HomeMy WebLinkAboutJP&D DIGITAL SATELLITE SYSTEMS SITE PLAN1S1TE_TMEND. ___
EXISTING
NEW
- 12.5 - -
SANITARY SEWER LINE
4.5
- 8'W - -
WATER LINE
8'W
�16-STD
STORM SEWER LINE
-12.5T
- O/E - -
OVERHEAD ELECTRICAL
0/E
- 0/T - -
OVERHEAD TELEPHONE
Orr
- - - - LIE - - - -
UNDERGROUND ELECTRICAL
U/E - -
- G - -
GAS LINE
G
--
DITCH OR SWALE
-- --
------(27.0)--------
CONTOUR LINE
(27.0)
•"i
MANHOLE
ow
■ ce
CATCH BASIN
® c5
1is
JUNCTION BOX
is
000
CLEAN OUT
o cO
CURB INLET
Orr
POWER POLE
OFF
Lr
LIGHT POLE
O LP
+F
FIRE HYDRANT
•I rd
F/L
FLOW LINE
F/L
T/R
TOP OF RIM
T/R
T/G
TOP OF GRATE
T/G
Tic
TOP OF CURB
TIC
G
GUTTER LINE
G
T/F
TOP OF PAVEMENT
TIP
q
CENTER LINE
E
0� SPOT ELEVATIONS 0.00
X
DRAINAGE AREA IN ACRES
TOTAL C.F.S.
NEW LIVE OAK TREES WITH 2' MINIMUM CALIPER 61NCHE5 ABOVE
THE GROUND - SEE PLANT SCHEDULE
NEW RED TIP PHOTONIA 5HRU135 t0 HAVE A TRIMMED GROWTH
HEIGHT OF NOT LESS THAN 15' OR MORE THAN 36' - SEE PLANT
SCHEDULE
NEW OLEANDER SHRU55 SHALL HAVE A PLANTING PEN51TY
SUCH THAT WITHIN TWO YEARS OF NORMAL GROWTH, A SOLID
SCREEN WILL BE FORMED TO A HEIGHT OF AT LEAST SIX FEET (6 )
ABOVE ADJACENT GRADE - SEE PLANT SCHEDULE
NEW CRAPE MYRTLE SHRU55 WITH 2' MINIMUM CALIPER AND A
HEIGHT OF AT LEAST 51X FEET (6) ABOVE ADJACENT GRADE
SEE PLANT SCHEDULE
1. PAVING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PROS
RATA COST THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION BEGINS
(1NCLUDES SIDEWALK9, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, PARKING
LOTS AND PAVED AREAS, ETC...)
2. NEW CONCRETE PAVING SHALL BE PLACED OVER COMPACTED SUB -GRADE. NEW
CONCRETE SHALL BE 5 SACK (3000 P51) REINFORCED WITH #3 5AR5 01
18' O.C.E.W. WITH DOWELED EXPANSION JOINTS (E.J.D.) AT 40'-0' O.C.E.W. MAXIMUM!
AND CONSTRUCTION JOINTS (C.J.) AT 20'-0' O.C.E.W. MAXIMUM TO EXPANSION JOINT.
SEAL ALL EXPANSION JOINTS WITH JOINT SEALER. FOR APPLICATION OF THIS NOTE
SEE 517E CONSTRUCTION NOTES. (ALTERNATE REINFORCEMENT 5' x 10' SHEETS:
I 6'x6' #6/6 W.W.F.) (LIGHT VEHICLES - 6,000 LB., LOW TRAFFIC VOLUME)
_ i
VtK1 �%bRK iTOTE�J:
;I. CONTRACTOR SHALL CUT AND FILL SITE AS REQUIRED TO OBTAIN FINISHED
ELEVATIONS SHOWN ON PLANS. ALL SITE WORK SHALL BE PERFORMED IN
ACCORDANCE THE 2003 I.B.C. LA FORTE AMENDMENTS, CHAPTER 33.
2. IN AREAS WHERE THERE 15 VEGETATION, SCALP COMPLETELY (APPROXIMATELY 4
TO 6 INCHES ,DEEP). STRIPPED MATERIAL CLASSIFIED AS TOPSOIL SHALL BE
STOCKPILED FOR REUSE. OTHER STRIPPED 501L SHALL BE HAULED OFF OR
SPREAD ON AE AS DIRECTED BY THE OWNER. RUBBISH, DEBRIS, AND OTHER
OBJECTIONABLE`\MATERIAL SHALL BE DISPOSED OF OFF PROJECT SITE BY
CONTRACTOR.
DE '3. THE SUBGRADE SHOULD BE PROOF ROLLED TO EYI NCE ANY SOFT SPOTS WHICH
SHOULD BE EXCAVATED TO FIRM SOIL.
4. SCARIFY TO A DEPTH OF 6 INCHES EXP05ED SUBGRADE, MOISTURE CONDITION TO
ABOVE OPTIMUM AND RE -COMPACT TO 95% OF THE MAXIMUM DRY DENSITY A5
DETERMINED BY ASTM 0-698 AND IN CONFORMANCE WITH SOILS REPORT
REQUIREMENTS.
5. SELECT FILL SHALL BE PLACED IN MAXIMUM 8' LIFTS AND COMPACTED TO 95% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 AND IN
CONFORMANCE WITH SOILS REPORT REQUIREMENTS.
16. STABILIZE EX15TING SUBGRADE IF REQUIRED BY THE SOIL REPORT OR IF THE
CONTRACTOR AND THE OWNER AGREE, AS AN EXTRA, IT 15 NEEDED TO PROCEED
WITH THE CONSTRUCTION SCHEDULE.
!7. IF STABILIZATION 15 NEEDED SCARIFY, TO A DEPTH OF 6 INCHES EXPOSED
SUBGRADE AND RE -COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM 0-698, TREATED WITH TYPE 'A' 6% HYDRATED LIME
SLURRY, ON A DRY WEIGHT BASIS. THIS LIME 5TA13ILIZEP BASE SHALL EXTEND A
MINIMUM OF FIVE FEET (5) BEYOND THE BUILDING SLAB AND A MINIMUM OF TWO
FEET (2) BEYOND THE PAVEMENT.
z�sPLANT SCHEDULE
LANDSCAPE CALCULATION (Sec.106-600)
LOT SIZE = 65,697 sq. ft.
DEVELOPED 511E AREA = 56.635 sq. ft.
ROOFED OVER IMPROVEMENTS = 15,071 sq. ft.
DEVELOPED SITE AREA - ROOFED OVER IMPROV. = REMAINDER x 6%
56,635-15,071 = 41,564 x 6% = 2,449 sq. ft. LANDSCAPE REQUIRED
LANDSCAPE AREA PROVIDED = 5.341 sq. ft. (8.1%)
GENERAL COMMERCIAL (GC) MAXIMUM LOT COVERAGE 40%
PERCENTAGE LOT COVERAGE = 22.9%
MK
DESCRIPTION - GRASS
COVERAGE
ALL
AREAS
COMMON NAME: 5T AUGUSTINE GRA55
BOTANICAL NAME: Srenota hrum secundatum
100% SOP
MK
DESCRIPTION - TREES
CTR
I SIZE
QTY
A
+COMMON NAME: LIVE OAK (D)
BOTANICAL NAME: Quercus virginiana
30'
MIN
2'
CALIPER
1
DESCRIPTION - 5HRUBS
13
COMMON NAME: RED TIP PHOTONIA
BOTANICAL NAME: Photonia glabra
2.9
1.5
GAL
20
C
COMMON NAME: OLEANDER (EVERGREEN)
BOTANICAL NAME: Nerium oleander
6.0'
MIR Ht
4-0'
20
VERIFY
D
COMMON NAME: CRAPE MYRTLE
BOTANICAL NAME: Lagerstroemia Indies
15.9
6'-0'
TALL
9
(D) MEANS DECIDUOUS, AND (E) MEANS EVERGREEN
- &PARKING SYNOPSIS
Total
20 Existing (2002 Development) 9'-0' x 18'-0' 0 90 Deg.
Standard Spaces
Existing,
2 Existing (2002 0ev.) 9'-0' x 18'-0' a 90 Deg.
And
Van Accessible Space
with 8'-0' Access Aisle
New
2 Existing (2002 Dev.) 9'-0' x 18'-0' 0 90 Deg,
Accessible Space
Car
64 New Development 10'-0' x 1&-0' 0 90 Deg.
Spaces:
Standard Spaces
Sg
NOTE: TOTAL SPACES REQUIRED PER THE CITY OF LA FORTE PARKING ORDINANCE,
ARTICLE VI, 5EC.106-839,15 SIXTY-51X (66) CAR SPACES.
PHASE I - EXISTING RETAIL - 5,07150 FT + 1,000 x 4 SPACES = 20 + 4 ... = 24 CARS
PHASE If - NEW BUSINESS OFFICE - 5.000 SQ FT + 300 x 1 SPACE =17 + 4 = 21 CARS
PHASE III - NEW BUSINESS OFFICE - 5,000 SQ Ft + 300 x 1 SPACE =17 + 4 = 21 CARS
24 CARS + 21 CARS + 21 CARS = 66 CARS TOTAL
SITE -"CONSTRU'CTrb`N_N0TE5..._(_o1._ �9
- 31 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 5P-2. I " 8p V� o R` �r e v ids ipo�n sst
i 'u r.¢ J MI ._. 1._ 1_ 5Cyr I, HW& 1
FUTILITY CONSTRUCTION NOTES: (40-49) ( NOPST N.P. Si
a RAYYI
NORTH
j I IOE y3j „¢) SRY. VIEW C -
40 - 43 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 5P-2. i L TILE °ROOK 3
I f PLAING Y E PLAIN°ROOK
LANDSCAPE CONSTRUCTION NOTES: (50-59) :Suu suN°ET W
FIELOCREST L �E FIEL CRE
50 - 56 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 5P-2. 3 F
8 DR 6
i 2 J p
STORM DRAINAGE CONSTRUCTION NOTES: 60-59 � AY d=_= =g"=�'t
c ) SITE _�_�"=y�m-
Ile- 85 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 5P-3. R° i o ' c 6 m E `'2
x.R.....
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VICIn1ty map Q0mF0 ,t9 =0N
NO SCALE KEY MAP NO. 539-Y «• f° ` _
C IS 6.2
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cow 'g
ONNT'DC -O UryN cl
FLOOD HAZARD BOUNDARY: oa oo mo.5wo E a
THIS TRACT LIES WITHIN ZONE -X' OR AN AREA OF MINIMAL FLOODING. TH15 5TA1 :MENT !
15 BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAC :MENT
AGENCY FLOOD INSURANCE RATE MAP (F.LR.M.) FOR HARRIS COUNTY PANEL 11 IMBER
48201CO945 L; DATED: JUNE 18, 2007 AND CITY OF LA FORTE COMMUNITY PANEL
NUMBER 485487 0945 L.
BENCH MARK: tO
;ELEVATIONS SHOWN ARE BASED T.5.A.R.P. ELEVATION REFERENCE M% 1MENT Z
C. �, • G E D OUNT NO
rJ G ' / Lj x I O0 I R 4
INO. 020181, N.A.V.D.1988, 2001 ADJUSTMENT.
h
Nj
�o1�i GfZETE P� M'%'
(TEMPORARY BENCHMARK (TBM) - RIM OF STORM SEWER MANHOLE LOCATED N THE
OF SPENCER HIGHWAY 20 FEET WEST OF THE NORTHWEST CDR ER OF
�.
n
-
;RIGHT-OF-WAY
PROPERTY; ELEVATION 20.75 FEET.
''^^
l4
T.B.M. RIM 5,5,M� i
� i
;LEGAL DESCRIPTION:
V!
Q
W
E xi,s -r, T'fp F,'r.
"F-v % 'Lo,15,
Exl ST 30 t ul '
A TRACT OF LAND CONTAINING 1.5082 ACRES (65,687.19 SQ. FT.) OF LAND, OUT IF THE
'WILLIAM BLOCK ONE, RESERVE ONE IN THE
W
5 -rM r I14 LF_T
2 , DRI'4 pl ,0-f 3
-_ _ - - - - - _ -- FLITLIRE 2s IP 12"
M. JONES SURVEY, ABSTRACT NO.482. BEING
vX 1 s-r, i0 we0- ca1R6
--
_ _
_.
i ' d ArT MH ( ' • ' 4 __ EfL ST 2 -v, OO
BEING A PLAT IN 64, CITY OF LA PORTS, 66 RISM.R C 1UNTY,
TEXAS, LANDINSTRIP RECORDED 0A 5, AND 520066 M.R.H l
TEXAS, A5 RECORDED IN FILM CODE NO.(5) 520064,
Z
0
�- - Y
+ S - •� e ° Y a
�- E is'T •S'i DEAL A ":: 10%
123 346 000 0001
0
E/v6 F. �f a DeI�IP K , ; '`' 51P I{laml K„ wv X, HARRI5000NI I APPRAISAL (STRICT ACC U
• S - • b •Y I f, ,L '1l P
SOO _v- .. GoN _
o WM - - - -- Y-uD y-a.. e.-' p�. ( cif-.• 1/ WM -- <' _ _. VJ d'
__ _50 ;� DEVELOPMENT INFORMATION
f Pl . 3 t 9 945a 53 q G -1 40 50 Sfi 9 tP1 Q
ILA _S (
LLJ
s I (;JFp-•(E(L 41H 1" 3 Ui e i 17 `A (0.4& Rs 4� ro pl A, t DEVELOPMENT NAME: ............ DIGITAL SATELLITE SYSTEMS L.� W
{� ...( 5.613_354) N 54 q gl q r r I - 9 QO ^ �Di s L DEVELOPMENT ADDRES5:........ 10916 SPENCER HWY. LAPORTE, TX 77571-451 5
DEVELOPMENT TYPE: RETAIL (M) r BUSINE55 OFFICE (B) U C+iU 0-
4 ,J _j
_ 1 1 O • j) ° - I %I t d (oO,S 2g, 0 I$ •5 r-' 3� . � ZONED :......................... GENERAL COMMERCIAL (GC) - i J
--_ -
- , � e : I NAME OF OWNER:................ JP&D DIGITAL SATELLITE SYSTEMS, INC.
!9 JERRY WISE, PRESIDENT
U b A ^•. ( 65 _ -. - - - 'I ___ 72 ® N ro ®s j 10916 (281) 4711--4400 ENCER HWY, LA FORTE, TX 77571-45 6 Q
+ O to
4, CIi2 r6� `� o I 5 s CONTRACTOR :................... RPM REAL ESTATE CONSTRUCTION
® _ _ ( �p RUBEN GARCIA, JR.
4 Q PO BOX 1648, FRIEN05WOOR TX 77549-164E J
9 Q 5 7 U F a (281) 993-2141 Q
f 1 S 0 I 11 •� 1z ,Q i
_� SfTE LAI�OUT NOTES:
4. o rEX1571NG' PARKING" LOT' � _ 3 jl1
THIS -FLAN WAS PREPARED BASED ON A BOUNDARY SURVEY AND TOPOG APHIC 0
9,455 5O FT. (r
_13 p I i SURVEY DATED: AUGUST 08, 2007. PREPARED BY H. T. WEBER. REGI' rERED Q
PUBLIC SURVEYOR NO.4101, ALVIN, TEXAS, JOB NO.7-759-07. _ jj
2. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE SHOWN IN AN Q W
0.
` I .11 UUU 1 I SI 8 )•OI IgOI 2$,OI 3,¢ I t(j APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT Q
4 g Ig,S Q.(p.0 18. `i 28 O I$,6 p LOCATION OF ALL EXISTING UTILITIES AND FIELD YERIFY 10POG hPHIC
-:11N ro F 9.01 J j INFORMATION BEFORE COMMENCING WORK. AT LEAST 48 HOURS PR )R TO A U
N i gC COMMENCING ANY EXCAVATION, CONTACT THE CITY OF LAPORTE AND THE TILITY 1�i. z
}
-j N f ` q > = - COORDINATING COMMITTEE, INC. AT (713) 223 4567 (IN HOUS70N);1-800-66f 8344 a
N 3 F I 1 v a W (OUTSIDE HOUSTON) AND TEXAS ONE CALL SYSTEM AT 1-800-245-454! THE
Z_ • Q 13 0 V) CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE C tUSED .. = DES
V $ I d ^q (� ��,��jo) \ g0 �- i)) BY HIS FAILURE t0 EXACTLY LOCATE AND MAINTAIN THESE UNDERC :OUND L }
K 1/P I A,'. % v-•4 .� Q) 9 N �/ UTILITIES. Q I-
- u a6-(o 111 G�yry N N cc
j3. THE FINISH FLOOR ELEVATION OF ALL NEW BUILDINGS SHALL BE SET A N'yIMUM um w
Vl q� •( V , pE } W i TWENTY-FOUR INCHES (24') ABOVE THE CONCRETE CURB OF THE STREET O ; IF NO U
-1 W 9 _.-_N _. 4. ( __. 4i 9 i, d CURB, TWENTY-FOUR INCHES (24') ABOVE THE CROWN OF THE STREET. BI ILDING z
(�/ is GB-3 N� V &n D Z CONSTRUCTED WITHIN THE DESIGNATED 100 YEAR FLOOD PLAIN PER F.E.M.A FLOOD w z
lI b•1' - pl(LE U-_ RFa1D, - 10 w 4 ' • L F v �l U y INSURANCE RATE MAPS SHALL BE SET A MINIMUM TWELVE INCHES (12') AIR 'E THE r ta7 a
O N t� > I ._ V Q 100 YEAR FLOOD PLAIN ELEVATION.
I NEW PARKING LOT � � 'z- � � w
1 31aTiOM sot, ya /4 �� I _ 25,15350.FT. v 3 ! . A REGISTERED SURVEYOR OR A PROFESSIONAL ENGINEER SHA L BE 0 E-
+ 4. CL RESPONSIBLE FOR ALL LAYOUT AND GRADING STAKES. T co
r.
roux PHASE II N'EW a. I'io.o' 2e,o' -
• �• Ul C
.a ''
/� U - L OFFRr E ADDITION
X v_k4 -3 - r
to MIN
I, 5000 S ARE FEEL =� =�� q - - , ,::A _ 7-' p I )•C` -`
0 3 i / I j 0--� 'GA Q 10, '. N `) N W Li W I rn c M
INISH FLOOR EL A`(ON - 23.50 - -- 2.'1 �� ' J - W :c «N
o • 24 _��- t� tea: �s /aP=(3o) m WH V1 n n n
�ti
- of °L a �
I 5'Iz s V V im$
ri l<IS 7i1 IG L1N DEdR- I 1 _
GRo11F19 l@ rKicAl.
3 -L PY i z° s.P I H-ASE-1 NEW__QFFICF_L' U*1LPjNG H
n g-1;ERYic To.BE
' 31 IZ. _ A6ANcoNo I
B' OCCUPANCY'' TYPE
-AR
II-D. CONSTRUCTION NON -RATED n
PHASE III -NEW (B) OFFICEBUILDING 5,000 SQUARE FEET 0 R
me
ADDTON-1HASE NEW Q PHME-I-NEW-OFFIC� FINISH FLOOR ELEVATION = 23.50' a
MIXED OCCUPANCY - NONSEPERATED 31 ( 5,000 SQUARE FEET O ) q �,i , C9
RooF s L.oPE 2z \ O r is'f 444 H _ _
M / B OCCUPANCY, TYPE Il-B CONSTRUCTION, NON -RATED o 5 1�- 2 2 I ` \ ( FINISH FLOOR ELEVATION = 23,50' I l9 � -- - -•'- E+ Va
__ __ _.__.._.. ?HIS 15 TO CETIFY THAT THE CITY OF LA FORTE, XA5 HAS APPROVED THl5 Sit PLAN W
11 O I - - 1 n 1 AND DEVELOPMENT OF DIGITAL SATELLITE 5YE , 5 IN CO FORMANCE WITH THE LAWS
------
PHASE I EXISTING fMl RETAIL 5,091 SQUARE FEET o..l- o£'I--'- -.e * 21.0' 4� IOo.o�. ._. �i S 19,51 �' U.ol 1$,5 3.9 If W A
PHASE II - NEW (5) OFFICE ADDITION 5 000 SQUARE FEET I ' z NE1�t GQNoPY ? o I \G / jy , l I o I ;OF THE STATE OF TEXAS AND THEIN RTE.
ORD AN E5 OF HE C TY F PO
FINISH FLOOR ELEVATION = 23.50' L 1NE i 1 ; 20 BY: L
p D ECTOR PAi cfl _ :G11ttER Dos;- LA PORTE PL NING DEPARTMENT
�LiiI�L 90 �1
w
e.
!'- -- 2 Est• - - -- - -
YD-i d'v0 N eu} EL e� r r�T1G�L 43 U/ 5 sBRYE P.T ZIRAN�L 4Q /�1 �� 5D o 0 0 1 BY:
SEV 1 LE Ghr )CF�ok E d �- 1ti -- - - - - - - �8 - - - �� -�= I LA FORTE CI NGINEER
i ,- (g.r:�t'1 _. for, -1.a - - - 1 -n I' AT: p r o j e c t
S ><Zo A,a. 92 2 _ - 4s - - - - -N G C2��- - -� - Tt� - - - - - - PO BOX 1115
g'LI;EIII&Ir- Au A"P. So _ T, 41 y Ong - 1 604WFAIRMONtPKWY113,0170-2 3IBEG
_. .
_ LA FORTE TX 77575 1115
ESHRAGHOLLAN VATANI, AREGISTERED UNDER THE LAWS OF TEXAS TO PR ICTICE
ST ExISi OdD P N<.1: �1, E PROFESSION OF ENGIEFINGAM MR AND HEREBY CERTIFY THAT THIS MINOR 511E f :AN 15 I
EJLI OL_E.d.N D FRS TRUEAND,GORRECT AS TO PROPOSED 511E IMPROVEMENTS. id a W n
s2�0
EXIST a�NDE(�5 ---._
J<IS?1!iG _._REstDEN.cE _ �YU_rIt+4a ..IeE.S1p1-1.teE �ry I
�Ai ors = 1C EAS - iFASE Fo R S �,�(fZ MoN'T P,�R I� EsT _ �+FASE Foil:
V. 393 , (? 5 _, F1,c. M , R, V. '378 / , I l
\ (> q-4i ' 4. she o'
� �� et n
z -f I✓ Ip [_ zs� . r�l _ _, _ _ u T I_. i '(' _ . r�i- b L_ I`1 C) S A. T w
E5HRAGHOLLAH VATANI, P.E. A
II . DLO L. OO o :. s - JW - aB 2V a° nr °a -- TEXAS REGISTERATION NO. 69194
ATE SP
:'� � ,, : '` VATANI CONSULTING ENGINEERS, . PLLC
of '.
07- 8-243
1
-.-------
ill' EXPAN51ON JOINT MATERIAL WITH
l_1___--_.__---
SEALANT AT TOP .
VARIES (V-OA MIN). . I l
-
#3 BARS 0 18' O.C.E.W.
c;
N
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IN CENTER OF CONCRETE
6. US' R. Z4
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WOOD FLOAT FIN15H tttttt !:�t
1.50 =
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COMPACTED SUD-GRAPE
.. I � ,
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, .. I 111111=1011117
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------7'-
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SEALANT AT TOP
5/8' Dih DOWELS - IS' LOW
VARIES (6-O' MIR)
0 18' D.C. WRAP ONE END.
. .
DOWELS AT DOORS ONLY
#3 BARS to IWO.C.E.W.
Go
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IN CENTER OF CONCRETE
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-
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- 6
518* VIA. DOWELS - IS' LONG
TE IN CENTER OFCONCRE.
E 'T
0 16' O.C. WRAP ONE END.
WOOD FLOAT FMINISH
DOWELS AT DOORS ONLY,
AT ACCESSIBLE FIRE EXIT
SEALANT
,
RAISE GRADE FLUSH WITH -
ITH
I
50
'TOP OF STOOP I
SLOPE
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Or EXPANSION JOINTMATERIAL - FOUND.
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IN CENTER OF CONCRETE
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112* EXPANSION JOINT MATERIAL I FOUND.
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61
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AND SET INTO EPDXY GROUT 1
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4.3.2 LOCATION.
(1) AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE
� SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE
I ' PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS
OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE
ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE
WITH THE ROUTE FOR THE GENERAL PUBLIC UNLESS THAT ROUTE WOULD
VIOLATE 4.3.2(5). -_
I
1
(2) AT LEAST ONE ACCES51 , 5LE ROUTE SHALL CONNECT ACCES51BLE
BUILDINGS, FACILITIES, ELEMENTS, AND 5PACE5 THAT ARE ON THE SAME
SITE,
(3) At LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE.
BUILDINGS OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND
ELEMENTS WITHIN THE BUILDING OR FACILITY.
(5) ACCE55IDLE ROUTES SHALL BE LOCATED 50 THAT USERS ARE NOT
I
REQUIRED TO WHEEL OR WALK BEHIND PARKED VEHICLES (EXCEPT THE ONE
THEY OPERATE OR IN WHICH THEY ARE A PASSENGER) OR IN TRAFFIC
LANES.
4.3.3 WIDTH. THE MINIMUM CLEAR WIDTH . OF AN ACCESSIBLE ROUTE SHALL BE 36
INCHES EXCEPT AT DOORS.
4.3.4 PASSING SPACE IF AN ACCESSIBLE ROUTE HAS LESS THAN 60 INCHES
CLEAR WIDTH, THEN PASSING SPACES AT LEAST 60 INCHES BY 60 INCHES
SHALL BE LOCATED AT 9EASONA13LE INTERVALS NOT TO EXCEED 200 FEET.
A T-VERSECTION OF TWO CORRIDORS OR WALKS 15 AN ACCEPTABLE
PA
55ING PLACE .
4.3.6 SURFACE TEXTURE THE SURFACE OF AN ACCESSIBLE ROUTE SHALL
COMPLY WITH 4.5.
4.3.7 SLOPE. AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5V
OR 1:20 15 A RAMP AND SHALL COMPLY WITH REQUIREMENTS FOR A RAMP
SECTION 4.8. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE
ROUTE EXCEED 2% OR 1:50.
4.3.6 CHANGES IN LEVELS. CHANGES IN LEVELS ALONG AN ACCESSIBLE ROUTE
SHALL COMPLY WITH SECTION 4.5.2. IF AN ACCE5515LE ROUTE HAS
CHANGES IN LEVEL GREATER THAN 1/2 INCH, THAN A CURB RAMP. RAMP, OR
ELEVATOR, OR PLATFORM LIFT SHALL BE PROVIDED. AN ACCESSIBLE ROUTE
DOES NOT INCLUDE STAIRS, STEPS, OR ESCALATORS.
I
'- __ -----,--------,---------,-----,-- - ----
, SECTION 4.4 PROTRUDING ODMTS.
4.4.1 GENERAL. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE,
TELEPHONES) WITH THEIR LEADING EDGES BETWEEN27 INCHES AND 80
INCHES ABOVE THE FIN15HEP FLOOR SHALL PROTRUDE "NO MORE THAN 4
1
INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES (SEE
FIGURE a(a)). OBJECTS mOuNito WITH THEIR LEADING EDGES AT OR BELOW
27 INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT (SEE
FIGURE 8(a) AND 8 (I;)). :FREE STANDING OBJECTS MOUNT50 ON POSTS OR
.___._______ _1 _ - I I - .. .... ------ 7 - --- - -----
__.__1_____P7c0.1q9_pRT_6"p 'BAW-12-1
INCHES ABOVE THE GROUND OR
. -
PROTRUDING OBJECTS SHALL
ACCESSIBLE ROUTE OR MANEUV
4.4.2 HEAD ROOM. WALKS, HALLS.
,,t
I
I
IES--MAXIMUM FROM -27ANCHS516-W �
I
ISHtP FLOOR (SEE FIGURE 8(c) AND b(d)). i
DT REDUCE THE CLEAR WIDTH OF AN
�NG SPACE (SEE FIGURE 6(0)). I
kRIVORS, PASSAGEWAYS. AISLES. OR I
k, u 1,11illil"ill CLEAR UCAn
I
I
I : ll.-I.l --I
I
AS SECTION 4.30 SIGNAGE. !
c
4.30.1 GENERAL. SIGNAGE REQUIRED TO BE ACCESSIBLE BY 4.1 SHALL COMPLY i
WITH THE APPLICABLE PROVISIONS OF 4.30. ;
i
4.30.2-CHAFACTER PROPORTION. LETTERS AND NUM13ERS ON SIGNS SHALL HAVE- !
A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1.1 AND STROKE -WIDTH -TO I I -
HEIGHT RA110 BETWEEN 1:5 AND 1:10 USING'AN UPPER-CASE *X" FOR (2) PIECES OR REINFORCED I
. MEASUREMENT. LOWER CASE LETTERS ARE PERMITTED. RUBBER HOSE AND #14 GA.
! WIRE ll
.
4.30.3 OVERHEAD SIGNS. CHARACTERS AND NUMBERS ON OVERHEAD SIGNS
SHALL BE SIZED ACCORDING TO THE VIEWING 015TANCE FROM WHICH THEY 2' x 20 x 8' WOOD S,
ARE TO BE READ. THE MINIMUM HEIGHT 15 MEASURED USING AN UPPER STAKES STAIN . BROWN
CASE *X'. LOWER CASE CHARACTERS ARE PERMITTED. 2- FINE BARK (MULN, 12,
IF NO GROUND COVER
C I TABLE 5 ,,, ,, I
r000000000�HEIGHT 79 FINISHED FLOOP, I MINIMUM CHARACTER HEIGHT I TEMPORARY SAUCER
SUSPENDED OR PROJECTS V
COMPLIANCE WITH 4:4.2I 3 INCH MINIMUM ' I NOTE:THIS PLANTING DETAIL FOR 1 12, I
4.30.4 RAISED AND BRAILLEP CHARACTERS AND PICTORIAL 5YMDOL SIGNS. DECIDUOUS TREES /
LETTERS AND NUMERALS SHALL BE RAISED 1/32 INCH, UPPER CASE. SANS 'I In TREE PLAT
SERIF OF SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2
BRAILLE RAISED CHARACTERS SHALL BE AT LEAST 5/8 INCH HIGH, BUT NO 5 C A L E : N 0
1 i
HIGHER THAN 2 INCHES. PICTOGRAMS SHALL 13E ACCOMPANIED BY THE :
EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE i
I i
PICTOGRAM. THE 5008R DIMENSION OF THE PICTOGRAM SHALL BE 6 :
INCHES MINIMUM IN HEIGHT.
4.30.5 FINISH AND CONTRAST. THE CHARACTERS AND 13ACKGROUND OF SIGNS
SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS SIG
AND SYMBOLS SHALL CONTRAST WITH. THEIR BACKGROUND - EITHER LIGHT
CHARACTERS ON PARK 13ACKGROUNP OR PARK CHARACTERS ON A LIGHT , 56
I
BACKGROUND. I 1
4,30.6 MOUNTING LOCATION AND HEIGHT. WHERE PERMANENT IDENTIFICATION 15 -
PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE
WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE 15 NO
I ,
WALL SPACE TO THE LATCH 51DE OF THE POOR, INC
LUPING AT DOUBLE LEAF.
DOORS, SIGNS SHALL BE PLACED O ENT WALL. I .
MOUNTING HEIGHT SHALL BE 60 INCHES A13OVE THE FINISH FLOOR TO THE •.,. .'r ; . .. .
CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL
BE 50 THAT A PERSON MAY APPROACH WITHIN 3 IN OF SIGNAGE I
WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE I \ SHFUD FU SWING OF A POOR. __i_________ .01 11
-.1--1--l.-I-1-Ill ... 11 --- I—— __ =.--:-- =_
----__._____ _.__._.___.__._ _______ _ /_ A E� .
SC GALE E : NO
_ _ 7 _C� _ L_ ___. N . ,
4.30.7 SYMBOLS OF ACCESSIBILITY. - J, _______._,.___.__, -
I
I
(1) FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCE551BLE
BY 4.1 SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.
(2) VOLUME CONTROL TELEPHONES.
(3)TEXT TELEPHONES.
(4) ASSISTrVE L15TENING SYSTEMS.
4.30.6 ILLUMINATION LEVELS. (RESERVED).
u I num CIRCULATION Ulm r A"v vnnuu HAVE Vv I Itt, tt,l;,
ROOM (SEE FIGURE 8(a))., IF VERTICAL CLEARANCE OF AN AREA ADJOINING '---
5-_r0RM_WTEZ_rVn'UTr0M
I
N.' � ��
AN ACCE56113LE ROUTE 15 REDUCED TO LESS THAN 80 INCHES (NOMINAL
I I
TE 5.) CONSTRUCTIO
EXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (T.r.P.
IMI'AIREP PERSONS
DIMENSION). A BARRIER TO WARN BLIND VISUALLY IMPAIRED
GENERAL PERMIT,, PERMIT NO. TXR150000 WAS APPROVED, SIGNED AND 5ECAM
SHALL BE PROVIDED (SEE FIGURE b(C-1)).
. 1
EFFECTIVE ON MARCH 05.2003.
AS SECIIWV6--GIWUNW�.-O��
'I., _____ ___ _ �-1. - I
.
THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (T-F.P.Els.) PFOGRAI
4.5.1
GENERAL. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES
PLEMENTS THE FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEI
AND ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS,
N.F.P.E.5.) PROGRAM IN THE STATE OF TEXAS. THE EPA REGION 6 (LOCATED I
,IN
RAMPS, STAIRS, AND CURB RAMPS, SHALL 13E STABLE, FIRM, SLIP-
DALLAS) HAS ADMINISTERED THE PHASE I STORM WATER GENERAL
PERMIT FO
RESISTANT, AND SHALL COMPLY WITH SECTION 4.5. SOFT OR LOOSE
I
CONSTRUCTION ACTIVITIES DISTURBING 5 OR MORE ACRES WITHIN THE STATE
OF TEXA
MATERIAL SUCH AS SAND, GRAVEL DARK, MULCH OR WOOD CHIPS ARE NOT
UNTIL THE T.F.P.E.5. PERMIT HAS BEEN ISSUED., ON MARCH 05, 2003 THE TEXA
SUITABLE. COBBLESTONE AND, OTHER IRREGULAR SURFACES HAVING A
COMMISSION ON ENVIROMENTAL QUALITY (Ttma-) BECAME THE PERMITTING AUTHORIT
TEXTURE THAT CONSTITUTES AN, 055TACLE OR HAZARD, SUCH AS
FOR THESE DISCHARGES. TH15 GENERAL PERMIT ALSO COVERS STORM WATE
I
IMPROPERLY LAID FLAGSTONE, SHALL NOT BE A PART OF ACCESSIBLE
D15CHARGES FROM PHASE If CONSTRUCTION ACTIVITIES THAT D15TURB AT LEAST
.
ROUTES, SPACES AND ELEMENTS.
ACRE AND LESS THAN 5 ACRES. FURTHER INFORMATION MAY BE OBTAINED FROM TH
4.5.2
CHANGES IN LEVELS. CHANGES IN LEVEL UP TO 114 INCH MAY BE VERTICAL
EXECUTIVE DIRECTOR'S RESPONSE TO COMMENTS AND THE TXR150000 FACT SHEET.
AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 114 INCH AND
IF YOU HAVE QUESTIONS ABOUT ANY OF THE INFORMATION, CONTACT THE STOR
1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES
WATER PROGRAM AT (512) 239-4671 OR LOOK FOR 'STORM WATER' ON WEB SITE:
IN LEVEL GREATER THAN 112 INCH SHALL BE ACCOMPLISHED BY MEANS OF A
wwwxccq.stataxx.us
RAMP WITH A SLOPE NO GREATER THAN 1:12 AND COMPLIES WITH SECTION
I
.
1 TO LESS THAN
5 ACRES PISTURM
4.7 OR 4.8.
4.5.4
GRATINGS. IF GRATINGS ARE LOCATED IN WALKING SURFACES OF
FOR CONSTRUCTION PROJECTS THAT P15TURO 1 OR MORE ACRES, BUT LE55 THAN
I
ACCES51BLE ROUTES, THEN THEY SHALL HAVE SPACES NO GREATER THAN
ACRES, INCLUPING THE LARGER COMMOM PLAN OF DEVELOPMENT.
1/2 INCH WIPE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS,
1. OBTAIN A COPY OF THE T.C.EQ. CONSTRUCTION GENERAL PERMIT (C.G.F
THEN THEY SHALL BE PLACED 50 THAT THE LONG DIMENSION 15
(T.P.D.E.S. PERMIT NO. TXR150000.
PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
2. DEVELOPS AND IMPLEMENT A STORM WATER POLLUTION PREVENTION FLA
-As SECTION
4.6 FAMING AND PA55ERGER LOADING ZONES.--_ _____
(5W.P. 3)
4.6.3
PARKING SPACES. ACCESSIBLE PARKING SPACES SHALL BEAT LEAST 96
-
____._'-FOR S5IST___IN_T_MENT A 0 INHEPEVEC IPE "
- FOR A SUB.GONMGTDR *To A
INCHES WIPE. PARKING ACCE55 A16LES SHALL BE PART OF AN
IMPLEMENTATION OF A STORM WATER POLLUTION FREVENTION PLAN CONTAC
ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL
CONSTRUCTION EC05ERVICES. LLC
COMPLY WITH 4.3. TWO ACCESSIBLE PARKING SPACES MAY SHARE A
6719 THEALL ROAD, SUITE C
COMMON ACCESS AISLE (SEE FIGURE 6(b)). PARKING VEHICLE OVERHANGS
HOUSTON, TEXAS 77066
SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. PARKING
(281) 537-1145
SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
www.ConstructIohEcoServIccs.com
EXCEEDING 2% OR 1:50 IN ALL DIRECTIONS.
3. BEFORE CONSTRUCTION BEGINS, COMPLETE AND F05T A SITE NOTIC
4.4
SIGNAGEEACH ACCESSIBLE PARKING SPACE SHALL BE DESIGNATED AS
(TEMPLATE AT THE END OF T.F.D.E.S. PERMIT NO. TXRI500001
RESERVED BY A VERTICALLY MOUNTED OR SUSPENDED SIGN SHOWING THE
FOR CONSTRUCTION PROJECTS THAT WILL DISTURB I OR MORE ACRES. BUT LESS THE
SYMBOL OF ACCESSIBILITY (SEE 4.30.7). SPACES COMPLYING WITH
4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN 'VAN-ACCES515LE- MOUNTED
5 ACRES, AND ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THI
BELOW THE SYMBOL OF ACCESSIBILITY.
WILL 015TURB 5 OR MORE ACRES,. REFER TO 5.OR MORE ACRES DISTURBED. -
(1) CHARACTERS AND SYMBOLS ON SUCH SIGNS SHALL DE LOCATED 60
-
SMALLER SITES -
INCHES MINIMUM ABOVE THE GROUND, FLOOR, OR PAVING
SURFACE 50 THEY
FOR CONSTRUCTION PROJECTS THAT DISTURB LESS THAN ONE ACRE AND ARE NC
CANNOT BE OBSCURED BY A VEHICLE PARK80 IN THESPACE.
& -1
I
PART OF A LARGER COMMON PLAN OF DEVELOPMENT, COVERAGE UNDER THIS PERM
I ...... _________.. -
I
__
- - "iO ____6_�_ WITH 5 OTR a - -
� 3 LOCATED ]THIN AN ACCE55IDLE UTE 5i4ALL COMPLY I N REQUIRED.
- 6" 15iGNS LOCATEb" '
2. IF THE CONSTRUCTION AMITY DEVELOPS INTO A LARGER FROJECTl THEN PERM
CHARACTERS AND SYMBOL ON OVERHEAD SIGNS SHALL COMPLY WITH COVERAGE MAY DE REQUIRED AT THAT TIME BASED ON THE TOTAL NUMBER OF ACRE
I I -,LE6I—5 —THAN5 AC-RES.
-�_I THAT WILL DE P15TUEBED: 5 OR.MOFE-ACRE OR 1 _ ___
b
T49-0
PET
I
SPRAY WITH ANTI-PES51CAW
I
PRUNE 115 LEAF AREA, BUT
RETAIN NATURAL FORM OF SHRUB
REMOVE BURLAP FROM TOP OF
BALL
GROUND LINE SAME AS NURSERY
Do MULCH (I- AROUND STEM) ,
:
CONSTRUCT 5" SAUCER RIK i1
FLOOD WITH WATER TWICE .
WITHIN'24 HOURS OF FLANTINr,
ARRANGE Foars OF BAREROOTED
FLAWS IN NATURAL POSITION ;
DO NOT MAT OR TWIST ROOTS 1
1 !
PLANTING MIX 7 1
C06a BOTTOM - I
l
EXPANSION JOINT MATERIAL WITH
U.AW AT TOP
[CAL TKCKENEP EDGE -ttt.......ttttt
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f/8' R.
lI �,
dx III �i F---------L /
1 15
.10- = [47v
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v1rACrED SUB -GRADE -
MINIMUM COMP. SAND FILL-
BLDG.
A7z, rEi FOUND.
WOOD FLOAT
FINISH
:TAIL3
.
.
_+*�_v__________,
I I
(( 1010"FXO,�C I MAXIMU 20'-O.O.C.
MAXIMUM
To ON JOINT TO FXFAN515N JOINT 0 0
0
SAW CUT JOINT 114' WOOD FLOAT FINISH 2!2
* NF. SEE I I SP-1 , �
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COMPACTED 5013-GRADE
=7
21 MINIMUM COMP. SAND III.I., -
r`\CONSTRUCTION JOINT (C.J.
,j
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INS
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'A
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EXPANSION JOINT
STOP FAY9MENT REINFORCEMENT
TO FXFAN51ON JOINT
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2' MINIMUM COMP. SAND FILL
-
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�7 P CONSTRUCTION
.7�-TiV.,"'
5/6' VIA. DOWLFS -18'
24' D.C.
, DEFORMED METAL KEY
JOINT (K.C.J.)
LONG .
STRIP
I
V
1 .-
.
: - I
I
i (( 40'-O' O.C. MAXIMUM L 40-0- O.C. MAXIMUM R
SEALANT I/v R. -WOOD FLOAT FINISH
Q RMNF. SEE I I
I 1/2' EXPANSION JOINT MATERIAL F�7) r sr-1
.
k 7 1 1 1 1i I F lI .
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, Z�� It. az , f
. N Ef
.-
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, -
1I1C111D11w1fwF COMPACTED SOD -GRADE L-518,DIA. DOWELS - 18* LONG
21 MINIMUM COMP. SAND �7�) 0 24' 0. C. WRAP ONE END I .
�
GE,X,1F.. JOINT DOWELED (E.J.P.) - 61
(O _SCALE
F. ., - T -.1i"'... i-liv, ,
_. _
� . � 1-1 � -I � � . I .. j3C_kL,E : I ------ �
- , I I
- � .1 � �
1.111 So
ttjl� R. - �_
FLOAT FINISH #44 BAR 01 W.
SEE I I Ertl lm� 1i _ I
- - -4t,t- 04 OAKS VERTICAL
:_,� __- 1% 4_0 24' O.0
i
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I
I
I I "'""", � 1-:i I 11 11 I 1 4 1 I . .
, ''"i" 11�. ---7-- - - - __ -
�-��--�-� - CONSTRUCTION . -"_� .' _ r
SITE CONSTRUCTION NOTES: (01-39) 1 011tV jbft 40-4�) 1 L ,
I I
0 EXISTING CONCRETE DRIVEWAY ON CURB AND GUTTER TYPE STREET PER NOTE:.NO OAS WILL BE USED IN THIS PROJECT. . I 1 re v Ps) If n s I
HAIZF15 COUNTY ENGINEERING DEPARTMENT DRIVEWAY STANDARDS. I -J&e -- I,T..-.,
ExtsTING,IV WATER'METER, CUT-OFF VALVE AND METER BOX IN WA7E0 LINE
- _5-15_r.7t:12v0_._-. _-
EXISTING *-Do WIDE x 4%"THICK x 14a-V LONG CONCRETE SIDEWALK IN HARRIS I _1
(D EASEMENT SHALL 13E REPLACED WITH NEW Mob WATER TAP AND METER. ... I _ �.,�---...""-,-.-��-----.--"-.--, __ -
I I L
I
COUNTY R.O.W. @1� THE PLUMBING CONTRACTOR `SHALL -REPLACE THE EXISTING I"i FVc) I I
I i
D3 lCONSTRUCT NEW "' WIDE x 4V2* THICKx 120'-O* LONG, 5 SACK (3000 P 1 51). � SCHEDULE 4O.WATFk SERVICE LINE FROM NEW WAtTER METER TO THE I I I :
,
CONCRETE SIDEWALK IN ,HARRIS COUNTY R.o.W PER HARRIS COUNTY � NORTHEAST CORNER OF THE ,EXISTING DUILPINO WITH NEW "2wo POLY, �NYL I ,, I I I I
ENGINEERING DEPARTMENT SIDEWALK STANDARDS. THE SIDEWALK SHALL NOT I : , �
, CHLORIDE) (PVC) SCHEDULE 46 WATER SERVICE LINE EIXTENIDEP TO IN ,,"i-, ",],,,--,,:�,,�,7�,,�,,�,,,I�,,�2, .�_ �_
To TH W EXCEED 5i OR 1:20 SLOPE IN THE DIRECTION OF TRAVEL NOR 2% OR 156 IN 60ILPING WITH CUT-OFF VALVES' ATI714t NEW BUILDING. 66NNFCT EXISTi r4 � I 'Ili'_ ",
I . iww*,.il*mw tE
CROSS SLOPE, I PVC SCHEDULE 40 WATER LINE FROM EXISTING BUILDING TO NEW �'JO bLY' f2if:4) 0 C, , =:pt
I 1 m I- f, 78 w
I I i r I I Z, I I A
NORTH CORNER OF EXI� PING
� 10 w w";
(FYC) SCHEDULE 10 WATER LINE AT N &?�t"j I � 0,01C,,49 m
- G) EXISTING REIN I .0%
L I I , I ;s In
FORCED CONCRETE PAVEMENT AT DRIVEWAY AISLES AND , i- 1 P 9 e
I BUILDING. i I � 1�6,.:- DI2 9 ts
PARKING PAP5. I � I A i it- 0 .0
I 11 C mrz a 9 _.
. I
EXISTING CONCRETE CURD (So H. BY 6% W. ON TOP OF EXISTING CONCRETE 942 EXISTING 4-0 SANITARY SEWER FROM.:, BUILDING 5HAL � BE., I 9, w.g I ,frou 16 :
(D PAVEMENT TO REMAIN. DISCONNECTED FROM E9151ING LA KAL LINE At ELBOW.� hkb,1 I �Lt I , �0 I pi = -1
' ' LINE WITH NEW �00 POLY (VINYL CHLORIDE) �FVG) SCHEDULE 40 FIFE 601,111 4 TO `926gfp-2FE.2- r
EXISTING CONCRETE CURB (Om H. BY 66 W.) ON TOP OF EXISTING CONCRETE. r. ,-g ;g8i
0 PAVEMENT TO 13E REMOVED, APPROXIMATELY ma L.F. HAUL OFF ALL DEBRIS. � EXISTING 8705ANITARY SEWER LINE IN UTILITY EASEMENT WITH A NEVEI I O'.0 , �j poomc? I.., - : I - I 11 I
SANITARY SEWER TAP. FRdv,ID,E A NEW 6", 6'(P VC) SCHEDULE 40 CLE� IOU T! c jo a0l
I I I i I '
EX15TING &-& W. CONCRETE SIDEWALK ADJACENTI TO EX15TING BUILDING Om � WITH SCR I EW-ON I CAP AT EDGE OF NEW OUILDINO.SLAD. THE EX[5111N� � 4-6 -a U P vil § H 2 I �
I
0 I I I i r ego jil
ABOVE FIN15H PAVEMENT WITH 2% OR 1:50 SLOPE AWAY FROM BUILDING:. i LATERAL SANITARY SEWER LINE SHALL BE 'REMOVED FROM UNDER' NEW I � U) .Rtp i c
I I I 0 1 ,p .-
I I : . - L, - I I BUILDING SLAB AND CAPPED AT txi6ii A , L
THE SOUTH 31'OF EXISTING &O'W. CONCRETE SIDEWALK. SITECON5TRUCTION EXISTING CitEANOUT. I E�!j I ,Bra Fe �
5 I I 12 M ,tv , E �
I 9 I 12 ,
I . NOTE NO. 7, SHALL BE REMOVED To ACCOMIDAtE INSTILLATION OF NEW BUILDING 04& EXISTING UNDERGROUND ELECTRICAL SERVICE FROM POWER POLE IN Uj LITY 0 � 'wa P8 -
NOTE Is
I �; p Eq@ a .21?
FORMATION. HAUL OFF ALL DEBRIS. FOR NEW -SIDEWALK SEE SITE : EASEMENT AT SOUTH SIDE OF SITE SHALL, BE REPLACED WITH A NEW = I w 0 . a
; ON I I I SIZ, 2,
. CONSTRUCTION NOTE NO. 21. . I UNDERGROUND ELECTRICAL SERVICE TO THE SOUTHWEST CORNER OF THI! NEW 2 0- m, ji loc `§ -F�c,
I I C I
I I BUILDING. I I I w Q, :5 Z w
-Ov I I . ____ - 6 9 I a
9 EXISTING 6' HIGH CONCRETE PARALLEL SIDEWALK CURB RAMP GOo W. �____ m ,stl§ 1
BY 6 � I I __.___ -..,-, �g 0 1
LG. WITH A MAXIMUM SLOPE OF 1:12 AND A TEXTURED NON-SUF FINISH HAND A909cm_tvN5Tp1ucn_6N 9) � � 8 i 0
.v . ,� W " : , ott c
NUTF-5: (50,-5 -, . '11,
� 5 gas jg P:7 =.�,B -g I
. 9 9 015 = Is 46�2
TOOLED GROOVES AT 2w D.C. 900 TO DIRECTION OF TRAVEL. EXISTING V-0s BY � I F�=�% c C'jgs 11
-O'LEVEL LANDING AT TOP AND BOTTOM OF RAMPS. 0 AFTER , FINAL GRADING ALL . AREAS OF DISTURBED SOIL, EXCL�. hNb � � mh HOC, C 'w m I & D � i3 a , M4,
1 LANDSCAFEDMEAs, SHALL HAVE 100% SOD GPOUNPtOVEK. I I IL w I
: I I "-, t wc&ik E'
EXISTING ACCESS AISLE. &-do WIDE. WITH ACCESSIBLE PARKING SPACES. 1 1,111,,Ifiol. ,_ i
_ l" filowi ,
G) ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO So BELOW TOP 6 ALL
EXISTING CONCRETE PAVEMENT 16 LEVEL, REASONABLY SMOOTH. AND THE 1 21) WALKS AND CURBS. FINISH GRADING AND LANDSCAPING ARE BY LANPS, APE -
SLOPE DOES NOT EXCEED 2% OR 1:50 IN ALL DIRECTIONS. EXISTING FAINTED 4 1
1
INCH WIDE SOLID PARKING STRIPES AND ACCE55 AISLE WITH 450 HASH CONTRACTOR. I . 2 , _W_�M_0000000000000,
STRIPES AT2'-O*O.C. ,(2 IiX15TINGA15LES TOTAL) D52 PROVIDE MINIMUM FOUR (4) FOOT WIPE 'PLANTINGLSTRIF" ALONG THE B �WkE
L
EACH EXISTING ACCE6516LE PARKING SPACE 15 DESIGNATED AS RESERVED I LENGTH OF THE PROPERTY ADJACENT TO RESIDENTIAL DEVELOP . I 00 0 cc
0 , EXISTING EVERGREEN SCREENING PLANTS (OLEANDERS) AT REAR OF SITI ARE m I
IT
I,
13Y A 12'x 1b* METAL SIGN MOUNTED VERTICALLY ON POLE AT THE CENTER -LINE t TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. IT I..,. , - I
OF EACH ACCESSADLE PARKING SPACE STATING NACCESSI13LF PARKING' .. ,i I v- I
'
11 I ACInUt THE'SYMBOL n= Al"r=CCiAilt� Akm SPACE'HAS A SIGN STATING 53 N PECIPUOUSLIFARKIN6 LOTME!A'- LIVE OAK WITH �' MINIMUM CAL! k - 9 to- I
I
I . "VAN-ACCESSIOLE' DELOW THE SYMBOL OF ACCESSIBILITY. (3 SPACES TOTAL) I I SEE PLANT SCHEDU SEE DETAIL I/SFI-2 (2 TOTAL) amili p I
0 EXISTING FAINTED INTERNATIONAL SYMBOL OF ACCESS, YELLOW 'TRAFFIC - NEW SHRUBS 1134 - REP TI I P PHOTONIA MINIMUM 1.5 GALLON CONTA01 ER`'-
-'- �m floss
__' ,
I SE
E
,
� 11
PAINT' ON BLUE *TRAFFIC PAINT BACKGROUND. (3 EXISTING 5 FACES TOTAL) � SEE PLANT 5GHEPU 55E DETAIL 2/SF-2 (20 TOTAL) I � jo 0
.. ; I I 1
15 PX151tiNG, PARKING SPACE SHALL BE DESIGNATED VAN ACCESSIBLE AND 5 NEW SHRUBS 'C' - OLEANDER - MINIMUM HEIGHT ABOVE GRADE W _� '00 - I 'I A
..
&_ 'kIfStWE'0`_6'? A J[�* x 16o METAL SIGN MOUNTED VERTICALLY ON A POLE i SEE PLANT 5CHIEPU SEE DETAIL (20 TOTAL - VERIFY) I
I, - I 11
(MATCH EXISTING) AT THE CENTERAINE OF THE ACCESSADLE PARKING SPACE I t LE 6'-O*. TALL. 20 MINIMUM GALIi tR -i I :� �
I 6 NEW SHRUBS OP4 - GRAPE MYRT - I --- I—.. I I I -
STATING 4ACCE55IBLE PARKING' BELOW THE 5YM130L OF ACCESSIBILITY AND I& ei w
_ � SEE PLANT 5CAEPU 5EEDETAIL21SP-2 (916TAL) ' 2
I SHALL HAVE A SIGN STATING 'VAN-ACCE551BLEO DELOW THE SYMBOL OF . - �__ - I ____ I . _______ i L___ I 2
I I
ACCESSIBILITY. (I NEW SPACE TOTAL) I _'MWIMA'GE_WFI��� roo - L39 ) - I 1� m
. - ---.-I11----.--.1.1---.--.--.,--lI ----- -,--.--ll.-,--..---.-.,.---.---.-.---,----.--,---,...--,-- _ I I C-0 0 .
I ANT NEW, INTERNATONAL SYMBOL OF-ACCE-55 TMW75RLX_15�fWd)._Aj��If ONE I FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 6F-3. � . wkioi.. a ",",
. I
-i- , " _tltt4
(1) COAT YELLOW -TRAFFIC FAINT' ON BLUE 'TRAFFIC FAINT' BACKGROUND. ENERALI . -
(I NEW SPACE TOTAL) 2t l'_AN_V56x1'E NOTES: 0 to
I I . I 1. ALL LANDSCAPING SHALL COMPLY WITH THE CITY OF LA FORTE Z NIIIG ce
I 15 EX157I I m I
NG CONCRETE STOOP AT BUILDING Extr DOOR FLUSH WITH FINISH FLOOR. REGULATIONS CODE OF ORDINANCES: CHAPTER 1015, ADOPTED SEPTEMBER 1997. 4
(2 TOTAL) x
I I CODIFIED FEBRUARY 200 (SUPPLEMENT NO. 15). : I ,w
1 16 EXISTING CONCRETE EQUIPMENT FAD ADJACENT TO EX15TING BUILDING. 2. ALL PLANT STOCK SHALL MEET THE STANDARD FOR NURSERY I Itcu fom ta
(2 TOTAL) . SPECIFICATIONS, AS ESTABLISHED BY THE AMER16AN ASsociAtrid � OF 1460ho !; I
EXISTING LOW PROFILE ROAD SIGN NURSERYMEN (1956 EDITION). .J, 0
E) ,j tL
,
l" 18 EXISTING CONCRETE PUMPSTEF PAP. WOOD FENCE, AND WOOD GATES TO BE 6. ALL PLANT MATERIAL TO BE BALLED & DURLAPEb AND TO CONFORM TOI.S.A. . 1%
13TANDARD FOR NURSERY STOCK U.S.A. Z 60.1 - 1969.
� I REMOVED. :HAUL OFF ALL DEBRIS. FOR NEW PUMF5TER FAD AND FENCE SEE UJ
. SITE CONSTRUCTION NOTE NO. 27 & 25. 4. LANDSCAPER SHALL FURNISH ALL MATERIAL AND LABOR;- INCLUDING rL INTS, I .
I
I MULCH
SPRINKLER SYSTEM IF SPECIFIED!, �TOP
I CONSTRUCT NEW So THICK REINFORCED CONCRETE F"EMENT AT ALL DRIVEWAY PLANTER FILL MATERIALS, MULC
� b9`AISLES AND PARKING PADS PER PAVING NOTE NO. 2., SEE DETAILS 3/5r-2, PRESSING, SOIL PREPARATION, DECORATIVE ITEMS, IN5FEd IONS. 4 -
4/5F-2;�S/Sr-2 AND,6/5?-2 I TRANSPORTATION, WARRANTY, ETC .... NECESSARY FOR COMPLP110N 01 ALL l I
LANDSCAPING REQUI I RED HEREIN EXCEPT AS MAY BE FURNISHED BY OTHEI 5 AS to
. 20 CONSTRUCT NEW REINFORCED CONCRETE CURB (6v H. BY Go W.) ON TOP OF DESIGNATED.
i PAVEMENT. SEE DETAIL 7/5r-2 5. LANDSCAPER SHALL PROVIDE ALL PERMITS AND LICENSES REQUIRE I BY 1 4w1j l
.
I NOTE: ALL PAVEMENT DIMENTION5 ARE To 6ACK-SIPE OFCONCRETE CURB. MUNICIPAL REGULATIONS. ALL WORK MUST MEET MUNICIPAL COPES. IF ( 1)PES I Awe .
201 CONSTRUCT NEW SIDEWALK RAISED 6w ABOVE PAVEMENT O-V D AND Mv EXCEED OR PIFMR FROM THE PLANS AND SPECIFICATIONS, CODE WILL', HOLD W41;
I BELOW FINISH FLOOR. SLOPE SIDEWALK AWAY FROM BUILDING AT 2% OR 1:50. PRECEDENCE IT SHALL BE TKE*ESrONSkLITY OF THE LANDSCAPER I b 13E �" I
, I "
CONCRETE SHALL BE 4- THICK, 5 SACK (3000 PSI). REINFORCED WITH #3 BARS FAMILIAR WITH SUCH COPES AND BID ACCORDINGLY.
III 18' O.C,F-W. AND WITH A WOOD FLOAT FINISH. PROVIDE AN EXPANSION JOINT
WITH SEALANT AT BUILDING AND Ix4 REDWOOD EXPANSION JOINTS AT EVERY 6. LANPScAPER TO GUARANTEE WORKMANSHIP, PLANTS AND MATERIALS, R�A 0
I GwAli I
1 20 L.F. HAND TOOLED JOINTS At EVERY-5 LF., AND A CONTINUOUS HAND PERIOD OF TWO (2) 'MONTHS.
WARRANTY SHALL ALSO APPLY TO ANY LO1 �),OR I ........ �. .1.
i I I I I DAMAGE CAUSED BY DEFECTIVE WORK AND/6R MATERIAL, VANDAL15M OR. HEFT
I . TOOLED JOINT 6u BACK FROM FACE OF SIDEWALK. SEE DETAIL 8/5F-2 PRIOR TO COMPLETION AND ACCEPTANCE. - �
0 CONSTRUCT NEW SIDEWALK O-Ow ,D AND I%' BELOW FINISH FLOOR. SLOPE i I
51DEWALK AWAY FROM BUILDING AT 2% OR 1:50. CONCRETE SHALL BE 4o THICK, 1. PLANTS SHALL 13E TYPICAL FOR THEIRVAIRIETY AND SPECIES. SOUND, HE) LTHY. In
5 BACK (3006 PSI), REINFORCED WITH #3 BARS 0 Ibv O.C.E.W. AND WITH A VIGOROUS, FREE FROM PLANT' PiStAse, INSECTS OR THEIR F G_G'S. THEY ALL
WOOD FLOAT FINISH. PROVIDE AN EXPANSION JOINT WITH SEALANT AT BUILDING HAVE HEALTHY, NORMAL ROOT SYSTEMS AND SHALL NOT, BE R06T BOUND. 61
I
I I
AND IX4 REDWOOD XPAN51ON JOINTS AT EVERY 20 L.F. HAND TOOLED JOINTS 6. ALL PLANT MATERIAL ,SHALL BE HANDLED IN A CAREFUL MANNER 6 KING
E I I
AT EVERY 5 L.F., AND A CONTINUOUS HAND TOOLED JOINT 6' BACK FROM FACE TRANSPORTATION AND INSTALLATION. >18 0
1 �M2 < i.j
5 OF SIDEWALK -SEE DETAIL 9/5F-2 9. PLANTS SHALL NOT BE PRUNED OR TOPPED BEFORE DELIVERY. r. <
CONSTRUCT NEW Vtl6' W. BY e-Ov P. LEVEL CONCRETE STOOP AT BUILDING I 'AFI, OVE LL P ANT MATERIALS. - ------ do a x
ENTRANCE DOOR FLUSH WITH FINISH FLOOR, AND EXTENDED AT LEAST 24* 10. THE OWNER RESERVES THE RIGHT TO P A L 1 lu-
ll BEYOND THE._LAT6H.tO,GE_oF THE DD6K.,-SLOPE. STOOP AWAY FROM BUILDING ... Ill- FPOVIOF AND INSTALL LANDSCAPE AREA DOIZPtk MATERIAL AT ALL LANDI EAFt 0 x a
AT 2% OR 160. CONCRETE SHALL BE 4'THICK, 6 BACK (5000 PSI). REIN I a
FORCED DOkPEIZEP BY CURBS, 51PEWALKS OF PAVING. I :uw it z
I AREAS NOT 11 � � L r w <
WITH #3 BARS d) 161 O.C.E.W. AND WITH A LIGHT BROOM FINISH PROVIDE A �Rto
DOWELED EXPANSION J0114T WITH SEALANT AT POOR USING 518*b RODS 181 12.1 EACH rLAWING AREA IS, TO RECEIVE A MINIMUM OF SIX INCHES,(6-) OF, P EL , ' 'L 0
l I SOIL CULTIVK-MP TO A TWELVE INCH (121 DEPTH. PREPARED SOIL SHALL. DI � MIX I 01 z rb
LONG AT w6c. (WRAP ENO). SEE I LOWS: 216 SANDY LOAM Topsm, FREE OF ROOTS, ROCK, WEEP ' Lu
I I L I AS -FOLLOWS, I lw . 161610
c clot
24 SLOPE SIDEWALK ADJACENT TO BUILDING 13Y MOR 1:20 MIN. TO,BE FLUSH WITH I OTHER DEBRIS, V541EAT Moss OR APPROVED Ok6ANIC,MULCR 561L Api 4315p � ". '* 0
DOOR STOOP, sift,cbNSTRUCj1ON,N0It NO. 22. AND FLUSH WITH CONCRETE t TO BE GRANULA?,FIEKtTILIZEIZ OF A 1:2�1 RATIO. SOILS OF H16H ALKAUN Y OR to z
� L , L
L SIDEWALK.. SITEGONSTRUCTION NOTE NO. 20 OR 21. PROVIDE AN EXPANSION i ACIDITY SHALL 13E TREATED APPROPRIATELY TO CORRECT FOR LOCAL cam DNS. I A 'd") uj I
JOINT WITH SEALANT AT BUILDING. SEE DETAIL DIOR 9/SF-2 -SIMILAR 11 I I 10,. 0 t:
I S__ .----- - ' ____________'_'______ 13.1 THE USE OF ON -SITE TOPSOIL IN THE PREPARED SOIL MIX 16 NOT ALLOWED. , ItotI . m
I L
CONSTRUCT NEW 6-6' W. BY 5ItO' D. LEVEL CONCRETE STOOP AT Sltlormt- 14. � ALL FITS FOR TREES SHALL BE EXCAVATED WITH BOTTOMS LIEVEL� THE VIA *kTEF I I
DOOR FLUSH WITH FINISH FLOOR, AND EXTENDED AT LEAST 24' BEYOND THE i I �j OF
I I 1
� OF 14OLES SHALL BE TWICE THE DIAMETER OF THE BALL, WITH EIGHT INCHES 6M � L �, , I
LATCH EDGE OF THE POOR. SLOPE STOOP AWAY FROM BUILDING AT 2% OR 1:50. 1 PREPARED SOIL BELOW THE BALL. COMFACTED 561L At THE SIDES AND B i ----.
CONCRETE SHALL BE 4' "THICK, 5 BACK, (3000 PSI), REINFORCED WITH #6 BARS OSED BY SCARIFYING. FITS SHALL BE BACK'.FILA (WITH �
0 154 O.C.E.W.,ANP WITH X LIGHT BROOM FINISH PROVIDE A DOWELED EXPANSION 1 PREPARED SOIL AND THOROUGHLY SETTLED BY TAMPING AND WAT, RING. ;
I
JOINT WITH SEALANT AT DOOR USING 518*0 ROOS 180 LONG AT 18* D.C. (WRAP i I
I ;SEE DETAIL I/SF-2
ONE END). (I TOTAL) SEE DETAIL )1/6P-2 1 1 . L - I - I I L I - - ------ --- ___�
I L , .
a ... 7, _5HW5__gHKL T]�"C?W�
TEVjft_r_ __I:eA T_�
I r -K 6 TWELVE INCHES (12') GREAt k-14
26 CONSTRUCT NEW 10-ON W. 5"-O* P. LEVEL CONCRETE EQUIPMENT FAD 4 INCH rb, T SIX INCHES (6.) 0 000 I
I DIAMETER THAN THEIR DALI!, WITH AT LEAST F PREP RE( 1561L 2 In
t BELOW FINISH FLOOR. SLOPE FAD AWAY FROM $UILPING AT 2% OR 1:50. to I
. I BELOW THE BALL. COMPACTED SOIL AT BOTTOM OF PIT WILL BE L005ENED Al D PIT t N
L to �!t .
CONCRETE SHALL 13E 4* THICK REINFORCED WITH #3 BARS 0 18' O.C.E.W. AND FILLED TO THE REQUIRED GRADE WITH PREPARED SOIL THOROUGHLY SETTU 16 BY I 01,0"o
WITH A LIGHT BROOM' FIN16H PROVIDE AN EXPANSION JOINT WITH SEALANT AT I TAMPING AND WATERING. SEE DETAIL 21SP-2 1 .t, t-
I BUILDING.-.-SEE-PET-AIL-12/SP-2 - , I I - - 1-1.1. _. I � I 1-11 ".. . I L 'L L- I 'L � - I I I t- CR
I 2
eCONSTRUCT- NEW 12'-Ol W. BY 9-0"D. LEVEL CONCRETE DUMF5TER FAD FLUSH : 6. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE SET 50 THAT THE CRO III OF 0 4 kis
WITH TOP OF CONCRETE CURB. SLOPE FAD TO PARKING LOTG AT 2% OR 1:50. THE PLANT 16 AT FINISHED SOIL LEVEL OR SLIGHTLY ABOVE, DEPENDING ON DCAL L , - -
CONCRETE SHALL BE 4w THICK REINFORCED WITH 03 BARS 0 18' O.C.E.W. AND r SOIL DRAINAGE CHARACTERISTICS. I .1 e �t 'm
I I 11
IL I
WITH A LIGHT BROOM FINISH. SEE DETAIL 12/5F-2 51MILAF 17. ALL BEDS TO BE TREATED WITH GRANULAR PREEMERGENT WEEP CONTRd ;rtk oic 09
11 . L . V) 0
' .
INSTALL A NEW. 6'-0' TALL SOLID WOOD FENCE AROUND PUMP51-EF FAD WITH A I MANUFACTURER'S SPECIFICATIONS- USE TREFLAN OR EQUAL. I � ,mm, g
0 DOU13LE SWING GATE FACING PARKING LOT. I a. IMMEDIATELY A" PLANTING 6ftkA116NS ARE COMPLETED, ALL TREt �AND to I 9 z
aFAINT NEW 4 INCH WIDE SOLID PARKING STRIPS. USE TWO (2) COATS YELLOW- SHRUB PITS SHALL 13E MULCHED WITH A THREE INCH (6m) LAYER OF FINE BAR) THE i I . I .
"TRAFFIC FAINT". SEE PARKING INFORMATION SCHEDULE SHEET SPA. . LIMIT OF THIS MULCH FOR TREES SHALL 13E A SIX F60T (G-Oft) DIAMETER AN !FOR I 11 Ill I I
SHRUBS IN BEDS, THE ENTIRE AREA OF THE SHRUB BED.
I p I
L
- L
30 INSTALL NEW -6!-HGH $YL&_O, LONG STANDARD PRECAST CONCRETE WHEEL 9. I ALL TREES SHALL DE STAKED IN ACCORDANCE TO ACCEPTED NUR iERY I
I
I .
STOP (260* + EA.). ANCHOR WITH (2)-5/6-0 RODS 10- LONG. DRILL AND SET I STANDARDS. SEE DETAILS 115F-2 I
RODS IN EPDXY GROUT. 5EEPFTAIL513/5P-2 (541QTAL) cl-:1 I 0 L
L 20. SOPPED AREAS SHALL BE PROPERLY PREPARED, FIN15H GRADED ANP, LAND
SLOPE FINISH GRADE AWAY FROM BUILDING FOUNDATION AT 5% OR 1:20 SLOPE .1
310 ROLLED PRIOR TO THE PLACEMENT OF 500. AREAS to BE SODDED SHALL R1 tEIVE
WITHIN 10 L.F. FOUR INCHES (41 OF TOPSOIL (ON-51TE TOPSOIL ACCEPTABLE).
I
1. LANDSCAPER
ALL REMOVE ALL TRASH AND DEWS FROM SITE DAILY, ,THE - 2'L'LLL'-,Llil;
) PREMISES SHALL BE KEPT NEAT AND ORDERLY At ALL TIMES WHILE WOO '15 IN
PROGRESSG RESS.
I SHALL, AT 5IXTYL (60) DAYS AFTER COMPLETION OF INSTALU �10N, LLL
i 22. LANDSCAPER 51 . I
i : I 6FECTION A40 PERFORM ANY WEEDING, PRUNING, FERTILIZINJ (AND
11 ---- - - I.. - _1 -11 1____._R�___'_ -1- -, L . -1 - 1 .. .... MAKE AN IN : I
, -,7 GENERAL CLEAN-UP NECESSARY TO INSURE NORMAL PLANT HEALTH 11 :: ALL �p r
'I
I -,��-.- mv,m I 0 j 6 c t
" -,, r K, !
I i ,e,i� OF . I � ,. R CAPER SHALL AT THAT TIME REPLACE ANY DE) � OR
all"o �,,,�,t j,
I lL AW, . I � I
I P I P. ', U_1
I
; 10, �T,4, I' ,l 1,,,i�o i WEAK PLANTS AND KE-SEED AS REQUIRED. L LI-Q-4-0--, I
11 , *. I -,
A I
11' � -, 1. 23. LANDSCAPER SHALL PROVIDE, TO THE OWNER, PLANT CARE rROCtPUkEj FOR I I I . 1 *1 , L III a t e
. I EACH PLANT TYFE'U5ED IN flit FINAL LANDSCAPE PLAN. THESE PkO6td iki6 I I
I
� gllr�� �,;�,;aoto .
I, In .
%4 r �N,,00, p I VAU.10 I --- z ,
: v I'll I ll " SHALL INCLUDE WRITTEN DIRECTIONS FOR WATERING, FERTILIZING, WtEDIN4 ]AND
I
O�A_ _U�;_-�,�Iot__'
W T n".00 PRUNING.
_. . "I
I l !
v 09 �, 0 L, i I
, I
- o,00 L i � I I
,
r . � ;
- , ;*% i i
i env - I I i .
I I ell Rl ... , I - d r a W n
"
%11 . I D - . i
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I
iI i I 11 L
i _ 111 t i I I 16heift ,
I
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L.---,.--. 1-1. .l", _i I
m CoNam"NG E1401NEERSo; �PLLC I
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L I I . I I 411
'sVn Consuftent§ 1 � De I i ,
, . � � ,
I i I - 11 11 I - ; �
.-
I i isNRA6H0L1M_VATAN1,,�.t. I �
5200 MlIC6116iiie StieW Sdfta F27' 1 . I � I _ _________ ._*5'_,:
I o i Housihi Items z ii6iiwl
. �Ai I
' L L
i ,�.Ili�.J�,I,��j,, LLi"
-I L_____'_______ I ------ (7b)l4OMbbS_ L ________._____4__ _____-_- -----------------I -___-.11�'.. ,l
; � - I -
I I
-?_ .11
I : I 1,�, f .
i i I
I
" "I I __ - __ - -1-11, _111- _ I I - L I � " , , " , , 11 _ 1� - ' 11 L 111--i- L - 1 1
- �_ ----- L- - -_ L
°
t I
I S(TE LEGEND: SITE CONSTRUCTION NOTES: (01- 39) � � s 1 A
EXISTING - _ -
EXISTING NEW 1 31 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 5P-2. TING DKA1N PIPE-50 -C F OF`12 a S.R. 35 (P.V.C.) PIPE, SLQpED " - - 8 -"-NEW DRAIN PIPE- 90 `L:F. OF"8'e'S:D:R: 35" P.V:C:' PIPE WITH CLASS 'AA''' C(tiErevisions
,LINE C
AT 0.12% BETWEEN EXISTING C.B.-2 AND EXISTING C.B:1. FL'12'0 NORTHEAST BEDDING, SLOPE At 0.49% BETWEEN NEW Y.O.2 AND NEW Y.D: 3. FL 8'0 9P = W cR MOOJ 1 (Q S�PT, 'LGCJ 1
- - 12°5 - - SANITARY SEWER LINE �� 4°5 �� Q
UTILITY CONSTRUCTION NOTES: (40 - 49) AT C.B.-2 = 20.17, FL 12 0 SOUTHWEST AT EXISTING GB: 1= 20.16. 75 CONSTRUCT NEW CATCH BASIN; C.B: 7, WITH CAST IRON FRAME AND GRATE NORTH AT NEW Y.D.-2 2 = 20.3E FL 8'0 SOUTH AT NEW Y.D.-3 3=15.87. I 0
N• P ST ear r xs
(24' x 24'). r/G = 22.27, FL 10"0 EAST = 20.77. SEE DETAIL 2/5P-3. NORTH = - 8°W - - WATER LINE 8"W 40 - 43 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET 5P-2. 67 EXISTING CATCH BASIN, GB: 1, WITH CAST IRON FRAME AND GRATE ; CONNECT NEW AND EXISTING BUILDING DOWNSPOUTS TO NEW 8'0 5.D.R. 35 I IDE 5 SKYyIE Nk
18'ST•� STORM SEWER LINE -4 c )2'ST (24' x 24"). T/G = 22,16, FL 12'0 SOUTHWEST = 20.16, FL 24'0 76 NEW DRAIN PIPE - 62 L.F. OF S.D.R. 36 //P.Y.C. WITH CLASS 'AAA' BEDDING (P.Y,C. PIPE WITH 6°0 SCHEDULE #40 P.Y.C. PIPE WITH CLA55 'AA' BEDDING. LMLEARM1 ) ) PLAIN E PLAINBROOK
0/E LANDSCAPE CONSTRUCTION NOTES: (50-59) NORTHEAST=19.54. UNDER CONCRETE PAVEMENT, SLOPE AT 0.12% BETWEEN NEW C.B.7 AND NEW HORIZONTAL RAINWATER PIPE FOR DOWNSPOUTS ARE SIZED FOR A MAXIMUM I B suxsEt
j- DIE - - OVERHEAD ELECTRICAL G.B: 6. FL 10'0 EAST AT CB7 = 20.48, FL 10'0 WEST AT C.B: 6 = 20= 39. RAINFALL OF 6' PER HOUR WITH PIPE SLOPE OF 1/8' (1.00% PER FOOT. a FIEL E FIE eR
68 EX15TING DRAIN PIPE - 75 L.F. OF 24'0 REINFORCED CONCRETE PIPE R.C.P.. ) e. L WU VAN ' •*
!- 0/i - - OVERHEAD TELEPHONE OIT 50 56 FOR REFERENCE NOTES SEE CONSTRUCTION NOTES SHEET SP-2. ( ) �-
SLOPED At 0.12% BETWEEN EXISTING C.B-1 AND EXISTING CURB INLET IN 77 CONSTRUCT NEW CATCH BASIN, C.B: 6, WITH CAST IRON FRAME AND GRATE 84 NEW YARD DRAIN, Y.D: 3, 8'0 SCHEDULE #40 P.Y.C. PIPE WITH P.Y.C. GRATE. 0
' - - - - LIE - - - - UNDERGROUND ELECTRICAL U/E - - COUNTY R.O.W. M.H: i. FL 24.0 NORTHEAST AT C.B: i = 19.54, FL 24.0 24" x 24' TIG = 22.27. FL 10'E WEST = 20.69, FL 10.0 EAST = 20,69. ° STORM DRAINAGE CONSTRUCTION NOTES: (60 - 89 j _ - ( )• - - _ TIG = 22.75, FL 8'0=19.87. SEE DETAIL 415P-3. 3 $ L DB vI� 12 ig m tj o v H II N
GAS LINE SOUTHWEST AT M.H:1=17.75. SEE DETAIL 2/5P-3 0 m.c { c �.y c
�- G - - G ; 60 EXISTING HARRIS COUNTY TYPE'C' STORM SEWER CURB INLET, M.H:1. LOCATED 85 NEW DRAIN PIPE - 80 L.F. OF 8'0 S.D.R. 35 (P.Y.C.) PIPE WITH CLASS 'AA' D ' T oo o E o a� w
At SOUTH SIDE OF SPENCER HIGHWAY R.O.W: TIP = 20.75. FL 24'e REINFORCED 69 EXISTING 9.5"H REStRICTOR INSIDE OF EXISTING 24'9 REINFORCED CONCRETE BEDDING, SLOPE AT 0.49% BETWEEN NEW Y.D.=3 AND EXISTING C.B:1. FL 8'E'- • NOR I x c 4 01 o E `o 0
S-- -- DITCH OR SWALE - - 78 BXTEND EXISTING DRAIN PIPE - 21 L.F. WITH 10'0 S.D.R. 36 (PY.C.) PIPE WITH `m s' Q. ❑.m E.
PIPE (R.C.P.) AT FLOW LINE OF EXISTING C.B -1. CLA55 'AAA' BEDDING UNDER CONCRETE PAVEMENT, SLOPE AT 0.12% NORTH AT NEW Y.O.-3 =19.87, FL 8°0 SOUTHEAST AT EXISTING CR 1=19.48. a w B u CT
o w c o
BETWEEN NEW CB: 66 AND EXISTING 10.0 S.D.R. 35 (P.Y.C.) PIPE AT FX15TING
-------(27.0)-------- CONTOUR LINE (27.0) CONCRETE PIPE(R.C.P.)NORTH=15.75. -_
" I CONNECT EXISTING BUILDING DOWNSPOUTS TO NEW 8'o S.D.R. 35 (PY.C.) PIPE j m a a
i
i 4 BA BARA CT a
a
MH MANHOLE O MH LINE ' A" LINE B PAVEMENT EDGE FL 10"0 EAST AT GB: 6 = 20,69, FL 10'0 WEST AT EXISTING { WITH 6'0 SCHEDULE #40 P.V.C. PIPE WITH CLASS "AA BEDDING. HORIZONTAL i , x ,;,�. c c E o c c
',PAVEMENT EDGE = 20.66. RAINWATER PIPE FOR DOWNSPOUTS ARE 51ZED FOR A MAXIMUM RAINFALL OF LOFx m ° ° c c a o
Gs CATCH BA51N CO®Q` 61 EXTEND EXISTING DRAIN PIPE - 15 L.F. WITH 10'0 S.D.R. 36 (P.V.C.) PIPE WITH 70 CONSTRUCT NEW CATCH BASIN, C.B:S, WITH CAST IRON FRAME AND GRATE DAVE �0 € m
do JB CLA55 'AAA' BEDDING UNDER CONCRETE PAVEMENT, SLOPE AT 0.12%. EXTEND (24' x 24'). T/G = 22.27, FL 10'0 EAST = 20.48. SEE DETAIL 2/SP-3. 79 EXISTING DRAIN PIPE - 40t L.F. OF 10'0 S.D.R. 35 (PY.C.) PIPE, SLOPED AT 6' PER HOUR WITH PIPE SLOPE OF 1/8° (1.00%) PER F007. Iffy Iiueia)►e w,RPOAr': eE p x e 9 1 !4 o c o E >? °
JUNCTION BOX AN ADDITIONAL 55 L.F. WITH 10'0 SCHEDULE #40 P.V.C. PIPE WITH CLA55 *AAA" 012% BETWEEN EXISTING WEST PAVEMENT EDGE AND EXISTING C.B: 3. _ E '' 'ISA
71 NEW DRAIN PIPE - 62 L.F. OF S.D.R. 36 PVC WITH CLASS 'AAA' BEDDING FL 10'0 SOUTH AT EXISTING PAVEMENT EDGE = 20.66, FL 10'0 WE a d N L a a s ' y 8 j
CO CLEAN OUT p co BEDDING UNDER BUILDING SLAB, SLOPE AT 0.12%. FL 10'0 SOUTH AT EDGE OF UNDER CONCRETE PAVEMENT, SLOPE AT 0.12% BETWEEN NEW CB: 55 AND NEW-
sr AT -;STORM DRAINAGE -NOTES: 42�_ o � e2 C �� m= N SLAB = 20.71, FL 10'0 NORTH AT EX15TING PAVEMENT EDGE = 20.62. EXISTING CB.-3 3 = 20.54.
CURB INLET I C.B. 4. FL 10'0 EAST AT C.B.-5 = 20.48, FL 10°0 WEST AT C.B. 4 = 20.39. 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY PINK • m m y a s y
P� POWER POLE Opp I 12
NEW DRAIN PIPE 100 L.F. OF 8'0 S.D.R. 35 (P.V.C.) PIPE WITH CLA55 'AA' 72 CONSTRUCT NEW CATCH BASIN, C.5,4, WITH CAST IRON FRAME AND GRATE' 'LINE "D" ALL FEES AND PRO RATA COST THAT APPLIES TO HIS WORK BEFORE spBMctw" e n
CONSTRUCTION BEGINS. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO C) m
BEDDING, SLOPE At LAB. FROM EACH END OF NEW BUILDING TO 10 0 PIPE (24' x 24') T/G = 22.27, FL 10'0 WEST = 20.39, FL 10'0 EAST = 20.39. SEE O ;NEW YARD DRAIN. Y.D: i. 8'0 SCHEDULE #40 P.V.C. PIPE WITH P.V.C. GRATE I CURB INLET MANHOLES ROOF DRAINS OR OUTSIDE DO c, m m c c'c m
LP LIGHT POLE Q LP SOUTH AT EDGE OF SLAB. FL 8'0 70 L.F. EAST AT EDGE OF BUILDING - 21.01, DOWNSPOUTS CONNECTION TO D t a m s
DETAIL 2/SP-3 Y/G = 22.75. FL 8'0 = 20.75. SEE DETAIL 3/5P-3. 0
Fl FIRE HYDRANT Fl j! FL 8'e 30 L.F. WEST AT EDGE OF BUILDING = 20.86. { DRAINAGE SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND INEXTENV I C i ll i t V Ill p 0 r N m c
h 81 NEW DRAIN PIPE - 90 L.F. OF 8'0 S.D.R. 35 P.V.C. PIPE WITH CLASS -AA' STORM DRAIN PIPE, ETC...) NO SCALE K MAP NO. 639-Y t o « ` S �3 `m ,ri o
FLOW LINE Y i' CONNECT NEW BUILDING DOWNSPOUTS TO NEW 8'0 S.D.R. 35 (P.V.C.) PIPE WITH 73 CLA55D EAAA'NNBEDONNG PUNDER2tCONCRETE L.F. WITH 1PAVEMENT36 SLOPE ANTE0.12% ( )
( ) IBEDDING. SLOPE AT 0.49% BETWEEN NEW Y.D: I AND NEW Y.D: 2. FL 8'0 NORTH T c m e w rn o
2. THE EXISTING STORM DRAINAGE DETENTION SYSTEM 15 DESIGNED FOR A o c m m c m£ cg
6'0 SCHEDULE #40 P.V.C. PIPE WITH CLASS 'AA' BEDDING. HORIZONTAL BETWEEN NEW C.B. 4 AND EXISTING 10°0 S.D.R. 35 (P.V.C.) PIPE AT EXISTING' AT NEW MPA = 21.75, FL 8"0 SOUTH AT NEW Y.D: 2 = 20.31. STORAGE RATE OF 0.20 AC. FT./AC. WITH A RE57RICTOR PIPE INSTALLED o
aR TOP OF RIM T/R RAINWATER PIPE FOR DOWNSPOUTS ARE SIZED FOR A MAXIMUM RAINFALL OF _
PAVEMENT EDGE. FL 10°0 EAST AT C.S.-4 = 20.39, FL 10`0 WEST AT EXISTING T FLOOD HAZARD BOUNDARY, 0 a o
TIG TOP OF GRATE TIG 6' PER HOUR WITH PIPE SLOPE OF 1/8' (1.00%) PER FOOT. PAVEMENT EDGE = 20.37. CONNECT NEW BUILDING DOWNSPOUTS TO NEW 8'0 5.D.R. 35 (P.V.C.) PIPE WITH REDUCING THE ALLOWABLE RELEASE RATE TO 0.50 C.F.5. PER ACRE -
PC TOP OF CURB TIC j, 62 EXISTING DRAIN PIPE - 40 L.F. OF 10.0 5.D.R. 35 (P.Y.C.) PIPE, SLOPED AT 74 EXISTING DRAIN PIPE - 40t L.F. 610 SCHEDULE #40 P.V.C. PIPE WITH CLASS 'AA' BEDDING. HORIZONTAL 3. CONTRACTOR TO PROVIDE THIS TRACT LIES WITHIN ZONE "X" OR AN AREA OF MINIMAL FLOODING. THI5 5' ATEMENT
OF 10 0 S.D.R. 35 (P.V.C.) PIPE, SLOPED AT f I TEMPORARY MEASURES TO CONTROL STORM WATER IS BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MAP 1GEMENT
1 G GUTTER LINE G 0.12% BETWEEN EXISTING SOUTH PAVEMENT EDGE AND EXISTING C.D.-3. 0.12% BETWEEN EXISTING WEST PAVEMENT EDGE AND EXISTING C.B: 2. ; RAINWATER PIPE FOR DOWNSPOUTS ARE SIZED FOR A MAXIMUM RAINFALL OF RUNOFF DURING CONSTRUCTION AS REQUIRED TO MINIMIZE EROSION.
FL 10'0 SOUTH AT EXISTING PAVEMENT EDGE = 20.62. FL 10'0 NORTH AT L 10'0 SOUTH AT EXIS L_. _6' PER HOUR WITH PIPE SLOPE OF 1l8.j1.00%) PER F00T. ,.. AGENCY FLOOD INSURANCE RATE MAP (F.1.R.M.) FOR HARRIS COUNTY PANE NUMBER
TIP TIP F TING PAVEMENT EDGE = 20.37, FL 10 0 WEST AT _ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE
TOP OF PAVEMENT EXISTING C.D.-3 = 20.54. _RD NUMBER 485 L; DATED: JUNE 18, 2007 AND CITY OF LA PORTE COMMUNI Y PANEL I ��
CENTER LINE - _ POSITIVE DRAINAGE. NO RUN-OFF SHALL DRAIN ONTO ADJACENT PRIVATE NUMBER 485487 0945 L.
i 4 �[ 63 EXISTING CATCH BA51N, C.B: 3, WITH CAST IRON FRAME AND GRATE EXISTING C.B: 2 - 20.27. ' 82 T G 2275,DFL 8 0 20.3� HSEE DETAll4/5P-3..�yC. PIPE WITH P.V.C. GRATE. I PROPERTY. NO DOWNSPOUTS SHALL DISCHARGE ROOF DRAINAGE WITHIN 10'-0` OF � • �
24' x 24"). T/G = 22.34, FL 10'0 SOUTH = 20.54, FL 120 NORTH = 20.54. ADJOINING PROPERTY LINES. 13ENCH MARK: U
SPOT ELEVATIONS 0.00 FL 10'0 WEST = 20.54.-
o� _
x 64 EXISTING DRAIN PIPE - 74 L.F. OF 12"0 S.D.R. 35 (P.Y.C.) PIPE, SLOPED 5. ALL NEW FIN15HEP ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER ELEVATIONS SHOWN ARE BASED T.5.A.R.P. ELEVATION REFERENCE N )MUMENT j
DRAINAGE AREA IN ACRES O,Op { s / { GRADES UNLE55 SHOWN OR NOTED OTHERWISE. !NO. 020181, N.A.V.D.1988, 2001 ADJUSTMENT.
AT 0.12% BETWEEN EXISTING C.D.-2 AND EXISTING C.B.-3. FL 12 0 NORTH AT `� el c.,a ! I� I' }' C �=t I-> ------- -------- n
TOTAL C.F.S. EXISTING C.B.-2 = 20,54, FL 12'0 SOUTH AT EXISTING C.B: 3 = 20.07. /1 TEMPORARY BENCHMARK (TBM) - RIM OF STORM SEWER MANHOLE LOCA1 D IN THE n
65 EXISTING CATCH BASIN, C.8:2, WITH CAST IRON FRAME AND GRATE Ut-' l G_Oit) G(� t; rF ��/ I`� Y;) .� QQ (t (0, L11, RIGHT-OF-WAY OF SPENCER HIGHWAY 20 FEET WEST OF THE NORTHWEST C IRNER OF x
,^co
(24' x 24'). TIG = 22.37, FL 12'0 SOUTH = 20.07, FL 1240 NORTHEAST = 20.17, 7-r g,M , i2 i M 5, 5, M}I PROPERTY; ELEVATION 20.75 FEET. VJ
FL 10°0 WEST = 20.27. (,o n 0� "LEGAL DESCRIPTION: w
E V�Y 20. t5 I ryP A / A IA TRACT OF LAND CONTAINING 1.5062 ACRES (65.6157.19 SQ. FT.) OF LAND, 0 7 OF THE ~
I �KIST, T-fP� s, � �� � .. I
i 5 7 M , IT(L aT EMI S T , r� l V' ) ��"Tuj
/ r r 1 bN! _ AO I WILLIAM M. JONES SURVEY, ABSTRACT NO.482, BEING BLOCK ONE, RESERVE ( 4E, IN THE
t Fwriii::.G 715 bk_1� FiK I>-i,yLGOI.IG, G.I.�
N - A'TT MN _ EAR 5 _i 2 GO° ®O - NO.(S) 52 6 IH.C.T z
--CD
---_' f--CO�'~'MT• i L- E145I. 4' c., S'1PEI�IP�K,• ° �-' ° ' - ° ly 4 GoMt, 51PE1{Y�Lk ` L•,IS�,,tlp ih�l TEXAS, COUNTOADED�NPIOLMCODE 0064,520065LAND5200 U
�± /pf n
_ 41 tr / • wvI 1C_ _. HARRIS COUNTY APPRAISAL DISTRICT ACCOUNT NO 123-346 00
z, a -- _ --
'w I 000 0 I r__ - _ - - -
ti +� - - - ! "wM0013
Cr
, i +ON DESIGN:
_...,_
I .9*+5) i` �2° 24,'1� -�, .�. ONYOLUME COMPUTATIONS Ir
°o°oo°000 ( q ^ ��,�� 22 SITE DE?ENT a .
_ _ _ __ -_ - -. - TOTAL AREA OF SITE ............ ........ 1.501 2 ACRES
fir. -- - H_
`5 13 54) T 9 tn9 ( (�� •G/: ,: Ga Y , (T /,DIP ( 11.5082 x 0.20 x 43.560 = 13,139 CU FT (0.302 AC -FT) OF STORAGE REQUIR D LL
I 1 -
L LlF 4-jL(L LI I� p., 3 - EXISTING PARKING
-{- 2a P BY THE CITY OF LA FOR E �. ~
o E J. Vy0 f. r _ _ 0�0,90 c� S1 / i - '- �- O
411 § a WATER SURFACE ELEV.=23.02' METERED OUTFACE COMPUTATIONS •� n
HEAVY-DUTY G I. TRAFFIC 8' tHK. x 12' W. POURED _ D,3 G1 /_/ j / , II ,y� ��,1, I�t p,5' I 2G, 0 j„�' �^ AREA OF DEVELOPMENT:1.5082 AC x 0.50 CF5/AC (AGRICULTURAL cl)
BEARING FRAME AND GRATE GONG. RIM 3 / • v'G a'"Y ,�j'A(.('p (�`{.'-
///"' _ _ \ EXISTING RE5TRICTOR PIPE, SIZED FOR A 3.36' HEAD 15 9.5'0 PLACED INSIDE EXISTING
cone rvMc 72 ` r 2
117-1
E J. E J. I 1`I y t 171 ^ .
NDr2s: • ''I '•.• ••' •,,CEMENT STABILIZED � U :1 � � /�.di� � . ' / /. y � G - � PqA? T(x?z,�•4 ' % ' ' 24'0 R.C.P. OUTFACE PIPED
t- 22.IS I t+ LI 91 (j PARKING LOT DETENTION CALCULATION Q
m WALLS CAN BE• : •r. 24' SO. °. .:. SAND BALK-FlLL i ! ( . , ', , b' ._.1611 ` - '`(A 22r19 I' �l� I (A)
1. W BRICK (51°WM [� ' / PHA +j Id' (j 73 - t VOLUME = x d2) + (Al x dt)
2. 6 wNCRETE I r`�, 14 I Ix 22r 3
> 3 e' SOLID C( :r z - - - yy .il 1 1q o. x
M.H BLOCKs :4 -' ., ,III L .'i , p, ��-- .j `I %Pr EX15TING 517E WHERE:
ICY �aL,
-41
4. PRECAST U ,,: ' -
pGB_4 Colo c $- 5 0,11 - _ (At (EXISTING) = AREA (FACE TO FACE OF CURB) ................... = 9.455 SQ FT
10 •.. _ - . '; a OUTFACE PIPE .✓ r p ,.I
_ 5071 SQUARE FEET --!Al (NEW) =AREA FACE TO FACE OF CURB .......:............... = 25,153 SQ FT
\ (0-7 a , 3 S - IM = DEPTH (FROM BOTTOM OF CURB TO WATER SURFACE) ....... = 0.25 F7
COMPACTED SUBGRADE C.l YO c3 _ _Q • 11. a i,'�--':.'./ ♦ Q _ .___ _ D (5H FL00(Z 'ELEVATION 23.50
2 CATCH BASIN DETAIL - - NEW PARKING Id2 - DEPTH (FROM TOP OF CATCH BASIN TO BOTTOM OF CURD).. = 0.50 FT
LOT DETENTION 1 STORAGE VOLUME 5URFACE OF EXISTING PARKING LOT .......... = 3,940 CU FT
n i i / . STORAGE VOLUME SURFACE OF NEW PARKING LOT .. = 10480' CU FT
0.241 AC -FT
.........
aO WATER SURFACE v - 23o STORAGE VOLUME 6 CATCH BASINS ........................... = 43 CU FT
• D:9j 0 22r77 42, 9 I - - - STORAGE VOLUME (10'0, & 12'O PIPES ........................... = 242 CU FT
N p' 4 FACE ELEV. 2
H P' P _ !TOTAL DETENTION STORAGE VOLUME IN PARKING LOT............ = 14.420 CU FT
4
0.331 AC -FT._
>; Ig,G n Ia I 'i, s ai 28.E I F.�i, a 3,4 I U1 z
/ - 1 . • T/C = 25.27 WATER SURFACE ELEV. = 23.02 Q
N / /� ,i` -- ;� L }' its _ J
m
j , / , D! n� «L. - 9•fh j`; 7 TIP Al --a _ d1 �. a
j / N o,s ,' /, !. / n d k V - x qx X - �! TIG w
(U3 F I I ti� U ti cA - w CATCH d 2
t tit 1 '=8 is /�/ / i a _Z 0 _ ry1/ /L BASIN I _ z
ya ' 4, �, _) \, ,) �- Q► j� Us a�1 - oL DETENTION SUMMARY 0 = o
Q - 91 I)
' 6:22,29 L (G?2,2 I i t, N (11 t. AREA SERVICED ............................................ = 1.5082 ,CRE5 �.:.. W p
9L i GB- v L.I N E 1 �- �' c)
/ /,i ;/ •!� : _ N . - T� Jul ST T ° i ! ti- �1/ '2. DETENTION STORAGE RATE = CS ........................... = 0.20 ,C FT/AC z Q
-- G3 VS' X ._ ._ _�_ �i ( I3. DETENTION STORAGE VOLUME REQUIRED ..................... = 0.302 C-FT N w
2 s" / / : ''i / ! - `S 79 N' L P %8 �6 erg'" 11� = t) (L Z
- ,� \\t 4. DETENTION STORAGE VOLUME PROVIDED FOR SITE ............ = 0.331 C-FT ca
� ) ca a' j5. MAXIMUM DESIGN WATER SURFACE ELEVATION ............... = 23.02 EFT Q
d r' 0 1 G 6 :p , 13 GB �1 13" " - '6. MAXIMUM OUTFLOW RATE PROVIDED 0 50 CFS/AC
t a 2 b 22•Q 4?,)
233� d• ;' , o i t 0 4, k C) ,` ( ) ........... = 0.75 FS 6i
( P ' :. •1' `. N' . x 2 29 V QLL3 rL x 9 .T I oK7 fl $2 .: _ •� ' O L �} i. N y r t!1 F j7. EX15TING RESTRICTOR PIPE SIZE D .......................... = 9.5.0
00
PHASE 11- NEW a I '�/ 1 hti/ I *� I� �. ' �J 10 THE ORIGIONAL DESIGN OF THE DETENTION SYSTEM AND THE OUTFALL RE TRICTOR
_ ' ' Q N x 14 v, r7 x 7 8 O x llliii 1 WERE INCLUDED IN THE MINOR SITE PLAN OF THE 'LANDING STRIP CENTER - PHASE I'"
D. OFFICE ADDITION .: 62 .. a . h^ 1 D I APPROVED BY THE CITYOF LA PORTE, TEXAS ON 5EPTEMBER 15, 2002. HE PLAN
t} WAS PREPARED BY FOLLIS CONSTRUCTION, INC. JOB NO. 2457N, ENG JEER OF
5.000 SQUARE FEET I1 ((�� `�� I I RECORD: JOHN J. KANE, TEXAS REGI5TERATION NO.11780.
lX1\1 _ FINISH FLOOR ELEVATION'= 23.50' 1��1 A� , 10, L in IQ ro
DETENTION MAINTAINCE NOTE: tata
- H
a 1. THE PARKING LOT DETENTION POND SHOWN HEREON 15 A PRIVATE FA( JTY AND . 4 a m o 0
.a • . p, _. Z3r'7-`) I i2,'��?2,?? o\ : WILL BE OPERATED AND MAINTAINED BY THE OWNER.
Y_Q-2 0-,14 i a2�,4o I 23,�9 .*P,,A0, In 1 23sa �s•39 S.P.
t' 23r5o .__._._ _ 14D40
I PIPE BP.( -off Sa
0-1/1
Lj r a y
(01
-1 ca
X N O X ,'' 1+5#I• ... _-_. __......_- ._ a ��
--1- HASE 1Ih-_ NEW --OFFICE-
CO
OF S l.0 I ry� 5.000 SQUARE FEET 4 1
I Q / J , 'AND DEVELOPMENTOFDIGITAL SATELLITE ORYST EXS NHC!jWMANCE WITH 1 iE PLAN
COMPOUND I .:: ;� • " COMPOUND o s•/12 - IE LAWS
q G'o u I FINISH FLOOR ELEVATION = 23.50' 1O Lt, I I I r`Cd-X�
' a I i :•::: - -- - 4 5------- -L ilk ¢ 1 I 1 THE STATE OF AND THE CITY PORTE
f/~�
Z I ( OF TEXAS A ES OF HE A PO�y W
s1:
1 � : :. •:" 'PRIMER ''PRIMER :� B
1,
PkiK1ER" ' yy�
.Y'•%::. ,,.:%<:-, ua>' � � E''T=t=.4•%:;:r-saa> I _ _ _ I�•1 rl 1
' CTOR 147E
TONGUE AND GROOVE I �`• TONGUE AND GROOVE 2;sA7 , h N h v1 23,So h ) 27g7 LA PORTE P11NING DEPARTMENT
;.:;: , c. o` c• 6 22.Ti
DETAIL OF CONCRETE ;: DETAIL OF CONCRETE
PIPE JOINTS .' ` PIPE JOINTS G44,95 _-- - -
1 e,i A7TE
MIN 3' MIN 3' - 20 �L 2n� .. , u .. $,3'� - 2OI P. I-
21
BY:
CLASS AA CLASS AAA %P.4 41 bl i 'ri 3,40 20.1 t5L' - LA PORTE CI EN INEER
'A' -CEMENT STABILIZED SAND (1 Il2 SACKS OF PORTLAND CEMENT :*A' -CEMENT STABILIZED SAND (1 112 SACKS OF PORTLAND CEMENT - i - -i- -'}- - - '- - -- -I- --
AT:
I PER CUBIC YARD OF SAND) PLACED BEFORE PIPE 15 LAID UP 1 PER CUBIC YARD OF SAND) PLACED BEFORE PIPE 15 LAID UP S 1- SO' A,S,IG�, MI,G,J. N PO BOX 1115 p r o j 6 C t
I TO FLOW LINE OF PIPE OR ABOVE -MINIMUM DEPTH 5'. i TO FLOW LINE OF PIPE OR ABOVE-MINMUM DEPTH 5. i - - - - �'T, ,T�� -� �' - -' p - ' �. g: --' '- h - -- -' I� -- i'I ' �l�- --' •- "'" 604 W FAI MOOT KW 5 - ---
B •CEMENT STABILIZED SAND, THROUGHLY RODDED. PLACED AFTER j'B•-CEMENT STABILIZED SAND. THROUGHLY RODDER PLACED AFTER 8 t1,E $H� NE.W I� T�,O : - -
I PIPE 15 LAID. i PIPE 15 LAID TO 5UBGRADE OF PAVEMENT. 1 _, 0 'r, -t ^_- ®---'_ %✓E '.T a O 8 Ci Q. �% 2 3 '.
'C-EARTH FILL PLACED SAME DAY A5 PIPE 15 LAID. , �R
?'D'-EARTH flll PLACED NEXT DAY (OR LATER) AFTER PIPE 15 LAID."'--'- "�� '-= ---- -�m� d a t
nn o' &b, DO �KIS`T Cpt W00b . PtNGE �;� vU s I, ESHRAGHOLLAN VATANI. AM REGISTERED UNDER THE LAWS OF TEXAS TO RACTICE
NOTE CLASS 'AA' BEDDING USED IN AREAS NOT UNDER PAVEMENT ;NOTE: CLASS 'AAA* BEDDING USED IN AREAS UNDER PAVEMEN( hM/ M ,y`� ry/ �. ;THE PROFE55ION OF ENGINERING AND HEREBY CERTIFY THAT THIS MINOR S111 PLAN 15 - _
f UNLESS OTHERWISE SPECIFIED. '; UNLE55 OTHERWISE SPECIFIED. - - ry 'TRUE AND CORRECT AS TO PROPOSED SITE IMPROYEMENT5.� AUG
)PIPE BEDDING DETAIL �P[PE BEDDING DETAIL. nr i.ni,l,. r.l�- ��.-IP.�,.�- I drawn of
Too.
10' ROUND GRATE FOR
CONNECTION TO 5'0 DRAIN 4' THK. x 12' WIDE POURED
PIPE. PART NO. 1050-GREEN CONCRETE RIM
BY NDS'-NATIONAL DIVERSFIED
SALES, INC. (1800 726 1994)
r 4
�r
I - �
5'0 P.V.C. I 18.0 S.DR. 35
5GHD. #40 . 'i ( (P.YB.)
PIPE OUTFALL PIPE
-
SCHD. #40 k
•r FITTING
ISTABILIZED
SAND DALKFlLL
CEDR15 ( FLOW LINE
ICOLLECTION
SUMP
_z
} SET F.Y.C. FIFE A ' ' i ti a ' F • • .CLA55 'M'
j INTO CONCRETE • , •. BEDDRIG v
I BASE
3 YARD DRAIN DETAIL
i 57
- - - FINISH GRADE -
°
U
o0
00
00
al.
�10' ROUND GRATE FOR oo
CONNECTION TO 8'0 DRAIN
4' THK. x PT WIDE POURED
PIPE. PART NO, WO -GREEN
CONCRETE RIM
BY NOS' - NATIONAL DIVERSIFIED
1 SALES. INC. (18007261994)
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