HomeMy WebLinkAboutCOMA2010-4138(', VINE JUL 2 2010 DATE OF ISSUANCE:
T s s a s PERMIT #UL
FENCE PERMIT APPLICATION
PLEASE PRINT
JOB ADDRESS: IaAq /o ec O'&as
LOT: BLOCK: SUBDIVISION:
PROPERTY OWNER: 9,4y loftd i4at�ls
ADDRESS: Olft gft ht L?AlUt-
CITY /STATE /ZIP: AlAr .vi //E ltarrA). 370114f PHONE NUMBER: 1 /.S= 316 - I F,47
FENCE CONTRACTOR (company name: CAI A) Fbya, Co.
CURRENT MAILING ADDRESS:
CITY /STATE /ZIP: 0.41/145 !,x PHONE NUMBER: 736
viluel /off
PLEASE
CHECK
TYPE
HEIGHT
8' -0" MAXIMUM ALLOWED
(ZERO TOLERANCE)
WOOD
CHAIN LINK
MASONRY
OTHER
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT
SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN
COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING FENCES.
REQUIREMENTS: TWO (2) PLOT PLANS SHOWING LOCATION OF FENCE ON PROPERTY.
PRINT NAME: /e o, E2 L: k 0 A 67— SIGNATURE: '
YOUR PHONE NUMBER: 61-f— 4110s� „room/
BUILDING INSPECTION DEPARTMENT 817 - 410 -3165
FOR OFFICE UNLY
APPROVED BY: DATE: ivzrt 6 P ERMIT FEE:
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O: \FORMS \DS APPLICATIONS - FEES \FENCE.PMT.doc
REVISED 07/05/2002, 05/23/2006, 08/28/2008,04/3 /2009
'3779
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LEGEND z
PROPERTY LINE
\ .I- ;/ - /_ /• f % / J -- `t \ 1 / �•��'~. i J J I / 45 -) -- ---+115-- - -- EXISTING CONTOURS MAJOR STABILIZED ENTRANCE
\` 565 _- - -_ - -_ EXISTING CONTOURS A41NOR g
Uy1TED STALES OF AMERICA // 1 1 �i - ! I II - -W- - EXISTING WATERLINE y > RIP -RAP JO
�(jRACT .NO. A -yA )' �t. _ • _ __ - -SS- - EXISTING SANITARY SEWER N
^YOC 1027. PG 163 / _ \ _ _ _ . �i -� - - Rl)C &/ S/lT FENCE . - q'� 1 t I - -FN- EXISTING FORCE M41N INLET PROTECTION
_1\'• ,.�\``�\:,,, .`, ',:ii ~/• �\ _D.R_TMT. / \ \` - l'' �•--`- _$'kM; - -�/ t 1 I DUSTING STORM DRAIN �
- -Via, - -` 1 - ��'- - `. -.T /'.- "' - `- � ! [ ' • _ r ' / o I _0HE- - -- EXISTING OVERHEAD ELECTRICAL ^y ROCK BERM =
510 \ I(4LET PIZOTEC7lON� \` �•1l +�L'r,l // / ,`\ \� ,•. ` �h1 :v I -o- _- EXISTING GAS LINE
{/ Il I I ^ � -FC- - EXISTING FlBER OPTIC LINE
w PROPOSED WATERLINE
', 1 r I ,' \' \•' `� - LIMIT OF - - - Y �.,,. / �" '" I I ss PROPOSED SANITARY SEWER
h(G'101,01(l j r • 'GRADING , ^ _ y \t' • , I , I _ _ - PROPOSED STORM DRAIN
r l t JZJI$EFWRr�F\•, " PROPOSED GAS LINE
�w� L ; .. \` \., , + r 95 /�• - 7\ - t t, r. HEADWALL \ / i -:» LIMIT OF GRADING
_ 5 _ �sF SILT FENCE
\ \:,\>,SJLT� FENCE �1�`:, '- � _ � •� t _ 1 !;
_ "� i I N• I" 595- PROPOSED CONTOURS MAJOR
�t - - - - \ I ' ! I / 59a PROPOSED CONTOURS MINOR
I{'
_. E ,�- ^ \\ _ y„ I + I I EROSION CONTROL NOTES:
C. - _ \ •• -_ _ f1RANCE! \ I ST7 _ -^ r• !° '' • - _ - - - - -- I _ + l ,per I �!
I. ALL CONTRACTORS WILL COMPLY WITH REQUIREMENTS & INTENT O THE N.P.O.ES GENERAL
N• I \ _ .. /_ - - / \ "t [ 1 I •'�T- I PERMR FOR STORM WATER DISCHARGES.
�� / / / - ,.j' _ + J I I +4. \- " . � + • e �I I? i 12. EACH FOR CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT (NOI) FOR STORM WATER
_� DISCHARGE PERMIT COVERAGE THIS SUBMITTAL SHALL BE COORDIN47ED WITH THE ENGINEER d
L SHALL OCCUR NO LESS THAN 48 HOURS PRIOR TO THE COMMENCEMENT O ANY CONSTRUCTION
\ ... / `'� ._\ �\ /• - _ M L \ t ° • ACTIVITY,
\ _ - r•'' - 579 \ \ \ \ - 1 (... / • . �' 1 'I u3 I 3. EACH PRIME CONTRACTOR SHALL OBTAIN & SUBMIT TO OWNER/ENGINEER A POLLUTION
\ 1'
PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR WHOSE WORK IMPACTS THE STORM
\ L - - , _ : %r_ r \ \ `� • I A WATER POLLUTION PREVENTION PLAN (SWPPP) PRIOR 70 THE PERFORMANCE OF ANY WORK BY
/ r 575 \ / \ PLAY AREAS * f t 1 \�.J { 01 + !' 'r 1 SAID SUBCONTRACTOR. THESE CFJMFICA77ONS SHALL BECOME A PART O THE STORM WATER
F y15 i 7- PLAY
LANDS // / ; r I.. r _ _. I �. _ _ _ 3�ti^ .X ;I .I .^ i POLLUTION PREVENTION PLAN.
h �'I •'� `. '1 ;I 1 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON THE FLANS & AS
, `i FIELD CONDITIONS WARRANT, PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY REPAIRS OR
\ / (a1
DRIVE ' \\ - --..._ _ ` -- ` - J � \ - \ \--�� E _ ;1 I pI t MODIFICATIONS TO THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL
�Q I I . MEASURES PROVE lNETFECINE OR IF ADDTOONN. CONTROL MEASURES ARE NECESSARY.
• FOOD & BEVERAGE '~" t 585.5 I 1 Q ai ' S. AT A MINIMUIJ, PERIMETER CONTROLS SUCH AS SILT FENCE OR STRAW BALES SHALL BE
_ , _ -
J! B LDING � 7 � � INSTALLED AT ALL DOWN SLOPE BOUNDARIES g AS WARRANTED WHERE PAVEMENT REMOVAL,
BG• .� iF- 587.0. �I .-.� •'� t t j' m� I UTILITY CONSTRUCTION, GRADING, oR OTHER CONSTRUCTION ACTTVIRES ARE TO BE PERFORMED.
\/O/ / �/ _\ , , - ^ ,( : , r I I. ql I THE CONTRACTOR SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE OFF
�,�,/" SIZE TRACKING OR TRANSPORT O SEDIMENT k D£BR1S.
V Fy. Far" E�'� - - - r �I �� \ 1`' _ J i _ pOOL_. T- -`� .I ` ti ,I 6. THE CONTRACTOR SHALL BE RESPONSBLE FOR DAMAGES TO ADACENT PROPERTY OR TO
- ,ygD '( 583.0 ^Y
RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED OR POORLY MAINTAINED EROS ION
R E \ -# -- 560'- '\ - I \� r /r. -�I -- ♦. =' %� I I CONTROL MEASURES.
�\ + 7. THE COMRACTOR SHALL BE RESPONSIB!£ FDR THE REMOVAL t DISPOSAL OF ANY SILT
1 i' r \ ' / �! G �y /.. I ! F •�e� DEPOSITS OR TRAC7QNG BEYOND THE LIMITS O CONSTRUCTKN CAUSED BY HIS OPERATIONS
\ f- -S -- ` / 'Op - 7 • .ENTRY GATE / jt _ -' 11 I I F '�' AND /OR FAILURE OF THE EROSION CONTROL MEASURES.
■ ■■ vQ FF= 585.5 / U, K... e/��C; 7�]- -Ll� 1`.
58 a - ``.A U] a 18. CONTRACTOR SHALL REMOVE i PROPERLY DISPOSE O ACCUMULATED SILT k SEDIMENT FROM
. TR_ ' - � CONTROL MEASURES WHEN TT REACHES A DEPTH OF SIX (6) NC 4ES OR IMPAIRS THE
EFFE�ESS OFD E�IMTEASURE&
' R THE WI INSPECT THE PROJECT AT A MINIMUM O EVERY SEVEN DAYS
C 0 _U -C .T f 56° - ,e• i OWNERS
\ '• (' /(�_� ;� I• s! t AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER TO DETERMINE THE INTEGRITY &
'• \ `. \ .' jl• ~ _ . ' ° I 1 EFFECTIVENESS OF THE EROSION CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE
i���K�� _ \ \ \ \._., `v t \ \\ __ ^`J�cv \ i I�D . m
FILED WITH THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE THE
MEET `T{• / \ \ l\ K B 1 // I /y� MEASURES OR HIS DUTY TO COMPLY WITH THE A ND NS OFEXTf}EN.P.D. CONTROL
RELEASE ES NOT AUTHORIZfr•ANY WORK IN CONFLICT \ \ "RPRb7c 0� �a 1A.Q4 AC _ ( ;� ; - r I GENERAL PERMIT.
\ \ I N N / j / _ ' <. 1 I I 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION O STORM GRAN INLETS USING STRAW
WITH TH BUILDING CODE OR ZONING OROLVA�N06-TETUS / I l &LLE CHECKS OR OTHER MEASURES AS SPECIFIED WHERE INLETS ARE BEING REMOVED OR
PG \ DECK= _ 'I II / I INSTALLED, THE CONTRACTOR SHALL PREVENT' MATERIAL FROM ENTERING THE STORM DRAIN
T H S PLAN TO BE KEPT 01.063 '�' \ \ - PDDL- i I 11. ALL OFF SITE STOCKPILED SOILS WILL BE SURROUNDED BY A STRAW SALE DIKE SILT FENCE
R.T.C.T. /\ \ �, \ _ r 583.0 + ' 583.5 .1 / i SYSTEM.
\ SEDIMENT CONTROL SWALE OR EQUIVALENT MEASURE AS APPROVED BY ENGINEER, TO PROPERLY
HE JOB AT ALL M ES - \` , \ r a ` iI f' ! 12.
CONTROL ORS STABILIZE ANY AREA WHERE CONSTRUCTION ACTIVITY ✓S TEMPORARILY OR
\ \ \ \ ` \\ \\ `•• <'�...,L1. "" ,I I PERMANENTLY CEASED FOR MORE THAN 14 DAYS
�� 113. THE LOCATION SHOWN FOR THE TEMPORARY CONSTRUCTION ENTRANCE IS THE OPINION O THE
8 INLET \ \ \ ♦\ \��� I I DESIGN ENGINEER. 774E COMPACTOR MAY RELOCATE THE ENTRANCE IF APPROVED BY 774E CRY
OAT B l OF GRAPEVINE h THE OWNER.
14. CONTRACTOR IS LIABLE FOR ANY DAMAGES CAUSED BY NOT REMOVING EROSION CONTROL
BUILDING DEVICES AT THE APPROPRI47E RUE.
RELEAS DO ■ \�\ \ o \ - j . l' I 15. CONTRACTOR SHALT. SEED DISTURBED AREAS AS SPECIFIED IN SWPPP.
EAS ME RIGHT 1
Al CHA; GE MUST 8 R
CURB INLET PROTECTION �1 . r t LC \ \ INLETJPROTECAON
LEE,. ..
15 LENGTH AS SHOWN ON PLANS \ \ \ 'S '� N 2>•F• -��0 AH�1tSlONAL;? ,y��
o! GRADE TO PREVENT RUNOFF / _ / A �����.•���.�
FROM LEAVING SITE FlL7ER FABRIC - �OSTI/VC ?TQRM E I ( /� I SCALE: 1 = 40' ae t t N. F -76: u
�I 6' MIN \Dl _ G YLOR L ` HWIttr.ti- .
(100' 'R.O. iP) \ REVISIONS N
11 7-41 11-11 �i\.Y�\ �, ' 1 " T" �+L,•4 `, \ o .n I I NO. DESCRIPTION DATE BY c
EXISTING GRADE PAVED SURFACE SILT FENCE (MIN. STEEL FENCE POST MAX. O
SECTION HEIGHT 24' ABOVE CCCCCC 6' SPACING, MIN. C
EXIST. GROUND) CC CCCCC EMBEDMENT = t' ROUGH GRADING PACKAGE
SYABILIZED CONSTRUCTION ENTRANCE NOTES, CCC C�CCCCLC�C Ct<CCC < <
SIT FENCE GFNER6L N : EROSION CONTROL PLAN
R= 5' MIN
1. STONE SHALL BE 3 TO 5 INCH DIAMETER CRUSHED ROCK OR ACCEPTABLE CCtC<<CCC�CCCCCCCC WIRE MESH BACKING
LENGTH AS SHOWN ON PUNS CRUSHED PORTLAND CEMENT CONCRETE COMPACTED EARTH OR CC�CC CCC CC CCCC 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A
g 2. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 30 FEET ROCK BACKFLL C��C,CC CCC CI`CCC C MINIMUM ALLOWABLE, WTYP. SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE POST MUSE BE
ti STABILIZATION �AND AWAY
STREETOM \ I FOR LOTS WHICH ARE LESS THAN 150 FEET FROM EDGE OF PAVEMENT. THE CC,CCC��CCC�,4. CC CHAIN LINK FENCE FABRIC 2, THE ETTOE OF THE MINIMUM ILT OFENCEESHALL BE TRENCHED IN WITH A SPADE OR C
PAVED SURFACE \ I I MINIMUM DEPTH IN ALL OTHER CASES SHALL BE so FEET. / ! CCCCCElCCCt IS ACCEPTABLE MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS GAYLORD TEXAN F
.1 3 THE THICKNESS S NOT - -
HALL BE LESS THAN 6 INCHES.
4. THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL POINTS OF
INGRESS OR EGRESS. _
5 TO WHEN ENTRANCE NECESSARY. A VEHICLES
PUB IC OALDWAYCWHENE CLEANED TO IS REQUIRED, IT
/ I I SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH
f DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED
ENTRANCE ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
TRANSITION O ' DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.
PAVED SURFACE I 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
R.O.W. TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY
DRAINAGE MUST FLOW REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
AWAY FROM ENTRANCE DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PAVED
SURFACES, MUST BE REMOVED IMMEDIATELY.
7. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE
PLAN SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SHE
STABILIZED CONSTRUCTION ENTRANCE
N.T.S
_ FLIT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT c
6 MIN. BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL
y SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. RESORT HOTEL AND L
3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO CONVENTION CENTER
ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND -
>� BACKFILLED WITH COMPACTED MATERIAL GRAPEVINE, TEXAS
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST
OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. j T'��� 7(�i I��RS L
THERE SHALL BE A 3 F007 OVERLAP, SECURELY FASTENED WHERE ENDS OF �:. lli C
-� `- FABRIC TOE -IN FABRIC MEET. C
5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2'
RAINFALL REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. Huitt- Zollars, Inc. Engineering / Architecture
6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO 500 ON. 7th St. Ste. 300 Fort Worth. Texas 76102 C
ISOMETRIC PLAN VIEW AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE
7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF I phone (817)335-3000 Fax (817)335 -1025 i
THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN DESIGNED:BLC SCALE I DATE I SHEET
SILT FENCE APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO DRAWN:BLC `
N.T.S ADDITIONAL SILTATION. CHECKED:PML AS SHOWN 07 -13 -2010 I 4 OF 5
i
_ FLIT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT c
6 MIN. BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL
y SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. RESORT HOTEL AND L
3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO CONVENTION CENTER
ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND -
>� BACKFILLED WITH COMPACTED MATERIAL GRAPEVINE, TEXAS
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST
OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. j T'��� 7(�i I��RS L
THERE SHALL BE A 3 F007 OVERLAP, SECURELY FASTENED WHERE ENDS OF �:. lli C
-� `- FABRIC TOE -IN FABRIC MEET. C
5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2'
RAINFALL REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. Huitt- Zollars, Inc. Engineering / Architecture
6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO 500 ON. 7th St. Ste. 300 Fort Worth. Texas 76102 C
ISOMETRIC PLAN VIEW AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE
7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF I phone (817)335-3000 Fax (817)335 -1025 i
THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN DESIGNED:BLC SCALE I DATE I SHEET
SILT FENCE APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO DRAWN:BLC `
N.T.S ADDITIONAL SILTATION. CHECKED:PML AS SHOWN 07 -13 -2010 I 4 OF 5
i
-� `- FABRIC TOE -IN FABRIC MEET. C
5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2'
RAINFALL REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. Huitt- Zollars, Inc. Engineering / Architecture
6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO 500 ON. 7th St. Ste. 300 Fort Worth. Texas 76102 C
ISOMETRIC PLAN VIEW AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE
7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF I phone (817)335-3000 Fax (817)335 -1025 i
THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN DESIGNED:BLC SCALE I DATE I SHEET
SILT FENCE APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO DRAWN:BLC `
N.T.S ADDITIONAL SILTATION. CHECKED:PML AS SHOWN 07 -13 -2010 I 4 OF 5
i