
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0
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isting Addition Total
Total Fixture Load
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0
3.7 Wsfu 152.2 wsfu 335.9 wsfU
Minumum Water/ Sewer
; nand $30
gpd 10.58 gpm 688 gpd / 0.48 gpm 1518 gpd 11.06 gpm
Maximum Water / Sewer, C
i nand
70 gpd / 0.74 gpm 888 gpd / 0.62 gpm 1958 gpd ! 1.36 gpm
Average Water/ Sewer Demand
,; 1
3 gp, / 0.65 gpm 775 gpm 10.54 gpm 1708 gpd 1 1.19 gpm
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/ 2956 VIA ESPERANZA
EDMOND, OK 73013
/ CONTACT: JUSTIN BROWN, CEO
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N GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE
FOOM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
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EEN G SHALL BE COORDINATED WITH THE BUILDING
UR i AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
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BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT
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HALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
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HALL' DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL
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CROSS ANY PROPERTY UNE.
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SH ET C4 FOR "ADDITIONAL CONSTRUCTION DETAILS
ON THIS SHEET AND THE KEY NOTE LIST.
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PAGE 131)
AFIRE LANE NOTE: -ii } , ENC ARK
S PER CITY AGREEMENT, CONTRACTOR SHALL ROUGH
RADE AND COMPACT 4" MINIMUM DEPTH OF TIM #1: B! NCHMARK FOUND ON TOP OF FIRE
IMESTONE BASE WITH ONE COURSE OF SEAL -COAT H; DRANT LOCATED ALONG DRIVE.
(THIN THE PROPOSED FIRE LANE LIMITS AT THE START
F CONSTRUCTION TO ALLOW FOR FIRE TRUCK AND f 91' NORTH OF INTERSECTION AT
( ) G + OSE LAY ACCESS TO THE PROPOSED BUILDING
UTILITY EASEMENT NATURAL GROUND /
000 O O •`QF,� / �� / XTENSIONS DURING THE CONSTRUCTION PHASE. ® RC, ICK PRAIRIE ROAD.
SEMEN o ------6"SS- ----- >--------------------6"SS----->---- / ���. / ELEV. = 321.28'
--
,8 \ / / (S E OVERALL SITE MAP FOR LOCATION)
D P1"i� \ \ AJS PROPOSED ONE-WAY / `p � a �.� e e V � P d �V f ep REVID ED
D D , \\ �p CLEANOUT (TYP.) ��.�� ���1���������� Z�d��•����dlL
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ETWEEN
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�'�i 20' UTILITY EASEMENT (,�� - b �` 1 �n� e gi S�P 0 09 N FUC7ING ISTING UTILITIES Y AND CONTRACTOR. B REMEDIED
EEDIED
\ �y '•� /, ������� �������� ��c°�� N011 ED IN RING OF ANY CONFLICTS IMMEDIATELY UPON
��yg-i �"1�0��0 \ �, \\O9��,FEER SHALL BE
PLAT 1991/131 (� / -DI OF CONFLICT (LETTER, FAX, EAWL).
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Off, �9/ / ��������� A -f1
CALL PARTICIPANTS REQUESTS 48 HOURS NOTICE
DEVELQPNiE1 You DIG, DRILL, OR BLAST -STOP AND CALL
\ , PLAT FILED oa ONE CALL SYSTEM
(800) 245-4546
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LANDSCAPING POINT CALCULATIONS
SYMBOL
SIZE
NAME AND TYPE
QTY.
POINT
TOTAL
FROM TOP 1/3 OF ROOT BALL.
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BACKFILL MATERIAL- PLANTING MIX
NAME AND TYPE
VALUE
POINTS
0S•
Q
3.5" CAL
SHUMARD OAK (Q. shumardo)7
CANOPY TREE
NEW SHRUBS
300
2100
POINTS
H
SEASONAL / PLANT @ 9" O.C_
MEXICAN HEATHER
'TX- BLEND' 4" COBBLE
0TD •
3.5" CAL
BALD CYPRESS (T. distichum)
CANOPY TREE
10
300
3000
NIA
BARRIER AND PRE -EMERGENT HERBICIDE.
SHRUB
•
QV
2" CAL
LIVE OAK (Quercus virginiana)
CANOPY TREE
8
BUFFER
N/A
X
1 GAL
(Lantana mont.'New Gold')
PLAN
N/A
U C
2" CAL
CEDAR ELM (Ulmus crassifolia
CANOPY TREE
9
BUFFER
N/A
AZTEC GRASS
W_
x
WATERMELON CR. MYRTLE
(Uriope muscad'Varieg. Giant')
N/A
_L_I.
1.5',CAL
-(La nd'ca'WatermeIon-)-
3
40
120
O -N
NON -CANOPY TREE
PROSTRATE ROSEMARY
ID .
1.5" CAL
POSSUMHAW (Ilex decidua)
NON -CANOPY TREE
11
BUFFER
N/A
N/A
SHRUB
SSO
STREETSCAPE:
MOUNTAIN LAUREL
rear portion of the tract only and does not entail any additional
improvements within the streetyard_.
POINTS PER PROJECT AREA:
208,098 SF of Site Area
1.5" CAL
(Sophora secundiflora)
10
BUFFER
N/A
NON -CANOPY TREE
cR
SAGO PALM
5 GAL
(Cycas revoluta)
3
10
30
I SHRUB
'GREEN CLOUD' CENIZO
5 GAL
(Leuc. frutescens'Gn Cloud')
3
10
30
SHRUB
s
SANDANKWA VIBURNUM
5 GAL
Viburnum suspensum)
2
10
20
SHRUB
/REN
CAST IRON PLANT
5 GAL
(Aspidistra eliator)
17
10
170
SHRUB
ca
DWARF BURFORD HOLLY
5 GAL
(Ilex cornuta'Burfordrl Nana')
30
10
300
SHRUB
D
'HARBOR DWARF' NANDINA
5 GAL
(Nandina dom.'Harbor Dwarf)
12
10
120
SHRUB
s
'SPRINGTIME' IN. HAWTHORN
5 GAL
(Raphiolepis indica'Springtime')
16
10
160
SHRUB
AG
RED SALVIA
5 GAL
(Salvia gregg-R)
21
10
210
SHRUB
4 u
LANDSCAPING POINT CALCULATIONS
4 INCHES OF BARK MULCH
�,
IF SHRUB IS B&B, THEN
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FROM TOP 1/3 OF ROOT BALL.
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BACKFILL MATERIAL- PLANTING MIX
NAME AND TYPE
12"
12"
UNDISTURBED SUBSOIL
SHRUB
PLANTING DETAIL
NEW SHRUBS
ANNUAL COLOR
VALUE
POINTS
LANDSCAPING POINT CALCULATIONS
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SYMBOL
SIZE
NAME AND TYPE
QTY.
POINT
TOTAL
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ANNUAL COLOR
VALUE
POINTS
H
SEASONAL / PLANT @ 9" O.C_
MEXICAN HEATHER
'TX- BLEND' 4" COBBLE
1 GAL
(Cuphea hyssafolia'Allison')
PLAN
N/A
NIA
BARRIER AND PRE -EMERGENT HERBICIDE.
SHRUB
M
'NEW GOLD' LANTANA
X
1 GAL
(Lantana mont.'New Gold')
PLAN
N/A
N/A
SHRUB
AZTEC GRASS
x
1 GAL
(Uriope muscad'Varieg. Giant')
PLAN
N/A
NIA
SHRUB
O -N
PROSTRATE ROSEMARY
X
1 GAL
(Rosmannus offic.'Prostrata')
PLAN
N/A
N/A
SHRUB
STREETSCAPE:
Not applicable - this phase of the development is an addition to the
rear portion of the tract only and does not entail any additional
improvements within the streetyard_.
POINTS PER PROJECT AREA:
208,098 SF of Site Area
208,098 / 1000 = 208.098
208.098 x 30 = 6243 Points
TOTAL POINTS REQUIRED: 6243 TOTAL POINTS PROVIDED: 6260
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R D Th user of this file agrees to
La y assume all responsibility for any
(D / / _ L (• L- — LL modifications to or use of this
L_ L_ (=1Ldrawing file that is inconsistent
L L L L ► -323 with the requirements of the
U C / �.1P'' L L- L_ L- Lt Mules and kequlations of the.
1 exas Board of Architectural
ns DS
• ` I �* / vN�a� v a examiners, No person may
J w /° make any modifications to this
TDA
�s _LLL L L (_ electronic drawinq file without
`Ol�,� J �►� " •���u L_ L- L,L L_ the Landscape Architect's
Gj �y (_ L (_ L 5 L L express written permission,
SPECIAL CITY OF COLLEGE STATION NOTE: ,� r` DS
100% coverage of �nacover, decorative avin decorative rock G�'
g g rev- - ,
P 9 _ _. _ _ 3 _
/_ -
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(not loose), -or a perennial grass is required in parking lot islands, --
swales and drainage areas, the parking lot setback, rights-of-way, GP '/ Uu a
and adjacent property disturbed during construction_ �� • 4 - / / �� L_ �s PROPOSED
`�� J y / , ��- BUILDING ADDITION l–�,L;
A1-1 N v�1 i"�4N ID C S �n (— (— I_ I_ I— I— (REF_ ARCH. PLANS L
QV KVG\L �L L L IO FOR BLDG_ DIMENSIONS) I
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PROPOSED ❑❑ Ds ❑ SG I — es------- -- Qr X000
EXISTING WOOD Y (_ 4 sG ° 2 oat
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/ FENCE TO REMAIN J. (REF. ARCH_ PLANS y y M 5 4 I a Z 0
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/ EXISIG NATURAL I- IJ ❑ 0 ❑ ❑ ❑ I o }� W
\ BUFFER A TO REMAIN W L_ ❑ ❑ ❑ ❑ ❑ I _ 0 z
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EXISTING\ I
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ADJACENT ~� FENCE T REMAIN J I— J1 ❑ ❑ ❑ ❑ y LI
ARBOR -TIE TREE GUYS v �, MIN.(2)4'-0 STAKES RESIDENCE \ J I - ❑ ❑ / 1 / `•J O
INSTALL IN UNDISTURBED \ \ I F--1
SOIL OUTSIDE PLANT PIT \ ' __LL yl 000 ❑ ❑ V V
FINISH GRADE 6" DEEP PLANT MIX RING @BASE \ \ \ U C J G J I 0 0 0 0 0 — — —� — — - — — — — —DS - - —
OF TREE -TOP WITH 6" MULCH \ \ / \ vi SG 3 CB I 000130 SG V Wu �y
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BACKFILL W/ PLANT MIX ��- ROUGHEN SIDES AND W J' \ l C�
PER SPECIFICATIONS BOTTOM OF PLANT PIT vt��\il�lA y�y 5 DSS I] 0 0 4 • Ca(V 1\N� / w
❑ ❑ ❑2X WIDTH OF IROOTBALL 000
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GENERAL NOTES: J , o •` ❑ ❑❑ W N"Ilh y s " O/ a o
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1. REFER T EXISTING 2 CB ❑❑ W W W 2 y y J W W J •
O SPECIFICATIONS FOR ALL CONTRACT PLANT ❑`❑ y J U
2. PROVIDE TEMPORARY IRRIGATION FOR HYDROMULCH FOR PERIOD OF 60 DAYS FOLLOWING INSTALLATION. ADJACENT a SG _ ❑ �'nor U
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3. INSTALL APPROVED IMPORTED PLANTING MIX TO MIN. DEPTH OF 6" IN ALL AREAS SCHEDULED i RESIDENCE 4 7 0 3 / SG
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AS LANDSCAPE PLANTING AREAS. � J- � s 11 H 4 � E ING
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4. INSTALL APPROVED IMPORTED TOPSOIL TO 4" DEPTH IN ALL TURFGRASS AREAS. \ �� 3 / 5 BERMUDAGRASS HYDROMULCH TO A
\ 3 C3 /� NEW DRIVEWAY DRIVEWAY W
5_ CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN THE FIELD PRIOR TO INSTALLATION ° SS / / / / \ LIMITS OF DISTURBANCE (TYPICAL) W
AND MUST REPORT ANY DEVIATION IN SITE CONDITIONS TO THE LANDSCAPE ARCHITECT BEFORE \ \ J W
PROCEEDING WITH WORK IN THE AFFECTED AREA.
6. VERIFY LOCATION AND DEPTH OF ALL EXISTING AND PROPOSED UTITILIES PRIOR TO EXCAVATION. \// \ �•. C 7 O.O n /. \+ 'p n Pn p
GROUNDCOVERS AND GRASSES
Cynodon dactylon'419'
'419' HYBRID BERMUDAGRASS
SOLID SOD
'SEE SPECIFICATIONS
Cynodon dactylon'Sultan'
'SULTAN' BERMUDAGRASS
HYDROMULCH
SEE SPECIFICATIONS
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ANNUAL COLOR
4" POTS
SEASONAL / PLANT @ 9" O.C_
'TX- BLEND' 4" COBBLE
APPLY TO V DEPTH OVER APPROVED GEO-TEXTILE
BARRIER AND PRE -EMERGENT HERBICIDE.
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J O O O O EXISTING NATURAL
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.RESIDENCE O O O BUFFER AREA TO REMAIN 8 i6
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\ \ ` 0-0 / - REF. CIVIL PLANS