HomeMy WebLinkAboutORD 2022-006 (2) ORDINANCE NO. 2022-006
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING PLANNED DEVELOPMENT
OVERLAY PD22-02 TO DEVIATE FROM THE PERIMETER
LANDSCAPE AREA REQUIREMENT IN THE LANDSCAPING
REGULATIONS ON BLOCK A, DALTON ADDITION (323
WEST NORTHWEST HIGHWAY) ALL IN ACCORDANCE
WITH A SITE PLAN APPROVED PURSUANT TO SECTION
47 OF ORDINANCE NO. 82-73 AND ALL OTHER
CONDITIONS, RESTRICTIONS AND SAFEGUARDS
IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING
MAP; PRESERVING ALL OTHER PORTIONS OF THE
ZONING ORDINANCE; PROVIDING A CLAUSE RELATING
TO SEVERABILITY; DETERMINING THAT THE PUBLIC
INTERESTS, MORALS AND GENERAL WELFARE DEMAND
THE ISSUANCE OF THIS PLANNED DEVELOPMENT
OVERLAY PERMIT; PROVIDING A PENALTY NOT TO
EXCEED THE SUM OF TWO THOUSAND DOLLARS
($2,000.00); DECLARING AN EMERGENCY AND
PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a planned
development overlay by making applications for same with the Planning and Zoning
Commission of the City of Grapevine, Texas, as required by State statutes and the zoning
ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and
prerequisites having been complied with, the case having come before the City Council of
the City of Grapevine, Texas, after all legal notices requirements, conditions and
prerequisites having been complied with; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as to
whether this requested planned development overlay should be granted or denied. safety
of the motoring public and the pedestrians using the facilities in the area immediately
surrounding the site; safety from fire hazards and measures for fire control; protection of
adjacent property from flood or water damages, noise producing elements, and glare of the
vehicular and stationary lights and effect of such lights on established character of the
neighborhood; location, lighting, and types of signs and relation of signs to traffic control
and adjacent property; street size and adequacy of width for traffic reasonably expected to
be generated by the proposed use around the site and in the immediate neighborhood;
adequacy of parking as determined by requirements of this ordinance for off-street parking
facilities, location of ingress and egress points for parking and off-street locating spaces,
and protection of public health by surfacing on all parking areas to control dust; effect on
the promotion of health and the general welfare; effect on light and air; the effect on the
overcrowding of the land; the effect on the concentration of population, the effect on the
transportation, water, sewerage, schools, parks and other facilities; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council of the City of Grapevine,Texas, did consider the following factors
in making a determination as to whether this requested planned development overlay
should be granted or denied; effect on the congestion of the streets, the fire hazards,
panics and other dangers possibly present in the securing of safety from same, the effect
on the promotion of health and the general welfare, effect on adequate light and air, the
effect on the overcrowding of the land, the effect on the concentration of population, the
effect on the transportation, water, sewerage, schools, parks and other public facilities; and
WHEREAS, all of the requirements of Section 41 of Ordinance No 82-73 have been
satisfied by the submission of evidence at a public hearing; and
WHEREAS, the City Council further considered among other things the character of
the existing zoning district and its peculiar suitability for particular uses and with the view to
conserve the value of buildings and encourage the most appropriate use of land
throughout this City; and
WHEREAS,the City Council of the City of Grapevine, Texas, does find that there is
a public necessity for the granting of this planned development overlay, that the public
demands it, that the public interest clearly requires the amendment, that the zoning
changes do not unreasonably invade the rights of those who bought or improved property
with reference to the classification which existed at the time their original investment was
made; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that the
planned development overlay lessens the congestion in the streets, helps secure safety
from fire, panic and other dangers, prevents the overcrowding of land, avoids undue
concentration of population, facilitates the adequate provisions of transportation, water,
sewerage, schools, parks and other public requirements; and
WHEREAS, the City Council of the City of Grapevine, Texas, has determined that
there is a necessity and need for this planned development overlay and has also found and
determined that there has been a change in the conditions of the property surrounding and
in close proximity to the property requested for a change since this property was originally
classified and, therefore, feels that the issuance of this planned development overlay for
the particular piece of property is needed, is called for, and is in the best interest of the
public at large,the citizens of the City of Grapevine, Texas, and helps promote the general
health, safety and welfare of this community.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
L
Ordinance No. 2022-006 2
Section 1. That the City does hereby issue a planned development overlay in
accordance with Section 41 of Ordinance No. 82-73,the Comprehensive Zoning Ordinance
of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code,
by granting Planned Development Overlay No PD22-02 to deviate from the perimeter
landscape area requirement in Section 53, Landscaping Regulations within the following
described property: Block A, Dalton Addition (323 West Northwest Highway—Old Dalton
Building) all in accordance with a site plan approved pursuant to Section 47 of Ordinance
No. 82-73, attached hereto and made a part hereof as Exhibit"A", and all other conditions,
restrictions, and safeguards imposed herein, including but not limited to the following:
None.
Section 2 The City Manager is hereby directed to amend the official zoning map
of the City of Grapevine, Texas, to reflect the herein conditional use permit.
Section 3. That in all other respects the use of the tract or tracts of land herein
above described shall be subject to all the applicable regulations contained in said City of
Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of
Grapevine, Texas.
Section 4. That the zoning regulations and districts as herein established have
been made in accordance with the comprehensive plan for the purpose of promoting
health, safety, morals and the general welfare of the community. They have been
designed with respect to both present conditions and the conditions reasonably anticipated
to exist in the foreseeable future; to lessen congestion in the streets;to secure safely from
fire, panic, flood and other dangers; provide adequate light and air; to prevent
overcrowding of land, to avoid undue concentration of population, facilitate the adequate
provisions of transportation,water, sewerage, drainage and surface water, parks and other
public requirements, and to make adequate provisions for the normal business, commercial
needs and development of the community They have been made with reasonable
consideration, among other things, of the character of the district, and its peculiar suitability
for the particular uses and with a view of conserving the value of buildings and encouraging
the most appropriate use of land throughout the community.
Section 5. This ordinance shall be cumulative of all other ordinances of the City of
Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said
ordinances except in those instances where provisions of those ordinances which are in
direct conflict with the provisions of this ordinance.
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. Any person violating any of the provisions of this ordinance shall be
deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to
L. exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Ordinance No. 2022-006 3
Section 8. That this ordinance shall become effective from and after the date of
its final passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on first reading on this the 18th day of January, 2022.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on second and final reading on this the 15th day of March, 2022.
APPROVED:
William D. ate
Mayor
ATTEST:
gRApF`
rr pF �2
,
Tara Brooks ik
m
City Secretary r . ;y
APPROVED AS
TO FORM:
Matthew C.G Boyle
City Attorney
I
Ordinance No. 2022-006 4
WEST NORTHWEST HIGHWAY
NOTE: ,. THIS PROJECT ISLOCATED IN THE MOREHEhDBRANCHSTREAMLOCAL
SL"ATERSHEDAND THE PROJECT WILL DISTURB LESS THAN 1 ACRE OF LAND
2 FULLY DEVELOPED RUNDOF FROM THE PROPERTY TO THE SOUTH OF THE SITE HEW CURB ANDeUITIM —�
WO.LBEACCEP'TEDONTHESM f PUBLIORIOHTOFWAY
FM HNCRAHT BTAUOpBTIIE GRABS
-- - -- -
AGA
323 W NORTHWEST HWY
GRAPEVINE: TX 76501
LOCATION MAP
SITE DATA SUMMARY TABLE
REQUIRED
PROVIDED
LOT AREA .............. I .............
5.1m SF MIN ................
17,168 SO. FT.
TOTAL BUILDING AREA NET.............................NA....................
2,694 NET $0. FT.
HEIGHT IN STORIES ................................
MAX .................
1 STORY
HEIGHT IN FEET ............ I .................
35W MAX ................16W
TOTAL IMPERVIOUS AREA ...................
........14,593 SF MAX ............
11,830 SO FT
TOTAL IMPERVIOUS AREA PERCENTAGE OF LOT
.............85% ................
69%
TOTAL OPEN SPACE ............................
2,95 SF MIN ..............
5,338 SO FT
LANDSCAPING AREA PERCENTAGE OF LOT .................16
% MIN ................
31%
PARKING SPACES (5+1 PER 300 SF OF NET S.F. OF BLDG .......14 ... . ................. 14
8DE8RLK To REMABr--'
_- — PP
CONTINUOUS H"
GU ZONING
GNr USE
DISTRICT
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NOTE MECHANICAL ANDELM I'
EOMMENT INCLLOINOA.C.
§ WTS SHALL BE DESIGNS)
AND OPMTED TO MNIMM
NOISE IMPACT OF SURROUNDING
�I PRDPERW
CONTINUOUS HEDGE
LANDSCAPE BUFFER —�1t
r WOOD FENCE
EXISTING ELM _.
S 89d 560(r E 116'00
EXIBTINO CURB
AND DNNE
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GRASS
LANDBCAPEBUFF$t '
-
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_ HC ZONING
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♦ CONCRETE ,.
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EXISTING DALTON OIL BUILDING
1,528 NET SF
evnER -
NEW ADDITION
1,168 NET SF
TOTAL OROSS SQUARE FOOTAGE Z994 of v
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PARKMGIISHO'NN DASFB�
Conditional use request CU22-05 is a request to allow a
twenty -foot pole sign in conjunction with an office building.
Planned Development PD22-02 is a request to allow but not
--�
be limited to deviation for the perimeter landscape area
O
[i
requirements
* Board of Zoning Adjustment request is a special exception to
be limited
'—� ` `
TIRE
IGHT
include but not to minimum open space, maximum
impervious area, front yard landscaping, perimeter
area,
iandscaping and buffer requirements.
o Refuse and disposal areas shall be landscaped and screened
} �-
from view.
o Mechanical and electrical equipment, including air conditioning
units shall be designed, and operated to minimize, noise
O1,
impact of surrounding property. All such equipment shall be
screened from public view.
FE
Approved with the following conditions: {��:C *.j� O I C:�)
o Lighting shall be designed to reflect away from residential
levels to line
---
1) The 20-foot sign is restricted to eastern side of the front of Block A, Dalton
areas. Lighting adjacent the west property may
footcandles 3.0
pole yard
not exceed o.2 and may not exceed
Addition, between the existingcanopy and the access drive, as depicted on the site plan
py p
footcandles adjacent the west, north and south property lines.
of Exhibit "A" of Ordinance No. 22-005 and meeting all applicable setback requirements
o The masonry requirements of Section 54 shall be met.
for signs in Sec. 60 of the Zoning Ordinance.
o All requirements of the Grapevine Soil Erosion Control
2) No li hfixtures lighting methods shall be used within Block A, Dalton
lights, lighting or
Ordinance shall be met.
Addition to illuminate trees on -site.
Si
.--_ —PROPOSED PAVEMENT iJ
/_t74PAR INGSPACESA DUMPSTER I I i
I VAN ACCESSIBLE SPACE RECYLING ,
W4r StA20
$ ; POLE LIGHT
09CONCRETE
O FQOTING
89d 5600' W
liv.v
STORAGE
I SHED
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F.
r WOOD FENCE
LANDSCAPE BUFFER
CONTINUOUS; HEDGE
HC ZONING
HIGIMAYCOMMERGUIL
DISTRICT
0-ININ DIMENSION CONTROL SITE PLAN
1,•.,D�
10 5 0 10 20 25
v
LLJ
— r wom FENCE
CASE NAME: DALTON OR
.l CASE iNU0n7 B?3 wesT -UM' L000.iNORTFMVEBT HYIY
MAYOR SECRETARY
DAT>;
PLANNING AND ZDNNG COMMISSI N
CHAIRMAN —
DATE
a , W a
APPROVAL DOES NOT AUMORIMANY WORK
W CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
f AD01MI41b AITERATIDkS
323
WEST NORTHWEST He.,
GmpevimTEXAS 76501
4310 WmWty AW.
DW4 ba ]S!M
— _vim
EXISTING SITE PLAN
PROPOSED SITE PLAN
A. 1.0
DF B
Approved with the following conditions:
1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition, between the existing canopy and the access drive, as depicted on the site plan of Exhibit "A" of Ordinance No. 22-005 and meeting all applicable setbaclK
requirements for signs in Sec. 60 of the Zoning Ordinance.
2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton Addition to illuminate trees on -site. rTERAGO SCN
- EINACOTA CLAY TILE ROOF
U l I _ -- -- — _ - --
FIBRE REINFORCED CEMENTOUSBOARD ---==----- - -- -----
(PAID PIANO WING) - - --� - S�CO
D&Lr, (DR OIL BLDG. _
111110000 ESTABLISHED 1937
I
§—iRASHtREDYCI.f
i§P -
I
STUCCO
EXISTING SIGN TO BE RELOCATED
METAL FL/18HN0
sruxo
EASTELEVTRASHISTORM�E EEEVS70RAGE HOLLOWMETALDOOR NORTH ELEVATION ALLIM. ENDOWS
9 sue: ur rd 10 eDrs v4• - V W ALUM wBlDows 11 BBdc +M - ra• to s a +D
FIBRE REINFORCEDC13EWOUS BOARD DOWNGALVANIZED PETAL
D+ARDI PIANK 8DIN G)0 10 - . - _. -_
--
-- —
METALRJ1810N6 -1`, FIBRE REINFORCED CBu@dIWSBOARD TENSILE NE8N FABRIC CANOPY
(HARDI PLANK BIDING) STEEL 8TRUCTIIRE -
EXISTING SIGN TO BE RELOCATED
TERADOTA CLAY TILE ROOF--
- WOOD FASCIA -
--- FIBRE R13FOFDMCEMENTOU8BOARD - I STUODD
MAMPLANKSIDING, § C 7-V L } 2'.F
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—` NORTH ELEVTRASH
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FENCEATCDURIYARD
7 MR ELEV TRASH STORAGE
odic-1A• -1.4.
FIBRE REINFORCED CEMENfOUS
BOARD (FI M PLANK SIDING)
GUTTERS
TENSILE MESH FABRIC CANOPY -
STEEL STRUCTURE
4— FENCE AT PROPERTY LINE BEYOND
1 XBCEDILRPICI(ETS �
r �
4 EAST ELEV AC ISCREEN
eor.c1M•V0(RISTSIM)0 s w
AC ENCLOSURE BEYOND
-t6CEDARSIDING t
ACCOWR�SORSBEYOND-
--(SHOWN DASHED) , g
NORTH ELEVSCREEN
3 S_k 1Y4• - V4,
0 6 110
TENSILE MIEESH FABRIC CANOPY
STEEL STRUCTURE -
GREAL
DOWNSPOUTS
FENCE AT CWIRT BEYOND
1XBCEDARSIDING
FBICEAT '�— T
PROPUNE--
i
WOND y
4'-r i ra• r4Y
,t SOUTH ELEV AC SCREEN
D e +D
1
STWOD ;
FIBRE REINFORCED CEMEN OUS BOARD
kMRDI PLANK SING)
_ - --- ALUAL WINDOWS -
- METAL PIASHIN G r6 WEFT ELEVATION
_ GALVANIZED METAL {"-' Sukt •w1'4r to 5 C 10
-� DOWNSPOUTS
r _ ----
B'z F STUCCO
DOWNSPOUTS
FIBRE BOARD INFDICED PLANKSIDING) e � EAST ELEVATION
BOARD{HARDIPIANK SIDING)
STUCCO - 5 Bu c 14• -1'4r 1D s 0 f0
--- - ALUM. WINDOWS
STANDING SEAM METAL ROOF - STANDING SEAM
METAL ROOF
GUTTER
GALVANIZED METAL
-- - DOWNSPOUTS
HARDIE PLANK SIDFAT
' - ALUM. WINDOWS
HAROIE PLANK SIDING
'v
ORE REINFORCED DEMENTOI1S 1 SOUTH ELEVATION
BOARD WRDI PLANK BIDING) 8erc 1M • 1'-0' 10
B O 10
ALUM. WINDOWS
---.......r-• i
L.Off POLE ELEVATION
i 12 sarB:1le . ra
ADDITIONS & ALTERATIONS
323
WEST NORTHWEST HW
Grapevine, TEXAS
aay>amm,taL A1011pa
431a wk-th md.
DwIK 75m
x..oa.a
EXTERIOR WALL IOD%MASONRY
CA NMIE DAL —TON OIL — -- ---
ICASE "BER 42
I LOCATION 823 WESTNORIHWrST HWY
I_
-L41YbR — - 8ECNETARY
PLANNING AND ZONING COMMSSION --__
a�Tl�
CH/JRNVJJ
DATE
&EET _L OF 0
APPROVAL DOES NOTAIRHORDE ANY WORK
IN CONFLICT WGN ANY CODES DR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
ELEVATIONS
A- 2.0
LANDSCAPE DATA SUMMARY TABLE
REQUIRED PROVIDED
TOTAL LOT AREA ................. NA ........... ........ .... 17,168 SF
GROSS PARKING................... NA ........................ 7,607 SF
INTERIOR LANDSCAPE ..............10% ........................ 761
TREE CALCULATION
INTERIOR LANDSCAPE .............. 2 TREES ........ , .......... 2 TREES
PERIMETER LANDSCAPE .......... 11 TREES ...................11 TREES
NON VEHICULAR OPEN SPACE ...... 2 TREES ................... 2 TREES
TOTAL TREES ......................15 TREE5 ...................10 L Kcc0
W
NOTE: SHRUBS SHALL BE A WOW OF TWO M FEET IN HBGHT WHEN
MEA8UREOIMMEONTELYAFTERPLANRM HEOGEB.WHERE80TTALLED.
SHALL BE PLANIEDANO 1WA86�80A81O FORMA CONTOlOUIL
MIND KEN BOUD WBLULL StX M WHICH WILL BE THREE M FEET IBOH
W JNONE(1)YEARAFTERTIMEOFPIAMIM
LEGEND
NOTE: ALL LANDSCAPE AREABTOBEAUTOMATICLY IRRIGATED ANDKWAINED
Approved with the following with the followingconditions:
1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition,
between the existing canopy and the access drive, as depicted on the site plan of Exhibit "A" of
Ordinance No. 22-005 and meeting all applicable setback requirements for signs in Sec. 60 of the
Zoning Ordinance.
2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton Addition to
illuminate trees on -site.
WEST NORTHWEST H I G HWAY
PUBLIC RIMT OF WAY
STAUGUSTOE i
PAW
szAUWeTNE ---- --
'1 S 89d 56VE 11000 DMARFBURFORDHOLLY/ — —
I ,
E—W0SCAPE BUFFER � b
SANTARYBEWER
_ STAUGUME IODNPW=I STAUDUBTINE
aRAWM -- �� DRIVE
t 'N POLE SIGN i ....
Bsa•
— W4r
�I
IBMj EXISTING DALTON OIL BUILDING vl
�e
WMERROOF 11 1,678 NET SF
�I
eo
LANDS PEBUFFM
TWOODFs
EXI8TINISW EL
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m
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eras caner r
NEW ADDITION
U16 NET SF
IURr
L"._
TOTAL ORD8680UMIEFOOTAGE2 sf
esa ue
NNMEUN GRA88 -
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PUAPLELXXXX
WDHERCREEM
KNIMM GRAW
ADDIMNS b ALTERATIONS
323
;EST NORTHWEST HIN
Grapevine. TEXAS
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HAMEUNOPPA
TWOOD FENCE
--
D-ASE NAME: WTONOIL
—
CASE NJAtBHtG�j
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-ww w SECRETARY
--- — -
�DATE
PL&N MANDZDNING COMMISSION
----
_
_—
-VOL
CHAiiMAN
DATE
LANDSCAPEPLAN
,,EEI S , e
APPROVAL DOES NOT AUTHOR12E ANY WDRK
N CONFLICTS OR
^S
ESWDES
A V.0
DEPARTMENT OF DEVELOPMENT SERVICES I
OF B
s-z
THE PUR06E OF THIS PLAN IS TO SHON THE FLOW
OF DIWIUfi AND LOCATION OF CITY URUTIES.
PLEASE SEE SHE PLAN FOR SIZE DETAILS.
REMOVE EXRING WEST DRIVEWAY APPROACH.
Abr M�/F
REPLACE CURBING AND 5' WIDE SIDEWALK TO
►APSL'0 (27Y
CITY OF GRAPEVINE STANDARDS
AND 15A REOUIREMENIS.
UTILITY POLE /GUY WIRE/OVERHEAD LINE
-1
FIRE HYDRANT
6215
INLET ..... itW +_
M.H.
MANHOLE
T
®MAP
METER 1UlFR
822J8' a22S' .
EXISTING 18' VA10 LIVE
-HT POLE
COO
GAS METER
49' YDRANT
.YR FEET WEST �•1
.....,.,.,..,,..
GAS LINE
GE NW R. 2' LIPS.
%24JE4'
ALL SPOT
Zu 70 PRDPOSEE 6 CIFINWT.-_ -
GFiADES SHOWN
AND 6' SS UNE TO BULKING.
ARE EXISTING.
TO FIBSTNG SS UNE
.� DOSING 8' SA4:ARY SEALER <
NOTE
IEASIIREMENTS ARE TO BAIL OF CURB.
GENERAL NOTES
1. ALL CONSTRUCTION TO BE N ACCORDANCE WITH THIS PLAN, CRY STANDARDS, AND
NL.EC.O.G. SPECIFICATIONS FOR PUBLIC WORKS.
2. BVRCAONC•, TRAFFIC COMOL AND PROJECT SIGNS SHALL CONFORM TO 'TEXAS
DEPARTMENT OF TRANSPORTATION- W AL ON UNIFORM TRAFFIC CONTROL MACES'.
3. IT 6 THE CONTRACTOYS RESPONSIBILITY TO NOTIFY THE Ott AND ONIERS
REPRESENTATIVE 48 HOURS PRIOR TO BEGINNING CO NSIRUCTON.
4. R 6 THE OONFRACTOKS TO CONTACT PUBLIC UTaTI' CCMPADES FOR
FIELD LO KTOI OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS.
5. TRENCH SAFM SYSIE6 SHAL BE PROVIDED BY THE CONTRACTOR AS PROVIDED N
SUBPART P - EXCAMTON, TRENCHING AND SHORING PART 1926 BE THE COOS OF
FEDERAL REGULATIONS WN 41H DESCRIBES SAFETY AND HEALTH REGULATIONS AS
AfMEN51ERED BY THE U.S DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH
AOMN6TRATON (OLSHA) THE STANDARDS SPECIFIED IN THE OSHA. RECMATU6
SMALL BE THE MINIMUM AILOWED ON THIS PROJECT. IT SCULL BE THE RESPONSIBILITY
OF THE CONTACTOR TO DESIGN AND INSTAL AIEOUATE TRENCH SAFETY SYSTEMS FOR
ALL TRENCHES DEAMITED ON THIS PROJECT.
6 BEFORE BEORANNG CONSTRUCTION THE CONTRACTOR SHALL FURNISH TO THE CITY
FOR APPROVAL A TRENCH SAFETY PLAN FOR THIS PROJECT. THE TRENCH SAFDY PLAN PART OF LOT 14. STAR ADDITION
MUST BE PREPARED AND SOLED BY A F4IOFM04AL FNGNEFT REGISTERED N THE HOUSING 0J*IORTY OF THE CITY OF GRAPEVINE
STATE OF TEXAS. IN ADDITION. AL TRENCH SAFETY SYSTEMS UTILIZED N THIS PROJECT VCAIME 4.417. PAGE 462
MJSI BE DESIGNED BY A PROFESSIONAL ENGINEER FEW, EREO IN THE SATE OF TEXAS.
THE CONTRACTOR SHA L BE TOTALLY RESFONSHIE FOR THE SUETY OF ALL PERSONS ZONED GU
INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. (GOVERNMENT ENT USE)
7, CONTRACTOR SHALL VER FY ALL DOSING INVERTS AND RIM ELEVATIONS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER OF ANY VARIANCES.
B THE COMRACEOR SHALL BE RESPONSIBLE FOR GUMMING ING THE NOTICE OF INTENT
(N.O.L) AND NOTICE OF TERMINATION (N.O.T.) TO THE EPA
9. THERE ARE NO 0851RUC IONS/SIGNS LOCATED WNTDN THE VISIBILITY TRAW.E5 PER CITY
S[NDADS
F1 000 PLAIN DESIGNATION -
SO DESCRIBED PROPERTY 6 LOCATED WIM AN AREA HAWNG A ZONE DESIGNATION 'X' BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY (FOMA). ON FLOOD INSURADE RATE MAP No. 48439C0105K WITH EFFECTIVE DUE OF SEPIEMBER 25.
2DO9, FOR LCONMUNITY PANEL N. 48051A IN TARRANT COUNTG STATE OF TEXAS. WHICH 6 THE CURRENT FLOOD
INSURANCE RATE MAPS FOR THE COMMUNITY N WINCH SAID PREMISES 6 SITUATED.
THIS FLOOD SfAMIEM SHALL NOT CREATE UABJUIY ON THE PART OF THE SUINEMR.
THIS PROJECT 6 LOCATED N THE MOREHEAD BRANCH STREAM IDGL SUB -WATERSHED MID TFE
PROJECT WILL DISTURB LESS THAN 1 ACRE OF LAND.
sLrr.a.L�aRE P.1�^ID IARa:
YONUAENT IB (FAR)
15' ALUMINUM ROD WITH CAP SET 05' BELOW ACCESS COVER. ACCESS COVER 6 STAMPED CITY OF GIMPEWNE,
MONUMENT Jr. MONUMENT 6 L.ODUED APPROXILA7ELY 1D0 FEET EAST OF THE 1IMMECTION O AWN STREET AND
MUNICIPAL BWLLVAD N GRASS MEDIAN.
ELEVATION=M97' (NGVD 1229)
SITE,
TOP OF SANITARY SEWER MANHOLE FOUND 27 FEET NORTH OF THE SOUTH RIGHTY-OF-WAY UNE OF NORTHWEST
HIGHWAY APPROXIMATELY 10 WEST OF THE PROPERTY LINE FOR THE SITE.
ENLYATIO".823.3Y (MAVD88)
N
W E
TWTNf•: S LOW AI OF Au 0611M unms MIN TIE IYtlAWN
fa m,NE sowr Ns CT1aT OWW IN aNl WWIOAIElY
0 DL OF D* oW toID - S 1110 HIl 07KAY.TA
10 5 0 10 20 25 _ ' APO OEM VMM Pon M'0
SCALE IN FEET L-� Mwi NMru¢ tlWv u t1eA�awl DP��L�' TIE
TOPE TIM Cer�H'a* of RagistmtioA NO. F-002M TBPLS Fkm d Re*trar*n No. 1004200
COPYRIGNT Tjry 2021, BY HENNESSEY ENGINEERING, ;NC.
ADJOINING PROPERTY
6' TALL
META FENCE
ARCHITECT: GARY SKOTHCO
PH 214ABA442
OWL gc pk°McMOgow1.
CITY OF GRAPEVINE
ERICA WRONNIC, AICA
PH 817.410.3155
OWL enlvoMi40grapevVateANN.gpv
BEING ALL BLOCK A OF THE DALTON ADDIRIDN, AH ADDITION TO
THE CITY OF GRAPEVINE BY TIE MAP OR PUT THEREOF RECORDED
WEST NORTHWEST
HIGHWAY
IN VOLUME 388 119. PAN el, MAP RELOADS rARRAN uN LroY,
_ - TEXAS.
-_-----_-_-_-_-_-_-_-_-_-_---_-_-_-_ N
(100' FLOW.)
Approved with the following conditions:
APPARENT CENTERLINE
APPARENT
1) The 20-foot pole sign is restricted to eastern side of
the
front yard of Block A, Dalton Addition, Ordinance N
.
SAWCNT AND REMME
WEST PORTION OF EXISTING W
22-005 and meeting all applicable setback requireme
s
REPLACE WADI DRIVEWAY
ro CITY STNDARDS (SECTION 20-44)
for signs in Sec. 60 of the Zoning Ordinance.
REPLACE CURBING CITY AND 5' WIDE
TO CRY OF
N�}11 � �� RAws
PER CITY of GAMINE
S
INSTALL BARRIER FREE RAMPS
2) No lights, lighting fixtures or lighting methods sha
g g g g g
be
GRAPEVINE
GRAPEVINE STANDARDS
AND TA5 REOUREMDi15.
Al 1EEOODUIEDµ
PER Litt O CAACol
AND EO SEANOANDS
A5 RFOUOED __
REPAIR CURBING DI
DOSING SHARED DRNETIE
MEDIAN ro CITY OF GRAPEVINE
50.0'
used within Block A, Dalton Addition to illuminate t
es
STUDS'
on -site.
• l--�.• B22S'
Mo NSU1L COMING /% DRIVEWAY APPRO
15~WIOE MLM {1 tA"'-wNEXIISLOT DRAMI '
TDCAE AND USE EXISTING
METER UNE TD BUILDING.W.
-
LANDSCAPE 0
62322'
TilNGNESS/EGRESS
TOP
EXISTING E WARY SEWER
CURB
L3a'
2500
623.69'r
/
LNG
e
-----
� I NC;. PAAgNG
-- - --- -
�� ; INROPOSED
-
- -----------Nr- -----
�iPFN SPACE/NO PAa(ING) ------y---
/
GEOTEXTUE WITH GRABCLEANOUT
EXISTING HORESS/EGRE55 /
'�'Tn BE REMOVED AND LANDSCAPING
W
6
�.
25' BULDINC UNE
117'
BACK A ETOSTINO
TO BE REl4T .
.IStI"f °823.76'
/
CE
EXISTING DALTON D WH ADDITION
OIL BUILDING VOLUME 388-11), PATE III
T
NEVI
17,168 90. FT. OR 0.394 ACRE
24.
-
BFC.
JDA DRUG DALTON, JFANNE DALTON CFEAFAII, AND
HICAFL LYNN DALTON, INDI DUALLY, IN EQUAL SNARES, AS
t
THEIR SOLE AND SEPARATE UNONDED PROPERTY INTERESTS
(l
IIpiRWFM Nn 2210=1
ZONED HC
(MAY COYYERDA 061PoCT)
1
1
f
_
LOW RETWA E L
OONORIGEIE WALL
NEW ADDITION
624
DOSING 18'
VDT 1-R BLOCK 13
STARR ADDITION
VOUNE 386-182, PAGE 27
ZONED NO
(HIGHWAY COMMERICAL DISTINCT)
DOS11INIC PAR"
DOSING FIE HYDRANT
THIS PROJECT 15 LOCATED N THE YOIEHFAD BRANCH STREAM
LOCAL SUB-WAIiFSHEJ AND THE PROECT WILL DISIM LESS
THAN 1 AGE OF LAD.
BRACE PORCH E �*lY
f #( � E785THNG BNIDID
WALKWAY & J1 ° 624.54' 6 Cp
624.94'O'3 MONITORING OF
Wal.
r TALL Q4 10 a�
NC WOODEN PER E
..9. 624.44'
1) j)
4y' \•Y 624.76 I + 624.3; b
COVEREDPARIONG
.Do HSTALL HANDICAP ' 15.50
\ PARKING. !d E f
GRADE PAVING To DRAIN PER TAS RECRa6A
4�. AT t% MINIMAL SLOPE 1.8 % MAX SLOPE ALL DIKOWAS PETER HEN NFSM
TRANSITION CUABINfi%R RAIPINO f
A 240E N� / %24.85' �'�' 625.05' 1L18tLAA° JY
GRADE PAVING TO DRAIN qMA�.
n A,, ,�`A: 1% MNM4L AD�o - THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY:
U f ` PETER HENNESSEY, P.E 33295 ON DECEMBER 20. 2021.
U7
/ 1j 50/ 0625.05 / ' C45E NAME: DALTON GL ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
I CASE NUMBER: CU22-M/PD22-02
j25.15 NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE
LOCA7KNE 32J WEST NORTHWEST NGHWAY UNDER THE TEXAS ENGINEERING PRACTICE ACT.
} t6. _ la ao j I I DATE: -
1 �, � }3gyqq : SHEET 4 of
�` +^g c PUANHIYC AND ZONING COMMON /` 12.2721 TENSED PER C.V COMMENTS. _
- DATE: PRELIMINARY GRADING & UTILITIES
BLOCK A. DALTON ADDITION
-- f0' IANDYtNAPE �BIFT�4. ,� TIRE FOCT CURB CHAT ��. THREE FOOT WRB CUT SHEFJ__4_ OF
FOR COINAGE FGR oPUHAGE 323 W. NORTHWEST HIGHWAY
HENNESSEY ENGINEERING, INC.
APPROVAL CO DOS NO AU0T0)aZE PINY WORK 1417 W. NCH. MINE ROD, CARR)U.TOH
N CONING WITH ANY GOOFS OR
TEM. 7WOM (MM-24S-M478) hmw4t0oe4om
d O N89.55'00"W 116. I D DNw+Gs
L 1 PAW OF
LOT
1 , TARPAM B ADDITION �IK DEM 1 rO� � DEPA(TMENT 0P DMOPMENE SUMCES GRAPEVINE, TEXAS
1 map WC i264035173 I DESIGN DRAWN DATE SCALE NEJTES I FILE N0.
1 (HGFRAY COMMERCIAL oos Ico H-E I JB IOM.21 1'-10' 1 J210B.106 I C l
MI'AA/Y MAP
n� BROOK + .
N WT--
--ft— UD.RY POLE /GUY CORE/0YEM[AD LINE
:� FIRE HYDRANT
MANHOLE
WATER METER
LIGHT POLL
OCO GAS LEER
OAS LINE
PRE -DEVELOPED DRAINAGE AREAS
SCALE I • - 20'
PRE -DEVELOPED HYDRAULIC CALCULATIONS a= CfM-A
Lc C
'�
MU
(ACMES) MN. COEF.
RUrxx�
Iw I m Q1a Gm
ORANS
TIT
A
0.394 10 0.9
8!8 3.15
NW HWf
B
0.5m
15 0.4 i
e 88
2.01
NW
C
0.064
15 OA
' 6.8a
0.23
WEST
- .r
L 11A23
AI.,
_.i ..
_ 5.39. 1
ALONG
�— A47r M SCALE
MMSCO 127M
1�
I
N
I '
I
I /
En
y
l�
1
N�
��
t �P
/
1 �
i
f1)
14
I
i
GENERA. NOTES /
\
I
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THIS PLAIN, CITY STANDARDS, AND
N.C.T.C.O.G SPECIFICATIONS FOR PUBLIC WORKS.
2, BAWaCADIND, TRAFFIC CONTROL. AND PROJECT SIGNS SHALL CONFYRM TO iElUS
DEPARTMENT OF TRANSPORTATION- MWUAL DN UNIFORM TRAFFIC CONTROL DMCES'.
/
3 IT isTHECONr A:ToR•S RESPosa IEfi' TO Natty THE any- ARD OWNERS
REPRESENTATIVE 48 HORS PRIOR TO BEGINNING CONSIRUC110N.
/
4. 0 IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT PUBLIC UTIJTY COMPANIES FOR
FEND LOCATON OF CONTRACT UTIUTIES BEFORE C04STRUCFION BEGINS.
5. TRENCH SAFETY SYSIE•AS SHALL BE PROVIDED BY THE CONTRACTOR AS PROVIDED IN
AMA
SUBPART P - EXCAVATION, TRO O44G AND SHORING, PART 1926 C THE CODE OF
FEDERAL REGULATIONS WHIC DESCRIBES SAFETY AIID WALIN REGULATIONS AS
HDEPARTUENT
VJ
LA
ADMINISTERED BY THE UA LABOR OCCUPATIONAL SAFETY AND HEALTH
\
ADMINISTRATION (O.S.FTA) THE STANDARDS SPECIFIED BY THE O.SAA REGULATIONS
t
\ I � f j
BE THE MINICTORJT AESIGND ON THIS PROJECT. ET SFULE BE THE TIES STEMS M
OF THE
OF THE CONTRACTOR i0 U61CN AND INSTAll ADEQUATE TRENCH SAFELY SYSTEMS MR
\ I �/
��N �'1 /
,���� I��I�Y MAN
AL TRENCHES EXCAVATED ON THIS PROJECT.
1V��`�I�
1 I Y
1 /lam
6. BEFORE BECRMNMG CONSTRICTION, ME CONTRACTOR SHALL FUINNISH TO THE CTIY
FOR APPROVAL A TRENCH SAFETY PUN FOR THIS PROJECT. THE TRENCH SAFELY PIk4
02=Mm AIMNA6 N M AFIk COMIC! 9"1 FRED
ME UXAWII OF ALL DZIP0 UP50 Mn M PPXW �
MUST BE PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
Prom To M I ma or COUR I■ RO RIML "A M I
BIONMt a ARV oo.w:rs oawVtRm, pa4mrooR
Rf5P01dBIE UNIR
STATE OF TEXAS. IN ADDITION, ALL TRENCH SAFETY SYSTEMS UTEIZED IN THIS PROJECT
MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STALE OF TEXAS.
20 10 0 20
40
50 a WOEYA4MAG woa
19MM FmNe unms (4MM OR M
rNVOLVED
THE COKMK70R SWll. BE TOTALLY RESPON98LE FOR THE SAFETY OF ALL PERSONS
SCALE IN FEET
gtexEISAnTAAa
M � �
IN THE CONSTRUCTION OF THIS PROJECT.
(CON
yy nd A aw E Yt6
7 CONTRACTOR SHA10 NOMTNY ALL
NEER OF NV MAM WFCERIM ELEVATIONS PRIOR TO
IIC8 ENGEXISTING
THE CONMCTDR LBE RESPNSIBLE SUBMMIING THE NOTICE C INTENT
(NLOM) AM NOTICOF TERMINAATION (N' O.T�O THE EPA
9. TIERE ARE NO OBS1RUC110NS/SGSIS LOCATED WITHIN THE VISIBILITY TRMAILXES PER MY
STANDARDS.
TBPE Firm Cer�f a of RegbtVioEn N0. F-OON56 TBPLS Frm of Regietrction No. 1004200
COPYRIGHT Tp 2021, BY HENNESSEY ENGINEERING, INC.
POST -DEVELOPED DRAINAGE AREAS
SCALE 1' - 20'
DEVETOPED HYDRAULIC CALCU ATIOHS a= CFC•IVA
AREA I Ic 'C' INTENSITY RUNOFF
L'EA ((ACRES) MIN.
COFF- Iw Iwo Ow 4
0.324 10 O9 8A8 _� 1
7..99
NW HWY
MW HWY
STALE.
WEST
ALONG
WALL ST
^g I
b j
s'� i ,� ir' ■IEF'I EI'Tr i i i i �i gg■
�Ly9
FLOOD PION DESIGNATION
gqG 3ip
SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA
g ��
HAVING A ZONE OESIGNATION 'X' BY THE FEDERAL EMERGENCY
€
MANAGEMENT AGENCY TEMA), ON FLOOD INSURANCE RATE
`
MAP No, 48439COVOSK' MATH EFFECTIVE DATE OF SEPTEMBER
9
25, 2009,-FGR COMMUNITY PANEL No. 480598, IN TARRANT
COUNTY, STATE OF TEXAS. WHICH IS THE CURRENT FLOOD
INSURANCE RATE MAPS FOR THE COMMUNITY IN WHICH SAID
PROMISES S SITUATED.
THIS FLOOD STATEMENT SOW. NOT CREATE LABILITY ON THE
PART OF THE SURVEYOR.
CITY OF CRAPFVHE P
MONUMFM p (FAIR)
15' ALUMINUM ROD WTM CAP SET 0.5' BELOW ACCESS
WAR ACCESS COVER IS STAMPED 'CRY OF GRAPEVINE.
MONUMENT j8'. MONUMENT IS LOCATED APPROXIMATELY
100 FEET FAST OF THE INTERSECTION OF MAN STREET
AND MUNICIPAL BOULEVARD IN GLASS MEDIAN
ELEVATIONw53 G7' (NM 1929)
SITE BEKHMARK,
TOP OF SANITARY SEWER MANHOLE POUND 27 FEET NORTH
OF THE SOUTH RIGHT-DF-WAY UNE OF NDRWWM
HKHWAY APPRODMAIELY 10 WEST DF THE PROPERTY LINE
FOR THE SITE.
EUEWTIDN_623.33' (HAMM)
CITY OF GRAPEVINE
ERICA YAROHNIC, AICP
PH 817.440,3155
EMAIL emorahricOgraPer.mtaom.gTry
ARCHITECT., CAJTY SKOTNNOO
PH 214A1MS02
EMAIL goryPkotkk4gmai1.com
CASE NNE! DALTON OIL
CASE NUMBER: CU22-OS/P022-02
LOCATION, 323 WEST NORTHW, HIGHWAY
MAYOR SECRETARY
DATE
PLANNING AND Z04K COMMISSION
DATE:
VHET_5__
4W-RCKAt DOES Nit 4011`7PIIE AM WDI
IN ownKi WIN AN, CW_ OA
OPcwAxcES
DEPARNMEI,T OF DEW-SWNT STRNLES
BEING ALL BLOCK A OF THE DALTON ADO ON, AN ADDITION TO THE
CITY OF GFMBAE BY THE MM OR PUT THEREOF RECORDED IN
VOLUME 3M-119, PAGE 81, MAP REOM, TARRAH COUNTY,
few.
I
THIS PROJECT IS LOCATED IN THE MORINE40 BRANCH STREAM
LOCAL SUB -WATERSHED AND THE PROJECT WILL DISTURB LESS
THAN 1 ACRE OF LAND.
Annroved with the following condition
1) The 20-foot pole sign is restricted to
side of the front yard of Block A, Dalto,
Addition, between the existing canopy
access drive, as depicted on the site pla)
Exhibit "A" of Ordinance No. 22-005 ai
meeting all applicable setback requirerr
signs in Sec. 60 of the Zoning Ordinan(
2) No lights, lighting fixtures or lightin
shall be used within Block A, Dalton
Addition to illuminate trees on -site.
PFIER HERNFS4EY
aria
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY.
PETER HENNESSEY, P.E. 33295 ON DECEMBER 20, 2021.
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE
UNDER THE TEXAS ENGINEERING PRACTICE. ACT.
SHEET 5 O C
AREA DRAINAGE
BLOCK A. DALTON ADDITION
323 W. NORTIIREST HIGHWAY
HENNESSEY ENGINEERING, INC.
t 417 W. AWN, ".AIDE T00, C AMOLLTON,
TOLLS, 75W5 (RN2-245-s47$O a,: S2owl.w
DATE SCALE I NOH5 FILE I NO.
0.25.21 J2106AD6 c9
ad the
of
1
nts for
methods
WEST NORTHWEST HIGHWAY
_-______ 822.59 CIR�Taw.) -_-_ 622D1 6229}•
APPARENT CENTERU NE
r -- 51213-
AMr -
scE�E
INSTALL
IT
MAPSCO 127M
INLET
UTILITY POLE IGUY WY�/OYGHE/D LINE dl -162 PROTECTION O
•F FIRE H1)RAVIT
9lFT
u F"'
S2221' tw
MANHOLE
6C 1.
WATER METER
622.38
6225
}`T®W
EXLSTING 18' WATER LINE
LIGHT POLE
Cr»nNG 1
000 GAS METER
<�.EXLSRNG H;FW
AF WUWTELT�21' FFFT M£JT r--g622,gg `
��
EXISTING NGRESS CRDS_ 5�2t
GAS LINE
OF NW CCA R.
%24.64' Ali SPOT GRADES SHIM
OWN
622
2' 617
ARE EXISTING.
(REF)
10 DO
NOTE i
E05D : 8' WAN ARY SEWER
EXLSDNC
MEASUREMENTS ARE TO BACK OF CURB.
-
-
EROSION DOK[RDL NOTES,
I
DD51AG 6' SERER TOP
1. ALL EROSION AND SEDIMENT CONTROL CONSTRUCTION SWU CONFORM TO THE STATE STANDARDS AND SPECIFICATIONS,
AND SHALL BE WIALED N PROPER SECUE'NCF AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. THE
%$A18TARY
I
15
CONTRACTOR SHALL 8E RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT (N.01) AND NOME OF TERMINATION (N.O.T.) TO
£
EXISTING 18 UK r Y
2 EXhING IEGRE55 CONNECTS TO AVIAN
J^ _D05TNG SLOT DEAN
I � �� -> "r 1283 FY
9 '0 ' A�
62. •89'} TEMPORARY
y CONSTRUCTION ENTRAFCE I
EKISONG 8' SANITARY SERVER b2
B• fKCORANElHISTDRICN. 623.58' . .
GAS U
00
(OPEN SPACE/NO PARKWC)
f i 1
THE TEXAS COMMISSION ON ENYIROMIENGL OUATIY'.
I
-
_S?4 25' BURDW LINE
2. ALL SDIL EROSION AND SEDBBNT CONTROL PRACTICES WILL BE wSEALED N ACCORDANCE WITH NG.r.C.o.G. SPECS 3.12
623.844'EROSION
& SEDIMENTATION CONTROL GUIDEVNE% AND WILL BE N PROPER SEQUENCE AMID MAINTAINED UNTIL
/.
OXADDI
PERMANENT PROTECTION IS ESTABLISHED TO MEET COUNTY STANDARDS.
{.64
` / � EXISTING DALTON DLLTWI ION
3. CONTRACTOR SHALL WALL SILT FENCE, PEA GRAVEL BAC DIKE AND INLET PROTECDWI AS SHOWN AND AS REQUESTED BY IQ
BUILDING
FORM CONSTRUCTION TRAILER VOLUME 386-719, PACE B,
OWNEn ENGINEER OR COUNTY F ADDITIONAL EROSION PROTECTION IS NEEDED. •X�"
�CNNN22E�WWWMETER
USE DURING CONSTRUCTION 17.168 SO. FT. OR 0.394 ACRES
4. ALL RAVED STREETS SI,NRQLDNC THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES. NO MUD ACCUMULATION MU BE
JOEL CRAG DLLTON. JEANE DALTON C EATHAM, AND
(
ALLOWED N PUBLIC STREETS A CRUSHED STONE, VEHICLE WHEEL MIA" BLANKET WILL BE INSTALLED WHEREVER A
!
ALAI
MICHAE. LYNN O&TON, PDIVIOUALLY, IN EQUAL SHARES, AS
CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED RUMMY. SAID BLANKET WILL BE COMPOSED OF 6'-8' THICK CRUSHED
THEIR SCLE AND SEPARATE UNDIVIDED PROPERTY INTERESTS
STONE (N.TC.O.O TIEN 2.1.&(8) -I= FOR FOUNDATKNY) AND BE AT LEAST 15 FEET WIDE BY 50 FEET LONG.
INSTRUMENT ND 221052521
5. AL SMI ENENION STRUCDFS WILL BE RSPECTED AND MAINTAINED ON A REGULAR BASS DURNG CN61RUCMN TO
ANY 8LOCI0Mi5 FROM AGCNJutLARED SEDIMENT ADDITIONAL ELISION BARRIERS MAY RE REQUIREDDIAtwG
(HIGHWAYZCOCOYNEDERUMUAL DISTRICT)
CONSTRUCTION AS SPECIFIED BY ENGINEER OR COUNTY INSPECTOR.
CJ42,'
6. INSTALL SILT CONTROL FENCE FABRIC WITH 2'X 2'X 4' STAKES AT 6' ON CENTER WITH 2 X )/Y LATHES TO ATTACH THE 5 s
FABRIC TO THE STAO:S IDCJOE SILT CONTROL FENCE TO MINIMIZE SURFACE SON EROSION.
o 7FILTER FABRIC TO BE BEL7ECH 751 OR APPROVED E'O,ML AND INSTATED N ACCORDANCE WITH YANUFALTURER'S NEW ADDITION
RkiaETDATDNS /fJJJJ 1
1
8. THE SITE STALL AT ALL DIES BE GRADED AND MAINTAINED SUCH THAT ALL STORY WATER RUN OFF ISDIVERTED TO SOIL i 1
EROSION AND SEDIMENT CONTROL FACITTIM. 1 p�rvunrx•u
9. CONTRACTOR SIWl INSTAL PPE COVER OR FILTER MATERIAL OVER THE END OF STORM SNEER PIPE IMMEDIATELY AFTER + I J
INSTALLATION OF PPE AND PRIOR TO CONSTRUCTION OF INLETBOX AND INLET PROTECTION.r 1 /
10. CONTRACTOR SHALL ENSURE THAT. DUE 70 ANY STOPPAGE N CONSTRUCTION, ALL EKPO= ENDS O STORM SEWERS ARE
� o
WAL KW'k
COVERED WITH ACCEPTABLE NATERNL THAT WILL PREVENT SEDIMENT FROM ENTERING SYSTEM.
�
CD
624.W' °
11. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS AND NOT SUBJECT TD
CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A HFIDROMUICH SEED14 WITH A MIXTURE OF BERNJM AND RYE GRASS
6
k'
CONFORMING TO TEXAS NOW WAY DEPARTMENT 1995 STANDARDS.
Lo -7 TALL
12. ALL SWORN DRAINAGE OUTLETS WILL BE STABILIZED BEFORE THE DISCHARGE POINTS BECOME OPERADONA., DUE TO ANY
O
C
Yt000a E )
UNf i _.5C
STOPPAGE IN fOFSTRIICTION OR AT CWLFnON OF LINE, CONTACTOR SALL INSTALL 1/2' PLYWOOD OVER FWD OF PIPE AND 1
BU5(F1LL TO SECURELY FOLD N PLACE 10 PREVENT SEDIMENTFORM ENTEUNG PPEOF61
•TE
\ '
624.756 K
`_-
13. ALL MO105ED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE E AFTER SUBGRADE PREPARED.
a
f COVERED PARKING
14. STOCII AR NOT TO BE LOCATED WPM 50 FEET OFA FLOCOPWN, SLOPE, ROADWAY OR DRAINAGE FACILITY. THE
tO.W-?
RAff OF ALL STODIP E5 SHOULD BE PROTWEED BY A PEA GRAVEL BAG BARRIER OR SEDIMENT FENCE j
-P6.00
15. THE MAXIMUM SIDE SLOPES OF AL EXPOSED SURFACES SHAU NOT EXCEED 3:1 UNLESS OTHERWISE APPROVED BY THE /
COUNTY, ARMING PROPERTY_
29
16. EXISTING TREES SHALL BE PRESERVED W4EREVER POSSIBLE. ALL FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH. 6 TALL
METAL FENCE
• -
TIMBER. LOGS. VEGETATIVE NATTER AM STUMPS N AMOUNTS THAT WILL BE DETRIMENTAL N CONSTRUCTING STABILE FILLS.
17. ROCK RIP --RAP SMALL BE INSTALLED IN ACCORDANCE WITH TEXAS HIG MAY DEPARTMENT 1995 SPECIRGTII THE
MINIMUM THICKNESS OF RP -RAP UNNC BALL BE 12'. STONE SIZES SHALL VARY FROM 6' TO 8' N DVAETER.
18. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEGMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT
GROWTH OF GROUND COVER TO PNEYFM HURTER EROSION
.
rW.15 I
N
_ \\wIM
IR E
%�
INSTALL TREE
W4rlIIA E LOW NGFFS N 1kF - fAVW1n }AIL M 7�
4 WAEY 111E LWOaaA 1X YL 0¢.1No AWn6s rix nF NIALlA
PROTECTION
S'
rAaL T° TIE sWWr 1F mWSMA21an "° SAIL tuLW1°0.r
TIolsio om Id wcMe
LaI' ON FM OWr w UTILITY
B IF7UNSW F011 WOOWMY uiUM IF{DWRIN
AS NEEDED.
-i
-
10 5 . .... _ -_.2
(.'10
O
'^a INfi15SNt' uo mOnCTWw DmWc It U X & M tWe Tar
OR N
F MW DOSING UUB AIN MYIOEA THE = WretaW
20 25 /'
ARCHITECT: GARY SKOINICKI
PH 214.M.844
EMAA goryAlwtricNHigmoi.com
i
SCALE IN FEET
CITY OF GRAPEVINE
QOCA MNEONIC, AN7
PH 877.410.3155
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TWE IT" Ct9kcte M Ro9ishvWn W.
F-002956 TOPS FM of Regi:LmUon No. 10042W
FOWL emarahnicOgropevinelum.9pv
COPYRIGHT 2021, BY HENNESSEY
ENGINEERING, INC.
31
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PART O LOT 14. STAIR ADDITION CTIO
VOLUME 5TO. PAGE 582 = if.
ZONED HC l',f20-
(HKGIW'AY COMYERCNL DIS�UCT)
10' LANDSCAPE BUFFER N�
BUNG ALL BLOCK A OF THE DAL70N ADDITION, AN ADDITION TO
THE CITY OF GRAPEVINE BY THE MAP OR PLAT THEREOF RECORDED
N VOLUME 388-119, PAGE 81, MAP RECORDS, TARRANT COUNTY,
TEM
EXIM 1B' TR LINE
1/2-LRF. _ E>DS4JG SL
UOT _ITN f f
(NIT m EXISTING FIRE HYDRANT
Approved with the following conditions:
1) The 20-foot pole sign is restricted to east)
IrIO PARING
front yard of Block A, Dalton Addition, t
existing canopy and the access drive, as d
site plan of Exhibit "A" of Ordinance No.
meeting all applicable setback requiremel
CONCRETE WASHOUT
STATiON
Sec. 60 of the Zoning Ordinance.
10fsr;� A BLOCK t3
2) No lights, lighting fixtures or lighting me
VOLUME 388-IOZ PAGE 27
used within Block A, Dalton
ZONED �
(HIGMgY NWEHCUL DISTRICT)
Addition to illuminate trees on -site.
INSTALL SILT FENCE
LOW 1-2' TALL
CONCRETE COAL
EDSTNG BUILDING
CASE NAME: DAION ON
CASE NUMBER CU22 OS/PO22 02
LOCADON:321 WEST NOROFWES' HIGHWAY
MAYOR SECRETARY'
'((( DATE: _
PLANNING AND ZONING COMMISSION
DATE:
` SHEET-6_ OF -8-
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONRICT VIDM ANY CODES OR
ORDINANCES
DEPARTMENT O DEVFIAPMEM SERVICES
THIS PROJECT IS LOCATED IN THE MOREHEAD BRANCH STREAM
LOCAL SUB -WATERSHED AND THE PROJECT WEL DISTURB LESS
TRAIN 1 ACRE OF
4c r
PFTEW N�Y6i>tY
a710M
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY:
PETER HENNESSEY, P.E. 33295 ON DECEMBER 21. 2021.
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE
UNDER THE TEXAS ENGINEERING PRACTICE ACT,
SHEET 6 OF 8
323 W. NORTHWEST HIGHWAY
HENNESSEY ENGINEERING, INC.
1417 W. MIN. SUITE IM. CARIOLLTON.
TMAS. 750H (972-24!I W"16) MnanW2p9ol.c°m
GRAPEVINE, TEXAS
DATE I SCALE I NOTES I FILE I NO.
2.21.21 V=10• 1 1 J2106.106 1 C3
side of the
Teen the
cted on the
•005 and
for signs in
shall be
4
AREA OF SOEWWIK
TO BE REPLACED
-COLD MIX
ASPHALT
TRANSTKN
15' WIDTH _._....... __...._..._. GOD MOI
ASPHALT
12' MN. TRANSITION DOSTNNG XNADEJ J 7i
ALTER FARBG /
5'-7' STONE OR RECYCLED CONCRETE FREE /' PAVED SURFACE
OF RENF RCEWENT STEEL AND TRASK
3' 10 5' DIA AGGREGATE 10 BE INSTALLED
ON ALL SURFACES TO BE USED FOR
PARKING M STAONO OF MA7MALS
SECTION A -A
NOTE:
1. INSTALL SAT nal" CONSTRUCTION SAFETY FENCING OR SMUT BARKER ALONG
THE EXT TO DIRECT TRAFFIC INTO THE COT.
2 GRACE TO DRAIN AWAY FROM STABUZATION. PAVED SURFACES. AND TO MVENT
RUNOFF FROM LEAVING THE SITE
3 ANY 66STNG SIDEWALK AND CURB MT1N THE UNITS OF THE CONSTRUCTION
ENTRANCE SHALL BE REPLACED.
STABILI2FD CONSTRUCTION
ENTRANCE
STARIL17ED CONSTRUCTION ENTRANCE GENERAL NOTES:
1. STONE SHALL BE 3 TO 5 NCH DIAMETER COARSE AGGREGATE
2. THE THICKNESS SHALL NOT BE LESS THAN 12 INCHES
3. THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL
POINTS OF INGRESS OR EGRESS, 30' (MIN)L
4. WHEN NECESSARY. VEHICLES SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR 70 ENTRANCE ONTO A PUBLIC ROADWAY. WHEN
WASHING IS REWIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY
FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.
S. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED
SURFACES. THIS MAY REWIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONCTIONS DEMAND. ALL SEDIMENT
SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED
SURFACES MUST BE REMOVED IMMEDIATELY.
& THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE
A DRAINAGE SWAL TO PREVENT RUNOFF FROM LEAVING THE
CONSTRUCTION SITE
7. PREVENT SHORTCUTTING OF THE FULL LENGTH OF THE
CONSTRUCTION ENTRANCE BY INSTALLING BARRIERS AS
NECESSARY.
8. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP.
STABILIZED CONSTRUCTION
ENTRANCE NOTES
FABRIC IM-N
SDT Ft91Q (NTH HE1OR 24'
ABOVE OOSi. RipNO)
4 LENGTHINN*) FENCE
POST MAX. IF SPACING.
101 OMMENT-1'
VARE MESH LIAONNG SUPPORT
40-111.400(1.4 MINIMUM
ALLOWABLE, TIP. CHAIN UNK
FENCE FABRIC IS ACCEPTABLE
ALIEY PAYING
/ AND/OR PUBLIC WALK
2' METAL POST
M' wA\ O 6' CENTERS
IY REOMM OFT -SET
O6TANCE
(Re NOTE a ON
SD-2YB)
STONE OVERFLOW STRUCTURE
NOTE:
STONE OVERFLOW STRUCTURES OF OTHER OUTLET CONTROL DEVICES SHALL BE INSTALLED
AT ALL LOW POINTS ALONG THE FENCE AT A MINIMUM OF EVERY 30D FEET.
Ln'11Yi23lra1
1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON
A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE
POST MUST BE EMBEDDED A MINIMUM OF 1 FOOT. STEEL POSTS
ARE REQUIRED W/ PLASTIC CAPS.
2 THE TOE OF THE SILT FENCE SHALL BE TRENCHED N WITH A
SPADE OR MECHANICAL TRENCHER. SO THAT THE DOWNSLOPE
FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE
OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (E.G,
PAVEMENT WEIGHT FABRIC FLAP WITH ROCK ON UPHILL BIDE TO
PREVENT FLOW FROM SEEPING UNDER FENCE.
3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND B
INCHES WADE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID
IN THE GROUND AND BACOILLED WITH COMPACTED MATERIAL
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT
POST OR M WARE BACKING. WHICH IN TURN IS ATTACHED TO THE
FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY
FASTENED WHERE ENDS OF FABRIC MEET.
5. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
6, SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS
ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS
EMPLOYED.
7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A
DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE
DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS
TO NOT CONTRIBUTE TO ADDITIONAL SH_TARON.
8. SILT FENCE SHALL BE SET BACK A MINIMUM DISTANCE OF IS*
FROM ALL TOWN SIDEWALKS AND 3W FROM PAVED ALLEY(S). NO
SILT FENCE OR EROSION CONTROL DE-ACE/SYSTEM SHALL BE
INSTALLED IN AN EASEMENT. UNLESS PRIOR APPROVAL IS ISSUED
FROM TOWN.
9. IN THE EVENT OF A STRUCTURE DEMOLITION/RAZE, A PRE -DEMO
AND POST -DEMO EROSION CONTROL PLAN WILL BE REWIRED
PRIOR TO A DEMO PERMIT BEING ISSUED.
SILT FENCE NOTES
TRIPE Rrm Certificate of Reglstmtion No. F-002956
Dec 23, 2021-12:13pm C:\Users\HE010-1\Desktop\nw highwoy\J2106-106\civil\J2106-106 C3 EROSION CONTROL PLAN.dwg
Ir 30' (MIN.) FRIIUNCE -TI
EXISTING PAVED_
ROADWAY p ROADWAY
¢ OR DRIVEWAY
- AMXCO SILT SLOPE-�-���`p o o_ pro 0 0 0 0 o�-Y`o'o 0 0°0 0
/ SF28 FITTER FABRIC `p°oop cpop0000C, "- 'a00 Op _o-.p_ J
OR EQUAL ON WIRE
MESH BACKING
FILTER FABRIC SECTION y� RO DC E
ROCK COHSE
COMPACTED
BACKFTLL
EXISTING OR
FINISHED GRADE
6' K 6' TRENCH
4 FILTER FABRIC TO
iv 6^ EXTEND INTO TRENCH
EROSION CONTROL SILT FENQE
3 DETAIL
\DRAMlNw1DC-i 050E
r SILT FENCE FILTER
(---------, FABRIC PER DETAIL
CURB INLET I O
OPENING -- -----
o'
_II i
CURB INLET PRO TION PRIOR TQ. PAVNNG
DETAIL
\ORAKN65\ETA Ob02
RECORD OF CONSTRUCTION ACTIVITY
1. NSTA . SILT FENCE
2 INSTAL SVEIU ZED ENTRANCE
3. ESTABLISH CONPNYEM AREA
C CIFM STE, AS REWL@D
r. NSVIL NEW CONSRUCOON
6. REMOVE SII FENCE
-- 36 (MAN)
po. .000l
°r 12' THICK ROOK loos
3 COURSE I
p ON FILTER FABRIC a
pogo
PLAN VIEW
LENGTH - 30 FEET MINIMUM WHERE THE SOILS ARE SAN'TA OR CMVEIS. OR
50 FEET WHERE SOILS ARE CLAYS OR SLTS EXCEPT WHERE TRAVEL LENGTH
6 LESS THAN 30 OR 50 FEET RESPECTIVELY.
A STABBJZFD CWSTRICTJON ENTRANCE APPLIES TO POINTS OF CONSTRUCTION
INGRESS AND EGRESS WHERE SEDIMENT MAY BE TRACKED OR FLOW OFF
THE CONSTRUCTION ME
$TABI _lU_l QONSTRUCTT9N AC-M-5
DES
INSTALL MIRAR "ENVIROFENCE' FILTER
FABRIC OR APPROVED EQUAL OVER
INLET OPENING. EXTEND FABRIC
V-6"BEYOND OPENING ON EACH SIDE.
2'-6" /
PLACE SAND BAGS TIGHTLY
ENO TO END ALONG
PERIMETER OF FAWC -�
AND ADJACENT TO CURB
2'-6-
FINISHED PAVING - Yam'- FILTER FABRIC
'CURB
INLET
i
I I I I CURB _1NLEI._PROTECTION AFTER_ ILL P.QYIN
ROTE DETAIL
INSIALL SAFETY CONES. DICAVATION PROTECTION, SNORING. AND RMBNNG SONS IN
ACCORDANCE WITH THE CITY OF GRAPEVINE, TEXAS REDAAIIONS
ARCHITECT: GARY SKOTHICKi
PH AKAA1a.-
MAI. garysk*ich*g-lc
CITY OF GRAPEVINE
ERICA MAOHNIC. AJCP
PH 517.410.3155
EMAIL emamWc0yopevinetexae.9Pv
CASE NAME CALTON OIL
CASE NUMBER: CU22-OS/PD22-02
LOCATION:323 WES NORTHWEST HIGHWAY
MAYOR ._-.-SECRETARY
DATE
PLANNING AND Z(N14C COMMISSION !
DATE
SHEET-7- OF _8-
APPROVAL DOES NOT AITHDRIZE ANY WORK
N CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
EROSION CONTROL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL OO 0MICTION SHALL CONFORM TO THE STATE
STANDARDS AND SPECFICATONS, AND SULL BE NSTAL1fD IN PROPER SEQUENCE AND U49TAIRM
INTO. PERMANENT PROTECTION 6 ESTABLISHED. THE OONIRACTCR SHALL BE RESPONSIBLE FOR
SUBLITTTVG TFE NOTICE OF INTENT (N.OLL) A10 INDUCE OF TERMINATION (N.O.T.) TO THE TEXAS
COMMISSION ON DNFO W MAi QUALITY.
2. ALL SOL EROSION AND SEDIMENT CONTROL PRACTICES WIIL BE INSTALLED N ACCORDANCE WITH
N.C.T.CO.G. SPECS 3.12 EROSION R SFTXYEMATION CONTROL GUIDELINES, AND WILL BE INSTALLED
IN PROPER SUM" AND MABRNIED UHT& PERMAN NT PROTECTION IS ESTABLISHED TO MEET
COUNTY STA DARD&
3. CONTRACTOR SHALL PISTALL SLY FENCE, PEA OWL BAD OIKE AND INLET POT09M AS
SHOWN AND AS REQUESTED BY OVIER'S ENGINEER OR COUNTY F ADDITIONAL EROSION PROTECTION
6 NEIDED.
4. ALL PAYED STREETS SURROUNDING THE PROJECT SMALL BE KEPT CLEAN AT ALL TUE. NO MUD
AAC WLATION WILL BE ALLOWED N PUBLIC STREETS. A CRUSHED STONE, VEHICLE *EEL CLEARING
BLANKET WILL BE INSTALLED WHEREVER A CONSTR A71ION ACCESS ROAD INTERSECTS ANY PAVED
ROADWAY. SAID BLANKET WILL TE CONFO.SED OF C-1P THICK CRUSHED STONE (N.TS.O.G. ITEM
2.1.&(d) IROC1K FOR FOUNDATIONn AD BE AT LEAST 15 FELT WIDE BY 50 FEET LOW.
5. ALL SFDWIENTATDN SrRIAMRES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS
OUMAG CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL
EROSION BARBERS NAY SE REQUIRED BURIiG CONSTRUCTION AS SPECFIED BY ENlNEE.R OR
COUNTY INSPECTOR
S. NSTAL SILT CONTROL FENCE FABRIC WITH 2* X 2 X 4' STAKES AT 6' ON CENTER WITH 21A
I/2' lAIM TO ATTACH THE FABRIC TO THE STAKES. LOCATE SILT CONTROL FENCE TO MINNRE
SURFACE SOIL EROSION.
7. FILTER FABRIC 70 BE BELIECH 751 OR APPROVED EQUAL AND NSFMLED IN ACCORDANCE TAM
LLANUFACIURER'S RECOMMENIATIONS.
B. THE SITE SHALL AT ALL TOO BE WAD AND MAINTAINED SUCH TWAT ALL STORM WATER RUN
OF 6 DIVERTED TO SOIL EROSION MID SEDIMENT CONTROL FACIUDES.
9. CONM CMR WALL INSTALL PPE COVER OR FILTER MATERIAL OVER THE END OF STORM SEWER
PIPE NMEDATMY AFTER INSTALLATION OF PIPE AND PRIOR TO CONSTRUCTION OF NET BOX AND
DIET FROIECT N.
1O CONTACTOR SHALL OSJRE THAT, DUE TO ANY STOPPAGE N CONSTRUCTION, ALL EXPOSED
DO Of STOMA SEVERS NE COVERED WITH ACCEPTABLE MATERIAL THAT WILL PREVENT SEGMENT
FROM ENTERIXH SYSTEM.
11. ANY OESTAMEED AREA THAT WELL BE LEFT EXPOSED FOR MORE THAN MIT (60) DAYS AND NOT
SUE ECT TO COS 1MM NN TRAFFIC SMALL IMMEDIATELY RECEIVE A HYINOMULCH SEEDING VM A
MOCNRE OF B7MUDA AND RYE GRASS CONFORMING TO TEXAS HIGHWAY DEPARTMENT 1995
12. ALL STORM OUEUGE OUTLETS WILL BE STABILIZED BEFORE THE DISCHARGE POINTS BMW
OPERATIONAL. DUE 70 ANY STOPPAGE IN CONSTRICTION OR AT COMPLETION OF UNE. CONTRACTOR
SHALL INSTALL 1/2' PLYWOOD OAR ETD OF PPE AND SAWN L TO SECURELY HOD IN PULE TO
PREVENT SEDIMENT FORM ENIERNG PIPE
13. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUB(AAOE IS
PREPAED.
14. STOCKPILES AR NOT TO BE LOCATED WTRN 50 FEET OF A FLOOMM, SHAPE, ROADWAY OR
DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOIAD SE PROTECTED BY A PEA GRAVEL HAD
BARBER OR SEDIMENT FFTNCE.
15 THE MAXIMUM SIDE SLOPES OF ALL DPW SURFACES SHALL NOT EXCEED 3:1 UNLESS
OTHERWISE APPROVED BY THE COUNTY.
16. EXISTING TREES SIVL BE PRESERVED EPNEREVER POSSIBLE ALL FUL MATERIAL IS TO BE FREE
OF MUSH RUBBISH TIMBER. LOGS, VEKEATIVE MATTER AND SNAPS N AMOUNTS THAT WILL BE
OEfBMENTAL N CONSTRUCTING SOW FILLS.
17. ROC( RP -PAP SHALL BE INSTALLED IN ACCORDANCE WITH TTDM HIGHWAY DEPARTMENT 1995
SPDCDICATONS THE MINIMUM THICKNESS OF RIP -RAP UNNG SHALL SE 12'. STORE SIM SHALL
VARY FROM 6' TO 8' IN BUTTER.
18. CONTRACTOR SHALL AWK ALL INPORAR! DIDION AND SGMENT CONTROLS ONLY WHEN
THERE IS A SUFFICIENT GROWTH OF GROUND CMIIt TO PREVENT FURTHER EROSION.
GENERAL NOTES
1. ALL CONSTRUCTION TO BE N ACCORDANCE WITH THIS PUN. CITY STANDARDS, AND M-T.C.OD,
SPECFFIC GINS FOR PUBLIC WORKS.
2 BARRCADNCA TRAFFIC CONTROL, AND PROJECT SIGNS SMALL CONFORM TO 'TOMS DEPART" Of
TRANSPORTATION- MOM ON INFORM TRAFFIC CONTROL DE:VICW.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTFY THE CITY AND OWLET'S REPRF.SEMATIVE 48
HOURS PRIOR NT BEGINNING CONSTRUCTION.
4. IT IS THE CONTRACTORS RESPOWSIMITY TO CONTACT ROM UTILITY COMPANIES FOR FIELD LOCATION
OF DOM UTILITIES BEFORE CONSTRUCTION BEANS.
& TREN01 SAFETY S17M SHALL BE PROVIDED BY THE CONTRACTOR AS PROVIDED IN SUBPART P -
EXCAVARDN, TRENCHING AND SHORING, PART 1926 OF THE CODE OF FEDERAL REDU ATONS WHICH
DESCRIBES SAFETY AND HEALTH RMUU110NS AS ADMINISTERED BY THE U.S. DEPARTMENT OF LABOR
OCCPATON. SAFETY AND HEALTH ADMINISTRATION (OSHA) THE STANDARDS SPECIFIED BY THE OSHA
REGMAT06 SHALL BE THE MINIM ALLOWED ON THIS PROJECT. IT SHALL BE THE RESPO6191UTY OF
THE CONTRACTOR TO DESIGN AND INSTALL ADEQUATE TRENCH SAFETY SYSTDAS FOR
ALL TRENCHES DU ATED ON THIS PROJECT.
6. BEFORE BEGINNING CONSTRICTION, THE OWMACTOR SMALL FURNISH TO THE CITY FOR APPROVAL A
TRENCH SAEETY PUN FOR THIS PROJECT. THE TRENCH SAFETY PLAN MUST BE PREPARED AND SEALED
NIT A PROFESSIONAL E)dNNEER REGISTERED IN THE STATE OF TEXAS. IN ADOWN, ALL TRENCH SAFETY
SYSTEMS UTILIZED N THIS PROJECT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF TEXAS THE C'ONTWMR SMALL BE TOTALLY RESPONSIBLE FOR THE SAM OF ALL
PERSONS INNI.YED N THE OMMUCT04 OF TO PROJECT.
7. CONTRACTOR SHALL VERIFY Ali EXISTING WOO AND RM ELEVATIONS PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF AM VARIANCES.
8. THE CONTRACTOR SH AUL BE FOPMS81 FOR SUBMITTING THE NOTICE OF WENT (111,01) AND
NOTICE OF TERLINATION (HO.T.) TO THE EPA
9, THERE ARE NO 0&STBICTORS/SONS LOCATED WTHN THE VISIBEEFY TRIANGLES PER CITY STAMUMS.
SHEET 7 OF 7
FAY
INC.
1417 W. WTN, SUITE 100, CAMOULTON,
710(AS, 75OD6 (072-M-0476) he g2d--
JFx CNI DRAWN] DATE I SCALE I NOTES I FILE I NO.
J2106.106
NORTHWEST H I G HWAY
1 PUBLIC RIGHT OF WAY
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Approved with the following conditions: �. C� • rr
•-, Yt-•�r r r r « w r• r' r w r '• r w r r r• r' J• ' r. y.
1) The 20-foot pole sign is restricted to eastern •- r r• r r •• :• .• r « " •• r r• J• r r r r' r " " :• r r• rbryyyr {
side of the front and of Block A, Dalton = r " " '^^4 `• " r "• r. " ' r• ' • r• r " r' `' `" `' ` "m "
Yr J• :"• e, r l« r r r r w 1 r r •' !• J' r' rr @' :• • r r• r' r r
Addition, between the existing canopy and
°-��-r �- �� •,-�• J - .�, F�n1—
' r « I' r :' t « v «« Y` r f• J• •" r ••- V J r r r r I' r J' r r , r%;'
the access drive, as depicted on the site plan r_,
of Exhibit "A" of Ordinance No. 22-005 and xr,�,A.'.w� .-,r r.=ram .�,,rm �.,� rr• :V.
meeting all applicable setback requirements ^
for signs in Sec. 60 of the Zoning
Ordinance.
2) No lights, lighting fixtures or lighting
methods shall be used within Block A,
Dalton Addition to illuminate trees on -site.
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CASE NUMSER:
LOCATION'
MAYOR SECRETARY
DATE' .__
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET OF _
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
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ISSUE DATE
DECEMBER 3. 2021
REVISIONS
I cnv cmueNta t:/V/M
SHEET NO.
E1
SHEET B Of e
2" retainer
with additional _
2" open channel
for LED edge lighting
72u
SPECIFICATIONS:
D/S Cabinet on Pole sign (w/pole cover)
Illumination: White LED
Faces: Routed aluminum
Vinyl: First surface
Addtional: 1/4" Acrylic FCO
Cabinet Depth:18"
Retainers: 2"
Mounting: Pole (Depth TBD)
Sq. Ft: 36
Qty:1
Client: Mi Mututal
Location: 232 W NW I
Contact: Bob Duane
Email:
48"W saddle
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14" neck ! !
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24" bottom of cover
Sales: Curt
TX I Designer: Dawne
Contact #: 00"00-0000 1 Date:
Approval Signature:
oauane@mimutual.com
12/03/2021
White cabinet
/4" FCO white acrylic
Opaque vinyl
ish thru white acrylic
surface translucent
/4" FCO white acrylic
Approved with the following conditions:
1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition,
between the existing canopy and the access drive, as depicted on the site plan of Exhibit "A" of
Ordinance No. 22-005 and meeting all applicable setback requirements for signs in Sec. 60 of the
Zoning Ordinance.
2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton
Addition to illuminate trees on -site.
Illumination - Simulation Only
Colors:
Vinyl (Translucent/Opaque)
PMS TBD (Opaque)
Push thru faces - PMS TBD (Translucent)
PMS TBD (Opaque)
Paint (Semi -Gloss Finish)
❑ White - Cabinet/Filler/Retainer/Pole cover
Revisions: initials/Date. TSCL# 18741
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QR MA N F �NY
INTI=RNATOIAL MEMBER PTuvpS ap&
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SIGN ASSOCIATION