HomeMy WebLinkAboutRICHARD HELMLE, D.D.S. SITE PLANSITE CON§TRUCTION NOTES:
OCONSTRUCT NEW V THCK REiFORCED CON=M DRIVEWAY Wt Wfi W.
CULVERT ONom DITCNTYrE STREET rER THE CITY OF Larom STADARD t k- 6NG -
® CONSTRUCT NEW r MCK REINFORCED CONCRETE DRIVEWAY CURS TYRE
STREET PER THE CITY OF LaPOCM STA PARR
O CONSTRUCT NEW 4•THCK REINFORCED CONCRETE PAVEMENT PER PAVING
NOTE ND.2. SEE PETAL 5JSr4 AD S/Sr4
O CONSTRUCT NEW NW-ORCED CONCRETE CURS W HL BY 6' Wes ON TOP OF
PAVE► IW. SEE DETAIL 31SP4
®CONSTRUCT NEW COMBINATION WFEELSTOP AND SIDEWALK 7-' W RAISED 6'
ABOVE rAVEwEM. SLOPE SIDEWALK TO rAmNG LOT AT 21 OR Lw
CONCRETE SHALL BE 4• THCK REiFORCED WtrH GW MM W.WF. AND WITH A
WOOD FLOAT FNISK PROVIDE ix4 REDWOOD EXPANSION JOINTS AT EVERY 20
LR AND NNOTOOLED JOINTS AT EVERY 4 Lh SEE PETAL 5ASP4
O CONSTRUCT NEW V HIGH CONCRETE CURB RAMP af-Og W. BY 6-M I.G. WITH A
MAXI" SLOPE OF t92 AND A TEXTURED NDN-SLIP FINISH SAW -CUTS AT
WO,C.809TO MECTIDNOFTRAVEL RAMP SHALL HAVE FLARED SIDES WITH A
TEXTURED WON" FINISH SAW -CUTS AT 7 O.C. AND A MAXIMUM SLOPE OF
L12. SEE PETAL 2MP4
O CONSTRUCT FEW Lt:YEI CONCRETE STOOP AT ENTRANCE DOOR U4 NCH
MAXIMUM BELOW DOOR THIMSHOLD M NISH FLOOR). SLOPE STOOP AWAY
FROM BULOW AT 2%OK 1590. REFERENCE SEE FOUNDATION PLAN SHEET 54.
O PANT FEW 4 NCH WIDE SOLD PARKING STRIPS. USE TWO (2) COATS YELLOW
RRAFFIC PANT. SEE PARKING INFORMATION SCHEDULE SUET SPA
O CREATE AN ACCESS AISLE AND Two ACCESSIBLE PARKING SPACE. NEW
CONCRETE PAVEMENT SMALL BE LVAL REASONABLY SMOOTH. AND THE
SLOPE NOT TO EXCEED 2% OR 150 N ALL 011=1014S. PANT NEW 4 NCH WIDE
SOLD PAUM STRIPES AND ACCESS AISLE (MINIMUM Or WIDE) WITH 450
WASH STRIPES AT *V= USE TWO (Z) COATS YELLOW'rRAFF1C fANT".
PANT NEW INTERN YONA. SYMBOL OF ACCESS (54' W. BY W 4 USE TWO
(2) COATS YELLOW YLAFFiC PANT". (2 SPACE TOTAL)
O EACH ACCESSIBLE PARKING SPACE SMALL BE DESIGNATED AS RESERVED BY
A VEVICAUY MOUNTED SiGN ON A To BY O.iBBr GI STEEL POST SET IN
CONCRETE SNOWING THE SYMBOL OF ACCE8.90LttY. ONE SPACE SMALL HAVE
AN ADWI NAL SM 'VA4AOCESSDLE' MOUNTED BELOW THE SYMBOL OF
ACCESSBLJfY. pWTACTxJ'!S AND SYMBOLS ON SUCH SIGNS SHALL BE
LOCATED 60 SNIPES W MLAA ABOVE PAWING. SEE PETAL THiS SHEET.
(2 SPAMTOTAL)
t'12 SLOPE FINISH GRADE AWAY FROM BOLDING FOUNDATION AT M SLOPE WRFW
iO LA
O ALL LANDSCAPE A AS SMALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL '
WALKS AND CURBS, FIM GRADING AND LANDSCAPING ARE BY LANDSCAPE
CONTRACTOR.
UTILITY GONSTRUCTION NOTES:
�IdlE 6f" Q' L/LPaZ wt( ,�T' H!Yfw t'L,MIET31fS. __.
---lF��*�llw'Fi L� Lwprir:srlGt� _
® THE PLUMBING CONTRACTOR SMALL INSTALL THE NEW WATER LINE TO THE
NALOI#ii, SEE SHEET ►4
THE FLUM NO CONTRACTOR SMALL LAY nE NEW e'er SANITARY SEWER LINE
FORM THE PAM* AND CONNECT TO CITY SEWER MAN
SEEfa!WF4 NN4fMl40 YAP' Of 6114 dWGO '100T11..
® THE NEW EUECTRCAL SERVILE ENTWCE SNAIL BE INSTALLED PER HOUSTON
LWING &POWER COMfMft SERYCE OUTLET LOCATION AND DATA
STATEMENT. SEESHEETE-1
® THE UECTIUCAL CONT KACTOt SMALL NSTAI NEW'J/4'e RIGID CONDUIT WiTH
PULL. WIRE FROM BUILDING TO MOUND SIGN. SEE SHOT E4
Cr Y APPROVING AumoRiTY CE3tMHCATS
M= * tD,emM y that the ay ofia.?rote, Tartu has approved this ate
and detalolimmt of ftbad L Helmle, D.D.S. Landed at 9401 Fakmoat
PaT MV jR tloa60smess0s with the 01600100111 Of the City of La Poft
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CONCRETE CURB DETAIL
SCALE: 1110019
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PAVEMENT DETAIL
SCALEt NONE
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WHEELSTOP / SIDEWALK DETAIL
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SCALE: NONE
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CONSTRUCTION 'JOINT C.J.
SCALEe iIONE
4
'IIIIIII�O'�III' "�' IIINIIIilllll�.
_' ' •
�— WRe RAMP AND FLARED
SIDES SHALL HAVE A
TE%TMP NOW" ORUSN
NNSH 90• To 011 CM:
Of 11AV9L
ACMSS J
w- -
a-s. AaEss sID1C
er-d RAMP rAMEO *MNATIONAL-�
SYMOM OF A0=5
IF T IS LESS TW
4e NMO.THEN .
THE SLOPE OF THE
FLARED MKS SNAIL
INN EICEED 1: n
CURB RAMP'& ACCE55IDLE� PARKING
SCALE: NONE
PARKING SCHEDULE.
New
Spaces:
31
� pas
1, VanAaesebbSpew 947 x 19.M • 90 0%
1 Aerssoft Spare 9-v x 194r • eo Des
SITE LEGEND• '
•
EXISTING
EW ;
SANITARY SEWER LINE
4'S A
BMW
WATER LIE
VW
� imB
STORM SEWER LINE
OVERHEAD ELECTRIM
OE
— — off. —
OVERHEAD TELEPHONE
Of
•- - - - WE - - --
UNDERGROUND ELECT=&
— — WE — -
- — G --• --
GAS LIE _
G
— - -�
PITCH OR SWALE
-- --
-------(Z7A)--------
CONTOUR LINE,
WD)
•MN
MANHOLE
Ow
NOTE: TOTAL SrACES REQunRED rm THE my OF Larom rmm ORDNANCE
■ a
CATCH BASH
11 u
15 SIICTEEN (16) CAR SPACES.
■,a
JUNCTION BOX
0+
Dm
CLEAN OUT
000
0"INLET
`
66
Orr
POWER POLE
p
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LIGHT POLE
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a
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TOM
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FIRE HYDRANTPOR
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ot
FIL
FLOW LINE
FIL
VAN .
fit
TOP OF RIM
Tat
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TOP OF GRATE
Ti0
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TOP OF CURB
TA
PET.
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GUTTER LINE
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Tor of PAVEMENT
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CENTER LINE
4
ACCE55 SIGN
DETAIL
JV
SrOTELEVATO►IS
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PLAT (SITE PLAN) ACCURACY CERTIFICATE
I, E.G. Mylooss, am regislaW under the laws ofthe Stste of Tom to
00 the p olbssion Of Crime wing and hereby certify that the above site
plan is true and correct; and that all bearings, distances, angles, curve mdLusee,
mod comad angles are aowmtdy shown on the plat.
II
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OF T
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FLOOD HAZARD BOUNDARY: as a4 2:
THIS TRACT LIES WITHIN ZONE r OR AN AREA OF MINIMAL FLOODING. THIS STATEMENT am c � � ��cc ' 2 g it
15 BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAGEMENT `B m q
AGENCY FLOOD INSURANCE RATE MAP (FIRM) FOR HAMS COUNTY PANEL NUMBER ti a5 o mti tt € H;
4820100940 J: DATED: NOVEMBER 06.1996
BENCH MARK:
H
LEGAL DESCRIPTION: Ci
A TRACT OF LAND OUT OF THE Wn.UAM M. JONES SURVEY, ABSTRACT NO. 482,
CONTAINING 1.193 ACRES (51,985 SQ. FTa OUT OF RESEARVE W OUT OF BROOKGLEN, a O
SECTION THREE A SUBDIVISION IN THE CiTY OF LaPORTE AS RECORDED INVOL 199. FG. O U
114. DEEP RECORDS OF HARRIS COUNTY, TEXAS. to
SCOPE OF DOCUMENTS:
wO
THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE rROJECT N TERMS OF W S
(ARCHITECTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BOLDING. THELU
ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURE, MECHANICAL. ELECTRICAL.
iAND PLUMBING. SYSTEMS. AS SCOPE DOCUMENTS THE DRAWINGS DO NOT c O
INECESSARLY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE G a
!AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE
BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED. THE CONTRACTOR SMALL J
!FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE
WORK. THESE DRAWINGS SMALL NOT BE USED FOR CONSTRUCTION UNLESS',' DATED'. W
GENERAL CON5TRUCTION NOTES:
I. ALL WORK SMALL BE PERFORMED N ACCORDANCE WITH THESE FLANS AND
SPECIFICATIONSAND THE REQUIREMENTS AND STANDARDS OF STANDARD
BUILDING CODE (58001) LATEST REVISIONS AMC CITY OF LaPORTE ORDINANCES. e
2. PRICK TO STARTING CONSTRUCTION, THE GENERA. CONTRACTOR-(G.C.) SHALL
MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS* HAVE BEEN
OBTAINED ND CONSTRUCTION OK FABRICATION SMALL BEGIN UNTIL THE GENERAL
CONTRACTOR HAS RECEIVED AND THOROUGHLY REVEWEP ALL PLAN$ AND OTHER
DOCUMENTS APPROVED BY ALL OF THE PE1RWTNG AUTHORITIES ,
3 PRIOR TO STARTING . CON5TRUCTON. THE GENERA. CONTRACTOR AND
SUBCONTRACTORS SMALL REVIEW AND UNDERSTAND THESE PLANS, VERIFY ALL
DIMENSION AND SiTE CONDITIONS, AND SHALL NOTIFY THE OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR DIFFERENCES FROM THE INTENT OF
THESE DRAWINGS.
4. CONTRACTOR SHALL COMPLY WiTH LATEST OSHA AND STATE OF TEXAS
REQUIREMENTS FOR EXCAVATION. TRENCHING AND SHORING. / 1
S. ANY DAMAGE TO EXISTING SITE IMPROVEMENTS OR SURROUNDING v
IMPROVEMENT. PUBLIC OR PRIVATE. BY THE CONTRACTOR SHALL BE REPAIRED OR
REPLACED AT THE CONTRACTOR'S EXPENSE Py
S. DO NOT SCALE THESE DRAWINGS. CALLED DIMENSIONS TARE PRECEDENCE OVER
SCALE
SITE LAYOUT NOTES:
a
I.HIS TPLAN WAS PREPARED BASED ON A BOUNDARY SURVEY DATED MARCH n,
1996 PREPARED BY CHARLES E BATES,REC45TERW "PUBLIC 5UKVEiTM NO. 3
4110, HOUSTOK TEXAS, PROJECT NO. 98144.
2. THE LOCATIONS AND ELEVATIONS OF EXISTING LITOTES ARE SHOWN N M d
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES AND FED VERFY' TOPOGRAPHIC Z
,.i INFORMATION BEFORE COMMENCING WORK. AT LEAST 48 HOURS PRIOR TO O
COMMENING ANY EXCAVATION, CONTACT THE CITY OF HOUSTON AND THE UTIM (/) ZQ
COORDINATING COMMITTEE. INC. AT (715) 2254567 (IN HIOUSTONr UM469- a .]
8M4 (OUTSIDE HOUSTON) AND TEXAS ONE CALL SYSTEM AT W)OO-245r1545. U. a
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE _ W
CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THE -SE H_
UNDERGROUND UTILITIES. h
3. THE FINISH FLOOR ELEVATION OF ALL NEW BUILDINGS SHALL BE SET A MINIMUM
TWELVE INCHES (121 ABOVE THE NEAREST MANHOLE OR WHERE NO SEWER 15
AVAILABLE THE FINISHED FLOOR SOW NOT BE LESS THAN FOUR Does (41
ABOVE THE CROWN OF THE STREET.
4. A REGISTERED SURVEYOR OR A PROFESSIONAL ENGINEER SMALL BE
RESPONSIBLE FOR ALL LAYOUT AND GRADING STAKES.
PAVING NOTES:
L PAYING CONTRACTOR SMALL. OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO � O 9 1
RATA COST THAT APPLIES TO H5 WORK BEFORE CONSTRUCTION BEGINS. a 2 $ S
(INCLUDES SIDEWALKS, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, PARKING V a
LOTS AND PAYED AREAS, ETC-) O
,2. NEW CONCRETE PAVING SHALL BE PLACED OVER COMPACTED SUP -GRADE. NEW rA lip
CONCRETE SHALL BE 5 SACK (3000 P5O KEIFOKCED WITH #3 BARS D to I C
WO.C.E.W. WITH DOWELED EXPANSION JOINTS (EJD.) AT 4a-V OG.E.W. MAXIMUM 41 a 2
AND CONSTRUCTION JOINTS (CJJ AT 2a-M O.C.EW. MAXIMUM TO EXPANSION S
JOINT. SEAL ALL EXPANSION JOINTS WITH JOINT SEALER. (ALTERNATE w x
REINFORCEMENT 5' x 1O SHEETS 6'x6' #616 W.WF4 (LIGHT VEHICLES - 6.000 LB. OG
LOW TRAFFIC VOLUME)
DIRT WORK NOTES: p�AM
1. CONTRACTOR SHALL CUT AND FILL SiTE AS RFAUIRED TO OBTAIN FINISHED WMrs
ELEVATIONS SHOWN ON PLANS. A
2. IN AREAS WHERE THERE 15 VEGETATION, SCALP COMPLETELY (APPROXIMATELY 4
TO 6 INCHES DEEP). STRIPPED MATERIAL CLASSIFIED AS TOPSOIL SHALL BE
HE
STOCKPILED FOR REUSE OTHER STRIPrED SOIL SHALL BE HAULED OFF OR
SPREAD ON SiTE AS DIRECTED BY THE OWNER. RUBBISH{ OEBRIS,'AND OWER
ILit .I C]I:TO
, oil
C3TI
y
F
vicinity
. •
NO SCALE
KEY MAP NO. 576.-C
OBJECTIONABLE MATERIAL SHALL BE DISPOSED OF OFF PROJECT SiTE BY
CONTRACTOR
3. THE SUBGRADE SHOULD BE PROOF ROLLED TO EVIDENCE ANY SOFT SPOTS WHICH
SHOULD BE EXCAVATED TO FiRM SOIL.
4. SCARIFY TO A DEPTH OF 6 INCHES EXPOSED SUBGRADE, MOISTURE CONDITION TO
ABOVE OPTIMUM AND RE -COMPACT TO 95% OF THE MAXIMUM DRY DENSITY A5
DE1 RM INED BY ASTM R696 AND N CONFORMANCE WITH SOILS REPORT
REQUIREMENTS. ) d 0 t e
STHE . CT FILL SHALL BE PLACED AND COMFACTE6 TO 85% OF
MAXIMUM DRY DENSITY AS
S DETERMINED
BY ASTM D6966 AND N 'S I ,J t1Nf'`i;3
CONFORMANCE WiTH 5OL5 REPORT REQUIREMENTS.
6. STABILIZE EXISTING SUBGRADE F REQUIRED BY THE SOL REPORT OR IF THE d r O W n
CONTRACTOR AND THE OWNER AGREE. AS AN EXTRAS 1T 15 NEEDED TO PROCEED
WITH THE CONSTVZl ION SCHEDULE -.I ?'� 4. .
1. F STABLIZNTIDN 15 NEEDED SCARIFY TO A DEPTH OF 6 INCHES EXF05ED
SUBGR.40E AND RE -COMPACT TO 95% OF THE MAXIMUM DRY DENSITY AS shoot no.
DETERMINED BY ASTM D•698, TREATED WiTH TYPE 'A' 8% HYDRATED LIME -
SLURRY, ON A DRY WEIGHT BASIS. THIS LIME STABWZED BASE SHALL EXTEND A
MINIMUM OF FIVE FEET (5) BEYOND THE BUILDING SLAB AND A MINIMUM OF TWO
FEET (21 BEYOND THE PAVEMENT. p ll
,
STORM DRAINAGE CONSTRUCTION NOTES:
®CONSTRUCT WO CAM BASK U,-1 WITH CAST IRON FRAME AHD GRATE
6rxV4 116•214% FLwatl�.SEEDE+rA�215r-a
® CONSTRUCT NEW CATCH DAM C k 2 WITH CAST IRON FRAME AND GRATE
CWx2on T/9wiA4.s FL-'104.5SEEDErAI.2ISP-2
O CONSTRUCT WITH CAST IKON FRAME AND4w+0,uo
(,74"x'14l. Tl*w?&4. Ftm"L4-SEEDE•TAL$ISP•2
® CONSTRUCT NEWMOM BOX Ala WITH CAST WON FRAME AND SOLD LID
(2' 4'x ton TIEw$OX FL w VJ5 SEE MrAL 21SP-2
® NEW DRAM rIPR - w LF. OF 24•e CORRUGATED STEEL PIPE (C5.r^ore AT
Or' ft OETWUN HARRIS COUNTY DITCH AND J&i. SET C.S.P. OUTFALL N
CLABS'M BEIMM SEE HC. rP MrAL ON= -f U= OUTHLLL MD
INTEIIPiiPTOIL BTRUCTUIKE DITALS'.
NEW DRAM PIPE 4%LF. OF wo SDJC a5 (rYJ:,j PRE RLOPE AT OZZS
BFTWEEII,�Q, jAfD,�,,
NEW GRAN ?n -MW. OF 81 SDJL ae (PYQ PIPE SLOPE AT OJ)OY
ANO.&-
® NEW MAN InBETWEDW40 LF. OF 6*4 50 UtE 054PYQ PIPE SLOPE AT Il l:
LIANPUal
®8 NEW owmrOLr DRAIN rim CONNECT BUILDING DowwroUrs To DRAM
PIPE WITH VA SCEOIXE i4O FYJ:. PIPE HORIZONTAL RAINWATER PIPING IS
SIZED FOR AMAIIIMUM IIAIFALL OF Br PER HOUR WITH PIPE SLOPE OF V8' PER
FOOT.
SITE LEGEND:
EASG NEW
�-• -w• IT8 SANITARY SEWER LINE 4'5 �.
OW — — WATERLINE VW
.�wiergT�•.� STORM SEWERLNE mmlliaswst�
OVERHEAD ELECTRICAL ON
ar . OVERHEADTELErHONE Orr
.-- ... - LME w -- UHDERGKOUNDELECTRICAL -- — UIE — —
G •— -- GAS LIE G
--- --- DITCH Olt SWAM
-------t DI-•------ CONTOUR LIE (2710)
OWN MANHOLE Own
■o CATCH BASIN ®a
JUNCTION BOX [7
•� CLEAN OUT 0
CURB INLET
mw
POWER POLE Orr
fit► LIGHrrOLE Qv
*1" FIRE HYDRANT *"I
FA FLOW LIE FIL
Tm TOP OF RIM Tm
Tie TOP OF GRATE Ti
Tie TOP OF CURB Tm
e GUTTER LINE s
Tn TOP OF PAVEMENT Iff
f CENTER LIE CL
O� SPOT ELEVATIONS fe)
x 7f�
DRAINAGE AREA IN ACRES---*0`05e
TOTAL us. � •"••►�
Ea �IPm l.r•.�L 1f!, 3
---m c. PVw.
i
' O��1300
UIJ I
HEAVY•DI" GL TRAFFIC= 6' THK x WW. POURED
BEARING FRAME AHD GIATT^. CONC. RIM
E a i E a CONG rvw.
WALLS CAN hE- CEMENT STABILIZED
L Er BRICK (SHOWIQ BAQC FYL
a 6' CONCRETE
a: Br SOLD '
ML K BLOCKS
°4
4. PRECAST UNIT
COM►ACIED SUBGRADE _
®rp CATCH `4DASIN DETAIL`
SCALE: NONE !
44k RSLOP!�d 5.11, Eii ^- 2S Gl• 24.2
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�15.� pL`►'19`�. ...
FLOOD HAZARD BOUNDARY:
0
THIS TRACT LIES WITHIN ZONE Or OR AN AREA OF MIIMAI. FLOODING. THIS STATEMENT
15 BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP (Fim) FOR HARRIS COUNTY PANEL NUMBER
1s
4820100940 J. DATED: NOVEMBER 06. Ism PLdoo ftpga g 9,64w. 21. 0
BENCH MARK:
TBM: NAIL IN POWER POLE AT SOUTH PROPERTY LINE
-w
ELEVATION 22DD
V,
LEGAL DESCRIPTION:
•
.
A TRACT OF LAND OUT OF THE WILLIAM M. JOPES SURVEY, ABSTRACT ND. 462,
d
CONTAINING IJ98 ACRES (51.985 50. FQ OUT OF RESEARVE 'M- OUT OF BROOKGLEN,
�
SECTION THREE, A SUBDIVISION IN THE CITY OF LaPORTE AS RECORDED IN VOL 199, PG.
•
0
114. DEED RECORDS OF HARRIS COUNTY, TEXAS.
Q
0
STORM DRAINAGE NOTES:
I. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND MY
ALL FEES AND PRO. RATA COST THAT APPLIES To HIS WORK BEFORE
W
CONSTRUCTION BEGINS. (INCLUDES OPENING IN STREET, BORE AND JAMTE TO
t
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECm-M TO
0
IL
DRAINAGE 5Y5TEM, CATCH BASIN OR OUr51DE AREA DRAW, AND GROUND IN
STORM DRAIN PIPE ETC-)
2. THIS STORM DRAINAGE SYSTEM 15 DESIGNED FOR A 5 YEAR FREQUENCY
RAINFALL HAVING A MAXIMUM ALLOWABLE RELEASE RATE OF 2.00 CFS. PER
ACRE ,
W
S. CONTRACTOR TO PROVIDE TEMPORARY MEASURES To CONTROL STORM WATER
RUN-OFF DURING CONSTRUCTION AS REQUIRED TO L24MIZE EROSION.
4. CONTRACTOR SHALL. BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE
1005MVE DRAINAGE NO RUN-OFF SHALL DRAIN ONTO ADJACENT PRIVATE
•
PROPERTY. NO DOWNSPOUTS SHALL DISCHARGE ROOF DRAINAGE WITHIN WO
OF ADJOINING PROPERTY LINES.
5. MAINTAIN A MINIMUM COVER OF ONE (Q FOOT OVER ALL NEW CONCRETE AND P.V.C.
STORM SEWER DRAINAGE PIPES. (ALTERNATE CAST IRON PIPE)
O
16.
ALL NEW FINISHED ELEVATIONS SHOWN ARE Tor of NEW rnvEMENr OR GUTTER
N
GRADES UNLESS SHOWN OR NOTED OTHERWISE
ii
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LL
W
INTERPOSE NO OR I"'
FINAL APPV
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'`i.........35951
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'sheet no.
1' I
E. G. MYLONAS 1
Commidng engineerS.P*21
734ARUNGTON ST.. HOUSTON, TEXAS 77W o t
(713) =4804
A
PLANT SCHEDULE
MK
DESCRIPTION
CTR I
Sim
QTY
TREES
A
+ COMMON NAME:(D)TEXAS REDBUD
BOTANICAL NAME: Caren earodaeh ver tam eultivans
3•
5
SHRUBS
B
* COMMON NAME: RED TIP PNDTONIA
BOTANICAL. NAME: FWtoda a6bra
25'
15
GAL
2e
C
*COMMON NAME: WAXLEAFLIGUSTKUM
BOTANM NAME: LlIgmtmn un
25
15
GAL
qm
p
* COMMON NAME DWARF YAUPON HOLLY
BOTANCA. NAME. In vondtorle tiro•
20
15
GAL
38
E
COMMON NAME: OLEANDER (rA$kWAAV TO IW r,'
BOTANICAL NAME: olerder APTia. 2 lU•+t
6
5
GAL
T7
MEANS DECIDUOUS, AND 07 MEANS EVERGREEN
'AE SHRUBS TO HAVE A TRIMMED GROWTH HEIGHT OF NOT LESS THAN 18.OR MORE
THAN 3V WITHIN TWO (2) YEARS OF PLANTING.
SPRAY WITH ARn-DESSiCANT
PRUNE 1/3 LEAF AREA, BUT
RETAIN NATURAL FORM OF SHRUB
REMOVE BURLAP FROM TOP OF
BALL
GROUND LINE SAME AS NURSERY
S' MIXCH (r AROUND STEM)
( CONSTRUCT S• SAUCER RiK
FLOOD WiTH WATER TWICE
WITHIN 24 HOURS OF PLANTING
ARRANGE ROOTS OF BAREROOTED
. PLANTS iN NATURAL POSITION.
• DO NOT MAT OR TWIST ROOTS
PLAR11NO MD(
CONVEX BOTTOM
SHRUB PLANTING DETAIL
2 SCALE: NONE
(2) PIECES OR REINFORCED
RUBBER HOSE AND 014 GA.
WIRE
20 x 2• x 8' WOOD b
STAKES STAiN BROWN
2• FINE BARK (MULCH) t2• o
IF NO GROUND COVER
TEMPORARY SAUCER --
12'
NOTE: t
THIS PLANTING DETAIL FOR
DECIDUOUS TREES i0
TREE PLANTING ' DETAIL
SCALE: NONE
0
G`
M
N
revisions
fo lia '43
tF� AN -i a( -
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o�
GENERAL LANDSCAPE NOTES: aa:
w
1. ALL LANDSCAPING SMALL COMPLY WiTH THE CITY OF HOUSTON ORDNANCE W
NO.914701 APPROVED DECEMBER 4,1991. OR LATEST REVISION.
2. ALL PLANT STOCK SHALL MEET THE STANDARD FOR NURSERY STOCK
SPECIFICATIONS. AS ESTABLISHED BY THE AMERICAN ASSOCIATION OF p
NURSEKYMEN 0956 EDITION). Ti 6
3. ALL PLANT MATERIAL TO BE BALLED 6 BUKLArED AND TO CONFORM TO USA 3
STANDARD FOR NURSERY STOCK USA Z 60.1-1969.
4. LANDSCAPER SHALL FURNISH ALL MATERIAL AND LABOR: NCL.UDNO FLAWS, W
PLANTER FILL MATERIALS. MULCHES, SPRINKLER SYSTEM OF SrEfAIED). TOP
DRESSING. SOH. rKErAKATONL DECORATIVE ITEMS. NsPECT10NS.
TRANSPORTATION( WARRANTY ETC, NECESSARY FOR COMPLETION OF ALL
LANDSCAPING REQUIRED HEREIN EXCEPT AS MAY BE FURNISHED BY OTHERS AS
DESIGNATED.
5. LANDSCAPER SHALL PROVIDE ALL PERMITS AND LICENSES REQUIRED BY �
MUNICIPAL REGULATIONS. ALL WORK MUST MEET MUNICIPAL CODES. IF CODES
EXCEED OR DIFFEIC FROM THE PLANS AND SPECIFICATIONS, CODE WILL HOLD
PRECEDENCE. iT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPER TO BE 0 FAMILIAR WITH SUCH CODES AND BD ACCORDINGLY.
S. LANDSCAPER TO GUARANTEE WORKMANSNIr, PLANTS AND MATERIALS FOR A
PERIOD OF TWO (2) MONTHS. WARRANTY SHALL ALSO APPLY TO ANY LOSS OR
DAMAGE CAUSED BY DEFECTIVE WORK ANDIOR MATERIAL, VANDALISM OR THEFT
PRIOR TO COMPLETION AND ACCEPTANCE.
7. PLANTS SHALT. BE TYPICAL FOR THElK VARIETY AND SPECIES. SOUND. HE-ALTHHY. T
VIGOROUS, FREE FROM FLAME DISEASE, INSECTS OR THEIR EGGS. THEY WALL i
HAVE HEALTHY. NORMAL ROOT SYSTEMS AND SMALL NOT BE ROOT BOUND.
8. ALL PLANE MATERIAL SNAIL BE HANDLED IN A CAREFUL MANNER DURING
TRANSPORTATION AND INSTALLATIONI
9. PLANTS SMALL NOT BE PRUNED OR TOPPED BEFORE DELIVERY. N
10. THE OWNER RESERVES THE RIGHT TO APPROVE ALL rU ff MATERIALS.
It PROVIDE AND INSTALL LANDSCAPE AREA BORDER MATERIAL AT ALL LANDSCAPE
AREAS NOT BORDERED BY CURBS. SIDEWALKS OK PAVING.
12. EACH PLANTING AREA IS TO RECEIVE A MINMIUM OF SOT INCHES M9 OF PREPARED
SOIL CULTIVATED TO A TWELVE NCH (M DEPTH. PREPARED SOL SMALL BE A MOT
AS FOLLOWS 2/3 SANDY LOAM TOPSOIL. FREE OF ROOTS. ROCK. WEEDS AND . .
OTHER DEBRIS,1/3 PEAT MOSS OK t',►PROVED ORGANIC MULCH. SOL ALINES
TO BE GRAMIL/1R FERTILIZER OF :Lrw RATIO. SOILS OF HLm ALKARfTY Olt Q e`
ACIDITY SHALL BE TREATED APPROPRIATELY TO CORRECT . FOR LOCAL us
• CONDITIONS.
15. THE USE OF ON-SiTE TOMM N THE PREPARED SOD. MiIX IS NOT ALLOWED. H
14. ALL r1T8 FOR TREES SMALL BE EXCAVATED WITH BOTTOMS LEVEL THE DIAMETER
OF HOLES SMALL BE TWICE THE DIAMETER OF THE BALL, MTH EMW INCHES V) OF �'
PREPARED SDI. BELOW THE BALL COMPACTED SOIL AT THE SIDES AND BOTTOM
SHOULD BE LOOSENED BY SCARiFYNG. PITS SMALL BE BACK FILLED WITH �•
PREPARED SOIL AND THOROUGHLY SETTLED BY TAMPING AND WATERING:
SEE DETAIL WSP-3
15. SHRUBS SMALL BE rLANTEO N rITS AT LEAST TWELVE INCHES M GREATER 91
DIAMETER THAN THEIR BALL. WiTH AT LEAST SIX VC ES (4" OF PREPARED SOIL
BELOW THE BALL. COMPACTED SOH. AT BOTTOM OF FIT WILL BE LOOSENED AND
FIT FILLED TO THE REQUIRED GRADE WITH PREPARED SOIL THOROUGHLY SETTLED
BY TAMPNG AND WATERING. SEE DETAIL2/Sr-3
16. ALL TREES, SHRUBS AND GKOLMD COVERS SHALL BESET 50 THAT THE CROWN OF
THE PLANT IS AT FNISMW SPIL LEVEL OR SLOMY ABOVE, DEFENDING ON LOCAL
SOH. DRAINAGE CHARACTERISTICS.
W ALL BEDS TO BE TREATED WITH GRANULAR PREE&4lERGEW WEED CONTROL PER
MANUFACTURERS SPECIRCATLON4. USE TREFLAN OK EQUAL. i
18. iidMEDIATELY AFTER PLANTING OPERATIONS ARE COMFLETED, ALL TREE AND F c
SHRUB r" SMALL BE MULCHED WiTH A THREE NCH (31 LAYER OF FINE BARK.
THE LiMiT OF THIS MULCH FOR TREES SHALL BE A SIX FOOT (6-01 DIAMETER AND
FOR SHRUBS IN BEDS. THE ENTIRE AREA OF THE SHUUB BED. is
19. ALL TREES SHALL BE STARED N ACCORDANCE TO ACCEPTED NURSERY
STANDARDS. SEE DETAILS 3/SF-3
20. SODISEEDNG AREAS SMALL BE PROPERLY PREPARED. FINISH GRADED AND A9
HAND ROLLED MWK TO THE PLACEMENT OF SOD OR SEED. AREAS TO BE SEEDED
SHALL RECEIVE FOUR NOES (41 OF TOPSOIL (OWSRE TOPSOIL ACCEPTABLE).
SEEDED AREAS SHALL BE RE -SEEDED AS NECESSARY TO rKOVDE AN EVEN Q
STAND OF GRASS.
21. LANDSCAPER SHALL REMOVE ALL TRASH AND DEBRIS FROM SiTE DAILY. THE
PREMISES SHALL BE KEPT NEAT AND ORDERLY AT ALL TNrES WHHLE WORK 19 N
PROGRESS.
22. LANDSCAPER SHALL. AT SDRY (e0) DAYS AFTER COMPLETION OF INSTALLATONI
MAKE AN INSPECTION AND rERFORMI ANY WEEPING. rRUNNG. FERTILIZING AND
GENERAL CLEAWf NECESSARY TO INSURE NORMAL PLANT HEALTH N ALL
PLANTER AREAS. LANDSCAPER SMALL AT THAT TIME REPLACE ANY DEAD OR
WEAR PLANTS AND RE -SEED AS REQUIRED. p r o j e C t
25. LADSCAPEK SHALL PKOVOE, TO THE OWNER. PLANT CARE PROCEDURES FOUREACH PLANT TYPE USED IN THE FINAL LANDSCAPE PLAN. THESE PROCEDURES
SMALL INCLUDE WRITTEN DIRECTIONS FOR WATERING. FERTILIZING. WEEDING AND
PRUNING. d a t e
3i Jt11aNP'9>; _
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sheet no.
E 9$BZJ� p 3