HomeMy WebLinkAboutORD 2003-082 ORDINANCE NO. 2003-82
AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN
ACCORDANCE WITH SECTION 48 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 CONDITIONAL USE PERMIT CU03-47 TO
AMEND THE SITE PLAN APPROVED BY ORDINANCE NO.
2003-47 FOR A RESTAURANT WITH DRIVE-THROUGH
SERVICE IN THE OUTPARCEL AREA OF THE GRAPEVINE
MILLS MALL IN A DISTRICT ZONED "CC" COMMUNITY
COMMERCIAL DISTRICT REGULATIONS 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 CONDITIONAL USE PERMIT;
PROVIDING A PENALTY NOT TO EXCEED THE SUM OF
TWO THOUSAND DOLLARS ($2,000.00)AND A SEPARATE
OFFENSE SHALL BE DEEMED COMMITTED UPON EACH
DAY DURING OR ON WHICH A VIOLATION OCCURS;
DECLARING AN EMERGENCY AND PROVIDING AN
EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a conditional use
permit by making applications for same with the Planning & 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 conditional use permit 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
a 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 tocating 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 conditional use permit 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 48 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 conditional use permit, 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
conditional use permit 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 conditional use permit 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 conditional use permit for the
particular piece of property is needed, is called for, an is in the best interest of the public
ORD. NO. 2003-82 2
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:
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 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 Conditional Use Permit CU03-47 to amend the site plan approved by
Ordinance No. 2003-47 for a planned commercial center in excess of 1,000,000 square
feet of gross leasable space to allow the development of a restaurant with drive-through
service (Ritzy's) in the outparcel area of the Grapevine Mills Mall in a district zoned "CC"
Community Commercial District Regulations within the following described property: Lot
2, Block 5, Grapevine Mills Addition, Phase 1 (2225 Grapevine Mills Circle East) 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.
ORD. NO. 2003-82 3
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
`i � 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 exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. The fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 16th day of December, 2003.
APPROVED:
��. ,�
William D. Tate
Mayor
ATTEST:
Linda Huff
City Secretary
APPROVED AS TO FORM:
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.d`f� �..� fi t .� :
John F. Boyle, Jr!��
City Attorney
ORD. NO. 2oo3-s2 4
PHASE 1 SITE DATA •�PEk PqRKING AGREEMENT FOR UNDERWATER MqRLD g ' �
• ��! NUMBER LOT SIZE � DEN9TY � TAL BU IN � Y Q n
; ��A+� HEIGHT AREA SPACE AND PAVED AREA LEA$qgLE qREA REOUIRED PRONDED
l0T 7R7 , BLOCK 7 5,964,148 SF 1,868,952 SF 37.34X UNLIMITED 3,445,424 SF 616,660 SF(70.34%) 5,363,842 SF 1,575,925 SF �.�9 SPACES 8,467 SPACES c W m <-
! ` UNDERWATER WORL,D(OFFSITE PARKlNG) 0 S P A C E S 4 3 8 S P A C E S"" �Z= �
; I - Wz3 Zp
OUT PARCEL SITES (1,576,872 SF TOTAL) �.aes saaces 8,029 SPACES
�SV�fJ/
LOT i,BLOCK 3 70,047 SF 7,036 SF 10.04R UNLIMITED 49,236 SF 13,775 SF 19.7$ 56,272 SF � U�¢wZN<p
. ' I. � ) - 96 SPACES 177 SPACES I y� � � �O{'��
I MICHAELS,LOT i,BLOCK 2 170.SB7 SP 26,742 SF 24.18X UNUMITE� 66,104 SF 17,735 SF(16DY.) 92,846 Sf - 739 SPACES 139 SPACES 4]�� V o�o��
DISCOUNT TIRE. LOT 1,BI.00K 4 37,346 SF 7,700 SF 20.625 50 FT. 20,170 SF 9,476 SF(25.47� 27,870 SF - 19 SPACES 27 SPACES «�� U��N�
. ROpAS TO G0, LOT 2,BLOCK 2 184,777 SF . 39,870 SF 27.659. 25'-8' 86.876 SF 57,425 SF(31.25) 126,746 SF - 205 SPACES 208 SPACES v w
CHICK-FlL-A,LOT 1, BLOCK 5 53.769 SF 3,822 SF 7.71R 25 FT. 31,337 SF 18,610 SF(34.6%) 35,759 SF - 37 SPACES 47 SPACES .m.. � N
�� PRIMACARE,LOT 2, BIOCK 4 �23,598 SF 3,855 SF 76.30% 25 FT. 13,014 SF 6,729 SF 28.SR 16,869 SF v Oy ^
� � ) 25 SPACES 25 SPACES
,. COZYMEL'S,LOT 3, BLOCK 2 77,955 SF 9,429 SF 12.tOZ 30 FT. 49,461 SF 19,065 SF(24.SR) 58,890 SF - 126 SPACES 726 SPACES ¢po Q
MASON JAR/MJ'S, LOT J,BIOCK 2 �85,135 SF 7�,345-SF � 12JSX ??FT. 56,473 SF i 75,275 SF(17.9R) 69,858 SF - 126 SPACES 747 SPACES Q�= �
BIUE GOOSE FlSH COMPAN7,LOT 3,BLOCK 4 53,676 SF 5,909 SF 11,01R p7'-77' 33,390 SF 14,377 SF(26.71C) 39,299 SF - 70 SPACES 70 SPACES o y�o
ANERISUIlES,L0T t, BLOCK 6 108,486 SF 13,557 SF 72_qgx y���N
69'-8' S8,322 SF 36,615 SF(33.82) 77,873 SF - 126 SPACES 130 SPACES D
BENNIGAN'S,LOT 3,BLOCK 5 62,465 SF 7,189 SF 17,57� ??FT. 39,870 SF 75,405 SP(24.667L) 47,060 SF - 97 SPACES 701 SPACES �XH181T..�. TO r�'� _� o�o,�
7RAIL DUST S7EAK HOUSE,LOT 1R,BLOCK 3 704,239 SF t4,604 SF it.Olz �?FT, 67.246 SF 22,}87 SF 21.48X 61,852 SF ��nvio
� ) - 132 SPACES 159 SPACES �
HAWiFiORN SUIIES,l0T 2,BLOCK 6 119,355 SF 22,962 SF 19,24$ ??FT. 45,101 SF 46,772 SF(39.79X) 68,063 SF - 128 SPACES 128 SPACES ���� � O�
SPRINGHILI SUIlES, LOT 3,BLOCK 6 101,244$F 16,872 SF 16.66R 64'-1' S1,287 SF 33,085 SF(32.68X) 68,759 SF - 114 SPACES 714 SPACES
, STEAK-n-SHPHE, LOT 4,BLOCK 5 54,791 SF 3,880 SF 7.089. 20.4 FT. 53,827 SF 17,084 SF(31.i8X} J7,707 SF - 45 SPACES 54 SPACE$ W�
:� KIMKO'S,L0T 4,BLOCK 4 47,899 SF 6,600 SF 13JBS � p4'_q• 20,522 SF , 25,57t SF(53.38R) 27,122 SF - 42 SPACES 38 SPACES '��
� � CHUCK E.CHEESE, L0T 5,BLOCK 2 88,581 SF 11,949 SF 73,Sty c w J xY
27'-0' 62,274 SF 74,358 SF(76.21X) 74,223 SF - 146 SPACES 747 SPACES ,�i o�•
! UNDERWA7ER WORLD,l0T 4,BLOCK 6 99,252 SF 48,625 SF 48.gg9. 55'-0' 23,450 SF 27,177 SF(27JR) J2,075 SF - 380 SPACES 380 SPACES' "ON MA�L PROPERTY c�g<m i
� RITZYS, LOT 2, BLOCK 5 38,950 SF 3,472 SF g,g�g, W w01O �
24"-0' 28.z�8 SF 10,681 SF(D,49.) 31,690 SF - 42 SPACES 50 SPACES � ^ �
TOTALS 1,521,542 SF 264,412 SF 836,120 SF 427,602 SF(27J1R) 1,703,633 SF , 4 c
2095 SPACES 2201 SPACES W d ���
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m �o C3 977.00 746.19 146.06 N 65'35 34 W 0834 24 N o
�° C4 30.00 47.59 42.76' N 15'51'28 W 90'5348 W
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� � � Z\� ��--�--�--o--o--0 o(` o / � _ L6 S 89ro624 W 129.66 L14 N 66'3830" E 73.36' S�o�k'
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� �n�+nG ao zar�c�an NOTES
A CONDITIONAL USE REOUEST CU03-47 IS A REpUEST TO REVISE THE MPRO�ED C. HANDICAP PARKING SNALL BE pESIGNAIED ACCORpING TO 1HE GRAPEVINE F. DIMEN50NS ARE SFiONN Fl201A FACE TO FACE MASTER
�a�� S1E PLAN OF(x103-19(ORD.2003-47)FOR A PLqNNED COMMERCIAI CENIER IN ����aN���.��'1ER 23,SEC110N 23.64-23.69. OF WRB. SITE PLAN
o�� EXCESS OF 1,000.000 SqUARE fEET OF GROSS LEASAgLE SpACE�ECIFlCALLY TO D. EJOSTING SURFACE AND SURFACE DRNNAGE FACILIiIES SHOMM G. AlL 1HE REWIREMENTS pF iHE GRAPENNE
PllOW THE DEVf10PNENT OF A RESTAURANT MA1H DRIVE-THRWGH SERNCE IN THE ON EXIS7ING TOPOGRppNY PLAN. 5011.EROSION CON7{Zp� pRqNpNCE SF{qLL BE
� ��-0F amnac�u+�°F n+E c�a�n"E M�s M"u' M�r�umHC me�moo oF cor+smucnaa. GRAPEVINE MILLS ADDITION - PHASE 1 S`�` '�"'0"
'�to�N-oo¢rqr�un�oa�nar uaac E. PROPOSED SURFACE AND SURFACE ORAIMAGE FAqLITiES CASE N0. CU03-47 °00` °�°°
�+c�u�T�TM�wY�o�s a+ B. ALL PARKING SPACES HAYE A MIWMUN MADiH OF 9'pryD NINIMUM ������MY GRADING PND URAINAGE PLAN.
�µ� RITZYS 2225 WEST GRAPEVINE MILLS CIRCLE �`� 'Z�0°-03
oErut7�M aF D�LOV�o�i SER�S 1NDTH OF 9'AND ANNIMUM tENGiH OF 18'.
-_-__ _ _ _ _ I.OT 2, BLOCK 5, GRAPEVINE MILLS ADDIT1pN, PHASE I
. . � . ---- ---.---- _._- ____SHEET IOF9 _
� GENEIGL NOTES:
f SEF AiEEf 0.1 FOR ADqTpNp�NOlES k DEf,ULS.
� ADA 6/�RRIER-iREE MMY REWIREMEN75: SiTE LAYOUT NOTES: LEGEND
3 OIMENSIONS d LOONDINATES,1RE SNOWN TO fACE OF
- CUMB R BIDG WIIERE AVYt1GBlE UNL.E55 Otf1ENWI5F NOTED. �n��� �M+cqan�K[�POStD Sipc lAT 2,Bll;5-SRE SUYYARY ��yppy�yp upy -
�����'�°��'�m 1 ALi REGULAR PARIUNG 5TALL5 SHALL BE 9'WIDE x 18'DEEP, °'an��
3 BOUNDARTITOPO SURYEY PROVIDED 9Y: s�M�a wooHS ioixc M lui won�wa oEnx cr M "'-°—v�wwrt u[
AREA SURVETMG.INL ��r�Ttt�/'����. �/cFS UNLE55 SF10WN OTNE1tWl5E. HqXp�CAP STAl15 5llAll��'WIDE x/8�DEEP. 2�� Q-�pyyyhRy cow[PCw oinPot� —_- yElyp��yq
� n4i ME P tiNA�M�u���•W Glluovm
, IJS SxEfFlEID Oli �yµ�p.y w�Rq ro Kay�h� HANDIGP V�N ACGESSIW.E AR[A$Nµy g[8'WIpE r 18'OEEP. -'--'---
�7'�'�MiM.T%]6/3! �ww��wiio. . OTHER ACCE55 RISLES ADJACENf�TO H C PARNING SHAIl BE amMO usE vi.t/Mr
• 81�-393-56ea 5'WIDE x 18'DEEP. � -"'-'--E°����t��M
MROImm usL asil.wux�r/owv[-ixxu —�-�o cnxm�c
3 COMn1�TT: FM�ES Cs MYmw..M ML IMM 4O LOi MfA 0.M 3<J0.l99 Si3) � QkV�TOM�l fMISxFD W10[
! SEE BIDC PLqMS ION EXACi BLOG DIN(NAONS, �w>NM xwvs sw��uK�unrt rtn[ernE v�ux,uw 2 Ati OTHER ORIVING L,ANES SHALL BE 24'WIDE ����Sn��
� PUMVSTER SLREENiNG,AHO tIC1R ST0.NDAp5. �R7�%'�+�uT a.�pw�wq AND CONSTRUCTEU PER THE PAVING}JOINf CONTROL iIAN, w��uL rOiLL ��3 v ���ahi���.��
r�n��� UNlE55 SHOWN OTNERWISE. ��',.`°"`""" '" O rnarmm oo�c w„a IM
, 20 0 20 {0 80 � �
OAf:t
� !AOIf: CNi 9u11 Mvl E%c�W1aPY ADPF Of RR.p04D SWfMt SEwFR uME
� i����jo�����yy�R���Wr� 3 ALL DESIGN/CONSTRUGTON SHALL BE IN COMPUaNCE WITH Minnp'q���_yrp'y) �
Mnap
'GIiAPEVINE YILLS PERIPNERAL PARCEL DEVELOPENENT STANOAPDS". � ��na���
i Scale 1" = 2p' ��
� . vironxo w I.e(MCk z M/ck�(nncwnc)I 0 •�r+c camun ron wic ux
iaoum[o s:W cack z M/cN O ia ir.nir oosisw�nm roit
. �/s sun.s p cnaun ro�rz�rc �
ao�n000n sc�a i io ourown sun io x°`rwv. mcs�wx�
Wremvas ww�cE �zs:txain v> � �
"°TE` occuru+cr�o�o ALCOHOUC BEVERAGES WI�L NOT ��.rcn.�. ,.,:��o.,.,u� �
� CONTRACTOR TO VERI�Y HORIZOMAL g VERTIGAL � � u�y�W��,� �
LOCATION OF ALL E%ISTING UTILITIES PRIOR TM����� u-� BE SOLD OR CONSUMED ON THIS � ��,��„ � � �
� � � TO BEGINNINC ANY CONSTRUCTION/E%CAVATION a �'LL�i��� ��-��R� PREMISE � �c
�� � AND NOTIh'THE ENGINEER Of AMY DISCREPANGES a:�wu�c'i wno a��z sr 'm ��"u"°'°^' G p�r+ y6
� � CONDITIONAL USE REQUEST CU03-47 IS A REQUEST '�p���� � �`S���
TO REVISE THE APPROVED SITE PLAN OF CU03-19 ���
+� (ORD 2003-47) FOR A PLANNED COMMERCIAL CENTER IN � xx„��
sr� EXCESS OF 1,000,000 SQUARE FEET OF GROSS LEASEABLE ex�snNC a s��g m
SPACE SPECIFICALLY TO ALLOW THE DEVELOPMENT OF A � ��vm��
RESTAURANT WITH DRIVE—THROUGH SERVICE IN THE OUTPARCEL � s/e'i.o� a�� Found 9y �a ,��
VICINITY MAP
AREA OF THE GRAPEVINE MILLS MALL. —0 uu��ty Pole � y � �
N.T.S. �W
O Storm Droin Manhole � .- .
� Sonitary Sewer Cleonout �
� Water Meter
�' � o Sprinkler Confrol Box
Survey Prov�tleC 8y: Mn Surveyinq,Inc ' PROPOSED �
, 135 SheHield Dr � BARRIER-fpEE RA4V �
Ft Worth,Tz]6134 �m l � PER CITY AND File H dranl
(817)293-5684 ADA REO O CURB Y
" Survevor'; Note� CROSS�NCS(ttr) � Petroleum Pipeiine Morker
E%ISTING
� MoNUwENt /� / O Sonitary Sewer Manhole
� 1.T�ose Easements witMut a Volume onE Page re�erence ore o<cor0ing to the plats � SIGN-LOGO SIGN ��
ordeE in CaDinet A Sfitle 3]19,anA CoEinet 0.��de 5180,Plot RecwCS,�orront f.\ TO BE A�OEO ',� /�_^� f➢ ri05 MO�hOIC
County,Te�rcs. `V PROPOSED SIGN BY � � �
2-There no builEings on Ihis IoL (�,� SEPARAiE PERMIT ) � "` /� DG Wo1er Vvlve
� 3.This bt contoins.18,g35 square tnt of lond. (��.� � 'cT '
� 4.Beorinqs basetl on Rcord Deorinqs. 8earin9 sour<e.norlM1eapterly liro ol Iol,per \\J � /j � � ��/ A EleC�fiC TfanSformer
vbt �` �� �/ �9� S`* \\\� LLG. Fiber Optic Cable Morker
5.Gropevine M�IIa ResCUOI L'mitetl Portnenhip iexrves the righl to nstoll,construci, �ie�N' CP v / �
� and momta'n ut'rt�ea w�thm tne i.ona.wpe Easem��ts � (ryv,«)� #i, s T[ Liqht Pole
. 6.Contour In[arvol:1 fool � � ^�y.� o�\ �
. 7.Ut'I[y�n/ormaLon hos teen oEtoinetl from v'sple enGence aM plons on file al the ` '' � �
.� ' EXNIBIT_�___ T
-� Gty of Gropevtne, The conhoctw ahould obtmn on on Fhe grountl locol'vn pror to Me n' �
VV` PROPOSED � � \�f OQ i�\
i commencemmt of�^o�st�uct o�n.� � , B Q /
8.Flowi�nea r'th nd' t thot w w no�le lo remove the I d of these A 5�WIDE CONC SIDEWNJ( '� �,� �n pi�� j
I manholn to qet an ncWal/IOMLne ebvahonemThe fli�wfine per oa bmlt Olons on fik at �`0 ;'� / M1�.�• ���`� � i tt e s ` Page _�_ DI
tne Cry of Cropenne Mve been s�own PROPOSE� � / �A\\ � � -.�6,•
9 The conerete(or the nm ounA�he monhob ia roualy tleteroroteC My attempl ( 5'YIIDE ACCESSIBLE y. (�-/7/ ��AB'� '3 o Cq \`
� to remove Ihe mahole cov awoula c use senous tlamage to t T�e tlowt�nes shown ��(��.1 ROUtE STRIPED PER z � �;` � � /' � R '�� �R'�p�\\
a per tM1e as built plona on file ot the Ct y ot Gro pevne �/ ApA REOVIREMENTS � S�'1���L�>±s'n �gy . �`\ ';,s�,f \
10 Theses mohole covers ort beketl TAerefore we ore unable b qet on ocWol (ttP
' no.i��e�i�„at�oo oi me:<'mee, y � SITE PLAN NOTES:
t t r e.M � / - esF' / 6� �.5'a a:. A � �".��% �
� .' Box cut on the mos�northeAy corner ol concrete MPRO%IOCAT10N • � �.�� VS �.5'R ) �� / d��S �
paC(or mall sgn. Of TEMPORAR7 � `w •�� � ry � �� n c `9 � 1 BUILDINCS 6,000 SOUARE fEET ANU OVEM SHALL BE 100X FIRE
' ' ElevoUon�5<990 � � � . � � PROPoSED {,5'R q � 2� / \ � 3' �
COMING SOON' V �� � Q YENU BOARU C / T SPRINNLED. ALTEflNATIVE fIRE PROTECTION NUSURES NAY BE
�' I, RN f8Y SEPARI�TE �/ p�`�� � � SEE BLpG PLANS S �F � �j� APPROVED BY THE BUILDING INSPECTION AND FlflE DEPARTYEMS. �.
�` ! -zJr � q �R T IL O��c 2 ��C \�� � I �IFE tANES SHALL BE DESIGNED AND CONSTRUCTED PER CITY �
' BENCHMARK: Ezisn+c ' P POSED � iQ / \ �O STANDARDS.
� BARNIER-GREE :�. ' RIER-FREE .� ��9. '.d �S \�� CC . � �
" - u�cm¢w5 uamn�cHr.iim'i/- FAMP RAMP PER AD / A � q�� 0 3 HAN�ICAP PANKINC AREAS SHRLL BE OESIGNED AND CANSTRUCiED
� a�c�p rnpw,�r y mn'zn.r»mw gpc / � C � �' 2 '�' � a � '�.�, PER CITY STANDARDS.AND AOA �" V� .
� � /� S � � f REWIREMENTS. Z Q
nn�mr�-sen�� go Ou�rsi[x-n'-2"r i�' 3°5/� � G�!� � �i h 4�TCN � � � �X .
. * EN0.05[n OM lxpa � � �0'R v C M1 CUR6 � \ 1 THE CONTRACTOq SHALL BE REPoNSIBI.E FOR PNOTECTING ALL � J W
swES Mrtx s'wcM wwnxr � /� A �tSQ \ �qA � E%ISTING IMPIiOVEMENTS. THE CONTRqCTOR IS RESPONSIBIE fOR F �~
wp�o����,�y�pT{�pyy� L� '20'R e � �,,� ALL PEVAIRS TO DANACE OONE TO ANY E%�SfING IYPROVEMENTS Z a
pqphu�ic[5,°"^""���� � \\3 � B' BARRIERE FftEE �.Z \.'A�'' � �� WpING TNE fAN5TR11tT10N Of'iN15 PROJECT. REPAIRS SXAIL BE d W Z Z .
�'+ R . EQUAL TO OM BETiER TNAN THE CONOITION VRIOR TO K
, ,3 � ry� RAMP PER RD �'S R ' ,�F',.� � CONSTFUCTION. � N W W
�� SEE eloc vLws roR 0[iul. 'R 1 � 1.5'R �J•\ 'R /�a.� n ir w,v �
4 5 f'IVE FOOT WIpE SIUEWALKS SHAIL BE PPOVIDEG ALONG TNE BACK pi y N �Q
. am.�'rw�ve��, x�w%%%��\ / I•F yi�n� 'Pf`S l � PROPOSED 3'R ��-M1�./��/ y � I . . .
�Z� l `t� � YATIO DIN�NG ��o� CURB Oi GMPEVINE NILLS CIRCLE,UNlESS A
°t \,(� �,S �9 � -� , � '4G� ��s.?�e 3' NNFi1-S TABLES ��, ' �� � " SIDEWALK EASEMEHi 15 VROVIDED YOR A MEANpEitING SIDEWALK OR � (��
, . /// \��C -/ � /`� ��R � �\'n\ ,,.Af 3'1'Ta'@�,rOC � SR I 2�p�� �/. � � BARRIETRpFqECryNAYPS'GPER CITYRSTDS.SHALL E PNOVIOED ON N .
I SIDEWALKS AT ALL CUpB CROSSINGS.
� \ \�5 \\� �� `l���C���O� 1 S �y ./ � � �w ti.`a,��� �—.��� .d.�o � ..
��� -WidJ �� J,y y�q`� s R�- - __ � - n 6 4ECIUNICAL UNITS,UUNPSTERS AND TPASH COMPACfOHS SHALL BE �
/ \�\\j q � ��� �\ \\\O S�� Bl / ' % �Sran \ kREENEO IN 0.C[OPDqNCE WITX iHE ZONING ORDINANCE.
�� � 5'R �� O�` y y / A� � °�� // 7 ALL SIGN4GE CONTINCCNT UPON qPPROVAL BY BUILDING INSPECTION
� / �\ "o.. �a�\ \ y\� �79• ni 6 O // O ` / �� \\ DEPANiYENT. .
' \� � �� \�\ V�i }R ry", �� \ � QG i o/�� ��/�-� "� ��r � B OPEN STORAGE,Wl1ERE PERMffTEU,SNAl1 BE SCREENED IN
, �\���\ l � �Q ��` \\\/K\95 / � / �� /// �� ACCORDANCE WITH iNE 20NING ORDINANCE.
� C �' i�� /lL �/ / / \� 9 ApPRpVAI OF iHE SITE PL1N IS NOT fINAL UNTIL ALL ENGINEERIXG
�s��� �"y. fi^ \ \ � \� O r �, ° � / \/ � I D��OJ�� 2�( PUNS ME APPROVEO. �Iq o .
�✓ f0 OUTDOOR LIGH7ING SNALL COMPLT wITH wITH Cltt OPDINANCES. 3
� `\ ,\ B \\ o^a°G / C �. 'S�//�/ � /�ix�/ � 4�e SEE BLDG PlANS fOR DETNL �°LL�o� �
��� � S,p PROPOSED � �R G�`' � � J �o�/ �QV tl RLL YATERIALS AND CONSTRUCTIpN SMALL BE IN ACCOPDANCE •����=4 '
c9�\ /°� � a PA EMEHr 3 � h /�� ��� 0 �\ WITH TNE dtt OI GRMEViNE STANDAND SPECIIICATIONS ANO CONSTRUCTIUN S �
c � 9� � `�� � ` / p � STANDAP�S,AND STANDARD SPECI(ICATIONS fOR PUBLIC WORK$ <R'�3�
ee��''.��p���;'/ \ \ `9' `L EWAU( pROPOSE� \ �/ -� '- -- ��E M��,� .w��p ��` CONSTRUCiION PREPAqED BY NORTH CENTML TEXAS CpUNCIL u°i S o u�J a
�y � \ j`'* ` � ��� � � �; �,y,y,y�.q„ OF GOVERNMEXTS(UTEST REVISION). �
�q'..=��Ch �/ 2�WIDE CONC / j } �.+� .....
:\ '>�6 S /� / 3'R ��UME / ,ya�'l `< Y 12 TRASN ENClO5URE5 SMALL BE SCREENED IN CONfORMANGE �°��Fy�
/ \/� X WITH THE qTY OF GflAPCViNE 20NING ORDINANCE.
. �<`v°lc'PN .!\�� 4'n ��,o i ���' �' �6 Oak :-y \�,.�' �' '�
Yr p 9 � ` �.._�'a.
CASE NAME: RITZY'S 6 S�iE, / V� � %� �9 ` �� .pa�// � �e��
, CASE NUMBER: CU03-t7 \� �. P y / ` / � 'F����� _
�/ / ti/ �
�. LOCATItlN:]225 GRAPEVINE 41LLS GRCIE 4 � / /, \\
LOT 2.BLK 5:GRAPEVINE NILLS AUUN. $`Tl(( ^\� �� ? �'� h �� � � �
_ PHASEI \ �d�S �.`- �/� �yQ / ��/ , o�it:�
�D / / �/�� / PXOPoSED (l.� ,',,D�•••=
. � \ ��� � � Oak/� � !'MDE CONC V NOTE: �
`(s\ WT � �. � a �� /� RuuE � PARKING FOR DISABLED PERSONS SHALL BE
.i /�
. 11AYOR SECRETARY �� � �Re � /R�� u q \� � � a-V DESIGNAiED PER CITY OF GRAPEVINE CODE w
� \ C � � � �' /�. ��� v' OF ORDINANCES;CH 23,SEC 23.64-23.69 �
�' SEE BLDG PLANS FOR SlGN DETAILS
� f�, e�i/� / `�/ �� /\=D��'� /� / �\�
DATE:
..,,� PLINNING ANp ZONING COMNISSION q�\.. ���j��� � Gj �/� ��a �QJ
� � o:��e, �,j � �,�a
'�.� CNAIRMAII 9f/\/��'o\� F / �i' :
� / � i7� � / E%ISTING I I
. unrc: L�ne Table J = ' PYION �
�"�i SIGN-LOCO SIGN �
� ' NUMBER OIRECTION pl$ipryCE °�'`� TO BE ADDED
SNEET: pF �� N 4T41'01'W 5.09 ' / // PROPOSED SIGN BY SITE PLAN
� L2 5 4715'S3'W 49.92 ��\_ ��/ SEPARATE PENMIT
�� l3 S aT21'02'E 5.0.5 � � RITZY'S RESTAURANT
� ! � GRAPEViNE MILLS ADDITION; LOT 2, BIOCK 5
c,�e ti woe sieo
: 4VVpOYAL UOES NOT AUiHORIZE ANY WOpN yg� ���'�
IN CONFUCT WITH AHY CODES OR �
O.E93 AC
ORDINANCES. ho'i � T�µOCWMTM h�
� DEPAPTNEM OF pEVELOPMENT SEflVICES 0 � �/
I
Note: C /// �Y��'� M�CMWN CONSIKIM EIWYECRS,NL
opyrigl�t�Hickmon Consultinq Engineers,Inc AN rights reserved 13M 5 UMrvUAIY,SUR[10�5 ni imEp�yTp�y�pm•��13) i
No porl o�ihis drowing may pe reproduced by p�otocopjv�9.recoraing w FT�OM�M.T1t)5101 p�ry,�yp�p4 fy��
. Dy any ot�e�mean w slwetl.Proclssed or Iransmitted'm y py any (ei�),w-z�ss (9)t)b]-9!!y �
oenputer w oMV systems wilho�t Ue prbr wr"�tten permiasion ot Mlckmon
C�sWti�g Enginetts.Inc Copies o(t�is plm wiNwt en oriqinol signatuie � ^+'�/�s �
��o.��oc�na. rs.rEVwc wus msowa
«�u.���� . SHEEf
300 2 Of $
. AU1NCfq1.Y1 fSIM
GENERAL NOTES:
1 SEE SHEEf D-1 fOP,�ppRpN,1�11p1E5 R DETNLS.
� 2 DIYENSIONS d LOpRDINATES Ap[SMOWN TO fACE 0!
LEGEND
CURB d BIDG WIIEHE AVPUCABIE UNlE55 OIHEPM95E HOTFD. ���
� �
.. 3 eouNOUn/rovo sumer vxohoco er: �3� ----rirorm.uc
' MEA SURY[1lNC�IryC
'�.. 135 SXFfTIEID OP --�-SE�e�ca�w[
n woxm,n��6�3e DRAINAGE AREA CHART +` --`°"°`"°""°•""�"
,, en-n3-see� '___ _naaamcanws
, �! � WYPSCq SCREEN�HC.RND�LICNT Sfli!lDARS�� .� �f0° a� �� DESCRIPTION OUTFALL ��?� e °��,a}�,'����
AREA a� TOTAL Q G e`� �� ��,e.or�,.�.,�
. 20 o w ao ea p nia.os�o�nc..re.u�
1 0.90 17.6 0.�0 a.16 TO!'CURB MIET t i0 4'CUP6 INIFT/f �.18 ' pyi
� r� 2 0.90 11.6 0.12 1.I5 TO 1'CURB INIET/2 � �n swmurt sMw uf
Scale 1�� - G�� 3 0.90 11.6 U.]6 3.]6 TO{'fLUME ii � rparoy[p y�py pp,y�y�
�� �, 3a 0.90 11.6 0.03 0.21 TO/'FLVME/1 TO!'CURB INLET y g,yy Qc rvc�p�pp��q�y�µ�
' { 0.90 11.8 0.02 0.2t TO EAST TO E%IST CURB MLET 011 a� e 0 �•'�' tanwm rm ucamcµ
. ax� t ro�n omi.c�nxm ro�
o.0 � ro xuxsi mF.xoircm�sc
� vroinrn eo�amuciwx�wNr �
' NOTE: ��. o
CONTRACTOR TO VERIFY HOR20NTAL d VERTICAL
ti 0 ��rn��
LOCATION OF ALL E%ISTINC UTIUTtES PR�OR FIUME!t GALCUUTIONC yi � �h� � & i U c
. 5 TO BEGINNING ANY CONSTRUCiION/E7(CAVATION p=��r,
' � AND NOTIfY THE ENCINEER OF ANY DISCREPANC�ES J.97=3(Lxo.S}� '° H po+ �e
I � , L=3J4' . DRAINAGE AREA MAP ��q� ` a �a
�'p •CONSTRUCT {�WIDE iLUME• NTS '� �mm .e �noo 0
W
; ,T a`�..e-�"
� d + MI
$RE p O 'o�
�
EXISTING � ��m°m
I o 5/8" Iron Pin Found ���v :
NOTE• a �a; a�
, 4 Utility Pole s y ~ �-
I VICINITY MAP MINIMUM 2' CLEARANCE BETWEEN ANY u � �W
r+.rs. PUBLIC OR PRIVATE UTlLITY L�NE p Storm Drain Manho�e �y
LESS THAN 2' CLEARANCE REQUIRES CONCRETE v "
I
ENCASEMENT OF ONE OF THE LINES o San�tary Sewer C�eanout
, B � Wuter Meter .
Survey ProviCed BY �Surveying,Inc '
�� DRAINAGE AREA N� 1 e Sprinkler cont�o� eo:
, �as sn,rrNa w ' AREAGE 1.10
� Ft Wort�,Tn 7813t � �
; (8t7J 283-568� �� / 8 66 � F�re Hydront
;� Surveyor's Notes � � Q�� . � Petroleum Pipeline Morker �
i.rnose ea��men�.s wttno„i o Vdume ond roqe�ererc�ce am ocwm�ng to tne v�o�s � /� / O Sanitery Sewer Monhole
• curdctl�n Cabinet q SGde 7719,and Cadnel A Slitle 5180,Plat RecorES,Torrant G` ,, � m Go5 Monhole-
Cowty.Texm. ( ' /`'p,el �� �
2.Thert a o buildinga en thi�lot. (��� s DC Woter Volve
3.This lolrconlaina 38.935 s9uare 1<et of land. �/\ C,p' cP /^ ..
/ / \\ 4 Electric Transformer
4.Bea.ngs base0 on rccord Ceorings Beorng sa�rce.northeosterly Lne of lot,per
�\� �.��-�.,A �°��gs/ � �
o�at. �� � 9 �/ �� U.G. Fiber Optic Cobl¢ Morker
� 5.Grapevirie MIIS Res�uol Lmited Gortnersh'p rexrves lhe r{ght to nsloll,cong[r�ct, ��e�
� �d mo���om uuine:.��h��tne ta�dscape Easem<�ts � � �?yo;ce) '�n, �� .��SS � \� yS Light Pole
� 6.Conto�r Interval. 1 tooG � , � � .
].Ul�llly�ntormoUon nos Oeen obta�ned from visiCle eYdence antl plans on(ile ot Ue ` � �
Cily ol Croo��e. The<o�t�ao�«,no�ie oetae�on on-Ne- tl Ixatlon v` MATC � �S � �
groun pr or to the n s•��M • /� E%I5T / � �1�+i. 90O �
ent of construction �V >t.�a4 :. . �.
� B�Flo.mes wm o�'•' �e�catn tnat we were uname m��mo�e tne rd o(mese /� �5"% � a � \� a� �� �ti 4\ EXNl81 T� Tp Ord'�oO�_��
vnhoks[o get nn octuol florl�ne eleraten. The Ilowline per os-built plona on f�le at �`'V �`,, '��•/ � �� ,p V FS C s\�
Ue Cty ol Cropevine�ovC been 9ho�n \\\ y � 4��6��C\\
9.T�e cencrele for the nm orountl tM1e manhole s eerousty delerrorated Any ottempt ( � - P 2
� to removc tbe mahde cov .ould rnuse s rous domoge to�t The flowLnes ahown (��J N . F°� l �� � �. �`��,�;�q�. Page ______ Of
e e<.m<as t�n Wa�e�«�ri�ot tne cry or crvaew�� n�r �T �� s�n ' .,i'� / � 9 s y��, •/ �#�
10.Theses mehole cwen re IocMed. Therefore,xe are unable lo get on actual (�V /. � � �� M TCH ��9�
�IOwlne elevolon of Iheae nleta
}' " tl.T_BM. " � ' - � f ENIST •• G5a9 , �'�@,�a<��� �D-uwc.
, !� . 8ox cut on!he most norihery comer o/conere4 pod for mall aign_ •.��/�i� • y� 50.] �p' �� 89S �� Cw ixlfT/� ��
� � Eleval'on:54990 � � 551 6 �.] *�'S0. , i/RIIC�Slo S
----\ 550.25 •'c \ R!•.sl�Op�
� , -y/ d� 551.1 5 1. .3�4Y1 4'� \ \
}� 541.38
i I BENCHMARK� 16.� ssi. -�- s`Si � u:PO-°f ~` �� rrorosEU � J �
� cc sec� rr�nwcws u««.KUrI+oaM soc�- ��`'� s� � ; x S.S � a� e sr:a. ° "�" n�au.o�-uxc. ¢ .
c.s*or.�rna rwm+.r e . �j i ssz o .•/ - 4.16 cfs �j�- icN �a�ir°sio�' Z U v�
� 4EV�*wr1-sea.a�� e /� 551.5 , D�W-N� .1 EXIST T Sb.aS _ Q J Q .
s � 5 .io n'i.c roux n=an.ss io wn n '6 �h � y, � n�e's""�i.s��'i.0 - Z � ,�w
rcssr ssi.so =s'°. t r �P. � �m g � .
� GSff. } � 5 .76 JS, ���� SSI.51 /I1 \ � � � � a � �~ .
� 551.66 � ? 5 "1 551. 52.0� B \\EMIS! \��.�e-/�,��� \ �,/� �+N' W ZZ
rt T 3'9.ro / 551.60 '�� 551.5 al� 6- air = �
39 _
����., /y�\ o i s .o q "r.`l !�. � ssi sa.s �^a:� � � � ' 0 v� a w .
anlu-w�e�� r <,:��<,.�� � �� 551.�i 51 9 a^S� � M� �,i,� ii � n s�. T Q a .
- i � � SSt.aB y �5`�, . 37 I �? i.a 4 - � F �� .
�' ea \\ (�aa \ �i T9G97�"P�4JA �' / /�¢�{'�.l� 0.02 6 PROPOSED � ..
, "� - CN 51.05 " � ��'�' til�"a�4�C c $.22 C�a � Y1� 0.27 � ��
' � / - cws.. s .es �� m!a°�k,�,'o� � ,00m� sN.Je.iz �� � t���� ��„A .,,�,e 550
��� 550.39 � f�Oc 2� �t S � w r�a. 550 H
<„�t��.
'�/ ���� / \ �\� � , �\ �' � J�ti'rF'P2�/'> �Kxe�r�.� �_i / � - -
� \ � 9'+ySFb M T\\♦ TC O.bV 55033 �`\s7 `Ty'F 55./�� ��� / 'C�'7� / � \� _ .
� /\� �e..// exisr > ..3v � T' � �� ` sstso °��� � i �v��.:..,r\` 545 545
V.�� � Y 550. } 550 23 . ��. o`/ / � - ..
\ S S .0� / .�� � TCSIB.1p �
. �ir. � \ `S 551.55� �\ j � / "i5� �� 1.10 UNF♦
�, �.� /� V1a! � 51.16 0 36 ` i w �� i�/ i �/ /�/ i�su='aea�se �cr� 540 e 5 anaz m .
� 551.�5 16.95' - 18' C
0.66
��'°y @ "6
3a \ r 3.76 . � '°v�0a � i� ��_. �� � ni o.sa.oz �� 540 o y = s °
a° `�, ?.`j iJ � _/ i r i n ie•.s.zx. �e' "'° ' 8 _ '
�� OA2 � 'tE_,�, \ @ 5 1.50 55?.60 � \ /l /� � ��/ u R��"=w.a� _118 cfs - ��.lo��olo rv '
�. 0.21 c9�\ �oy �� �„V '. 5 f.9 / / �P �� S =0 I6 _0.008 z
. ��a`/090�J / +�. 551.45 � �RUYE/t k`,�.\ ��� ' Pi Y =S.]2 ips W��3�
� �4�:..o a �./\ / � \� �`.- \ ��w=�b�etz 1_ - -� �\�:�s srr.,. � 3,`� s= �S o u��
�`o�. '�ry � ' � �\ .. � I/ ,j y�c,�� �� � l n�"�""�,,,' 0,. 2
! +,\ .y� S' �c � Ja`, v s `c `v} � _ ...,.,
F���
..d / \5 .24`. / � /� x ?� � 1�.2$
..��c^r a/ 4;0 - i ,�,`// .6 Oak�.�� u � - _ '�
,�,�9'40 . ¢,/ q s/ /� � � �c���
. CASE NAME: RITZT'S c��\ �'�s��'F \ \� �i-� //5���/�%I / Y° �i!/ �,9-� \ �\� h ..9�oe ...
� CASE NUMBER: CU03-!l � �aP � � ♦ .�.� ' i� / y ..� 4y NOTES: %�O?��ttxs5.�,+�'
IOCATION:2225 CRAPEVIf1E YIUS C�ACLE f 4 � ' C+`
� L0T 2,BLK 5;GRAPEVINE MILLS AOON, $`j� �°�/ i `
rHnsE t � '�A�`� \ � [p���- �5 ��y � ��/ �' i (��Q 30 0 50 � ULTIMATERCONDITIONSE ELEVATIONS ARE CALCULATED FOR p�r�j�".��-"
�� �\���5 .99�� p � ` V �� 2. CONTRACTOR TO VERIFY ALL EXISTING PIPE ELEVAT�ONS �
\ ;4.` /� B 9q /�,/ v PRIOR TO BEGINNING ANY CONSTRUCTION.
YAYOR SECp[rexY �\ ��- � � s �� �� sc.te 3'=50' NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANGES 70
3� THE PLANS.
\\� G !`` \/� � ���r 3. CONCRETE ENCASEMEN7 OF WATER AND SAN. SEW. LINES
/ / IS NECESSARY WHERE CLEARANCE BETWEEN STORM SEWER
' DATEE C�s\ E%5TX B1\lV'�..�_e �� �� /'�� .s.wae..� ( �
9�ti ��� � /i �� sc.te t'=5'v6rtT. AND WqTER OR SAN. SEN'.IS LESS THAN TWO FEET.
� PLANNINC AHD ZONING COMNISSION �;• ��/ - / �/� ��Q1 4. USE 4' JOIN7S w17H BEVELED ENDS, WNEN RADIUS OF
' � �F%��Je � '9""eeD � �, STORM SEWER PIPE IS LE55 THAN 700'. I
CNAIRMAN c�`\/M° � ' l �ni� . �
�. , ; OATE: �` /�' / �0^`'
/ Y ///�G I I I
� u_sMla 4�\ /.�j �� I I '
i§,' i � U
SHEET: ___ pF �� �:� GRADING & DRAINAGE PLAN °
� � ' �� RITZY'S RESTAURANT I I
5� � GRAPEVINE MIIL�ADD1�0 3'p0T 2, B�OCK 5 I I �
�-�� - AVPROVAL DpES NOT RUTNORIZE�11T WORK y%°�� ^ � I
, IN CONFLICT WITN�I1T CODES OR `� / 0.693 AC
i ORDINANCES. yo:' '1 cm or cw�arn�c
DEPARTMENT Of�EYELOPMENT SCRVICES e'�' TARRAM CWNTY,TEIfAS �
g 1 i
N�YW-CR1PE�vl�,LLC MILYW�N�ipW EMf�NEFRT.INC
No!e: Copyight QNlckman Cmaulting Engineers,Inc. All rights res<rveE. � �330 5 YMrvEMIR,SUfE 1015 �n��H�Ep�y,1pN,LL�ry y��n z
.i �o part of Uis d�aving may De�ep�oMCeE by pnofxopyng,recortlinq or R NOMIN,T%�61p) q�pp5q���.'��
y a�y mn�.�„e� st«ed,v«ess�e o.nm�,�ttea M or n�y o�y � fsi�)us-uza (saz)wv-ue� °
-ue
omputer w olhtt systems withaut the pr'wr written pertnissim f HlcMman
� Co�nsuiag EnginaerR Mc. Copks ol Ihis plon.it�wt an wigind stgnaWre � owo/faa �
se are nol wlitl. WIIJEVME W{yi IIEppILLL
�����S CoPV SHEET
oM�e�w.mm�OD 3 of 8
i
i
� GFNERAI NOTES:
i � sce s�c�,o-, FOR App1110NAL NOTES t o�r.,�s. LEGEND
' I DIYENSIONS d COONdMATE5IRE SIIOWN TO FACE OF NOTE: -..�.��,. �
CUNB k BLDG W11ERE APPUCABIE UNIFSS OINERWISE NOTEO. MINIMUM Y CLEqRANCE BETWEEN ANY --'---'016101�°"
J BOUNDAI[V/i0P0 SURVEY PFOVIDED 9Y: PUBLIC OR PRIV
� ,uau sumcr�NC,n+c ATE UTILITY LINE -- m.�.0 u�c �
1 135 SN6GIEl➢OR -------FLCC of w�no��`rti[tt
rr rronn�,rx�eia� LESS THAN 2' CLEARANCE REQUIRES CONCRETE/ _
80-=9�-Sfil� DIP ENCASEMENT UFILITY CROSSINGS �-���^�
OF ONE OF THE LINES s��� ������
� SEE BIDG PLANS fOfl EfUCi BLOG DIYENSIONS. AS SHOWN ON "UTILITY CROSSINGS" CHART �o GOMMENTS FL SAN SWR FL STORM swp isrrss.o,�,,�n�.w�ne..�
: � OUMPSTER SCREENING,AND IIGNT SrANDARS. A SAN SWR TO CROS$ Qv p�wOAO poymr w�m�uc
20 0 20 FO pp
. UNDER S70RM SWR - 541.32 (4") 543.S6t (54")
ENCASE SAN SWR WITH � ��°0gO�"����°�
. /2" DUCTILE IRON PIPE � �naw wux wc .
-. SC8Ie I�� _ `�O� B WATER TO CRO55 � `^'��f0""""'u
� UNDER STORM SWR - N/A 542.SOi(54") OO �e��s w���'"'"� �
� ENCASE WATER WITH � s
� CONCRETE IF LESS THAN ro�����+�+����
2'COVER �
',. � NOTE: � marwm urweron.non � " .�. U
CONTRACTOR 70 VERIFY MORIZONTAL 3 VERTICAL C WATER TO CROSS � �Mrz cyb C
� � LOCATION Oi ALL E%ISTING UTILITIES PRfOR
� TO BEGINNING ANY CONSTRUCTION/E%CAVATION . ENCASEAWATER WITH 540.29t (10") N/A � � r `�
AND NOTIFY THE ENGINEER OF ANY DiSCREPANCIES 2' COVER '�O e�iwr�om W ��P �n
� CONCRETE i� LESS THAN
, � waa rws rs v� o 0
� �j
a' 3 o�VY 9
a xoG
' S� EXISTING � <°0O x
��mm m
', 0 5/8"iron Pi� Found ��a`¢: �
i
VICINITY MAP � u<crcy Poie � � n �5
n.r.s. � Q Storm Drain Manhole �- m
�
io Sanitary Sewer qeonout
� Water Meter
is,�.Vey v.o��aed By: A.eo Survrying,Inc F o Sprinkler Control Boa
i
��i t35 sne�r,�ia or . 1e so:e�� / � Rre Hydront
� ft Wort�.iz]6134 /
� (Bt�)293-568� EXIST CAnWIT ro � Petroleum Pipeline Marker
�� $�rvCVO�5 NO�¢5' EXIST YONUNEM$IGX � SO�i�O
j /� UNDER ORIVEWAY �� /� / fy SEwer Monhole
� 1.Tliou Easements-rilho�t a Volume end Poge re(erence are occortling b the plats rf PAVEYENT-CONTRACTOR �r`• t➢ GOS MOnhol¢ -
orded�n Cabinet A,SfMe 3]19,antl Ccpnet q SIiEe S1g0,Pb[RecorES,Tarront �G\ TO LOGATE t U7ILRZE 1� -f� /-
i Gowty,Te�xaa. �� FOR ELECTRIC } C°" /� D4 Wa[er Valve
z m�ra �e no builEinqx o�m�s mt. �,g 'J �� � Electric Tronsformer
3.m�s iai�o�ia���J8,935 sa�rc re�e or m�a. � /� /� .
4.Bwr'�nqs besea on recore neurings. Bmnng so�rce.normemteny Gne ot lot,per �� �"s"' /�O - � � �� \\� U.G. Fiber Opiic Cable Mafker
pmt. �\ ��� �� � �s �9 P�°+,. v ii Li ght Pole
5.Grapevi^e Mills ResiEUal Limiied Portnership reservea the rigFt to�nstail,consiruct, � -
nd mo�ntain ulilities wit��n the Landsw p e Easements. /�, (Typico!j� � .��S \ �
' 6 Contour interval. 1/oot � �
�-'�, '1 Utiity�nlormation�as been obtainetl from vsbie eviAence onC plans on file at tlu `�� PPOPOSED �\�� �� ��`r (or\\ EX�iIBIT� TO �
� City of Gropevne The confroctm sno�ltl oLtain an on-tne qrountl locoton pnor lo[�e /�v� 1-�'PVC -`\ � \�f' �O� � �
ment of constrncbon. V CONDUR fOR � � � �� i O � � �O�
� B FbWrnes w�lh an"�"�d�cotes that we were unable lo remove the I�d of these �(J�� TEIFPHONE ,� �� p� �^ O�/�� \�� Page
� anhoks to qet an octual(�owlne elevolon iAe flowline per us-bult plans on fle vl `v � \`���Q � \ �'�/ XI �M�4S G�
�: tAe Crty of G.aO�ne�ave been shown ,pl � ' � \ .
9 Tne concrcte lor tne rm ountl 1ne manhole s sero I oetenoratea M otlem t \� �F \ \
i ar usy y p , VROPOSED /� �R'4o �
to remove fhe mahde cover wauld cowe serious damage to it. The flowl�rres snown n� pqpPoSED �, � 2-!'PVC '� ( � � �
i °f° P Y° f'1 V T'6�5 L1NE - � \ conouiis ron �i��h !�5���,�� 'NATER & WASTEWATER NOTES: �
per the as b�ill ians on fle ot the Ct f Gropevrn<.
: 10.Theses mohale covers re locked. T�erelore we o.e unabl<to g<t an actual V PER GA$CO �a � EIfCTRIC ' �'Jy9. � PLL WAIER ANO SANRMY SEWEH WJN CONSTRUCPON WITHIN GiIBIIC FICH�-OF-WAY OP FJSENEM �
! florvline elevoGOn of t�ese nlels � % � / ` G5a9 \�� 'P�7Bl� � SHniL CONFORM!0 1NE REOViRE4EN15 OF THE iE%AS NAtURPL RESOURCES GONSEMAi�pN �
E � 11.T.BM.. ��p�p � dgS �� COMM�SSION(TNNCC)GUIDELINES fOR CONSiRUCf10N OG WBUC w�TER NID SEWER SSfENS. .
�� Bow cuf on!�e mosl noR�erly corner o�concrtle paE for mall sgn �e �� �� WATER PND SnNIiNiY SEMiCES SIWLL BF TESTEO N!ACCARDPNGE WrtH TME CrtY OF
i
� ; Elevat'on.549.90 �ps��� �� GRqPE�1NE STnNOMDS AND SPECIFlCATIONS.
� .�e//d�� G \� \\
2. CONSiRUCiION SH4.L BE IN OLCORDANCE M11H TiE STPN�MO SPECIFlCATIONS OG THE CIT'OF W
� ,15.' s/� -�� �� �� CWPEVINE. �
� ; BENCHMARK' SEE BLDG PLnNS G� ' � / � ]. COMRPI:TOH SHPL.MP1NiNN EXISPNG SANRPRY SEWER AND WATEP SEfIVICE AT PLL TIMES DURMIC f U
I - vicnrcvu uu�uuem.,�,SO'�/- FOR DETAIL OF '� . .��`\ _ iC a��1 ) CopsmUGnon. Z Q ��.
crwn r.rrx.r x . v CREASE TRAP �I � ',%� � ""`S- B� i J X
,� C t. OLl wATER pND SEWER CONSiRUC110N SHRLL CONGORM TO�HE REOUIREMENTS OF 111E Gtt Of Z � W
-� aA'"��'�'> 3 s �� � / �h S CRMENNE SfONOnRDS RNO DETAILS.CONIHACTOR SwYI MPINTNN A GOPY Of iHE REFERENCE � J L-
� � ��P� �'q \� DOCUMENiS AT THE JOBSfiE. g F �
'. TCSSf. .' 6 \,nb,�"k � G. W
���� GS51. � �� / \ \ \� ,/ � 5. THE CONIFOCTOR SHnLL PRONDE'/5-BUILT'PVNS TO iHE OVMER SO TUT THE RFPRODUCIBLES W =Z
� <f PROPoSED PRIVI,TE ' OF TNE PLNJS MRY BE LORRECIED TD R6tECT'AS-BUILY CDNDtI1pN5. } d'
� /� U ��SAN SWR B] \\ �°4 �_y� X ^ 1� VI W W .
� j� / �`� i�n rcw.0 ��. Nl WAIER N/JNS nMp SEflv10E CONNECTroNS fANSTRUCiEO WfRiIN PUBl1C NICirt-OF-WAY SHqLL a
\ �� ��50 ��:_:� �T �J `S� �- BE PPESSURE TESTED iN ACCORDPNCE WI1N THE CfIY OF GRAPE�INE REOUiREMENiS. iHE COMRA(.TOR J } a
x C r c e'/ ' �y SHP11 RUSH ANO STERNZE PLL Wr1T ER IUJ N S.WAT ER S W.I P L E$$H A l 1 B E T A I(E N M I D r N �a
! ���l.�w�n� x�u1 � f'L=5� � �j.'G� A:/ /� ��� ��.ro 1 TESIEO PER CI1Y REWIREMENiS. � K �C�
��' /�� � CONiHnLTOR IS PESPONSIBI£�OR PNY fEES OR COST RELITED TO TESTING O�WATER
� i \ � � ` ��p �".J ,,�9�. 'P''Yr�°D�k+� ,���'y� oa SEwErt r.wr�s. H
PROPOSEU B`�t (y��y �,.5,^� �j�� �� 1 w.+� �� TME CONTRRCTOR SHqLL BE REOUIRED 10 WJN�NN ALL NECESSMY WPItNMG M!D SNEIY N
� \ \�J \ � Y000 CAL �^�D�2�'fy� S ecsr�rsGv \ Yl Fm. � OE�10E5(NSMINC LICMIS.BARRICJIDES.SICNS.ETC.)TO PNOIECT INE PUBUG S�+SETY NJD
� y,cK \ /�\� REASE TRAP!� �O�` SO,� .�4 � <.�rT�w... NEALRI UM0.PLL WORK HfS BEEN COMPIETED IWO MCEGIFD BY THE CIIY.
// � � ; 3,p'S}�" L i �-i .-�a�n ^'
� { ��\� \`�� PROPOS D ?2�� �j / / � �� i \\ tl. THE IOCAiION OF IXISIING UTIUlIES SHOWN ON IHESE PW5 NtE MPRO%iAUIE.R 5 iHE
I �/ µ ty� \ `..SOfq SAMPUINi O � H,r � �� �� �� �/ �� � RESPONSIBIUIY Of ME CONIHACTOR TO LOCATE AND vEPofY iN iHE FlELO MIT U71lIi1ES iW�T M�Y .
y� \` '+. �1 � � � � ELL �, G '�f/ / / CONfl1CT WIIH N5 CONSTRIILTON.COMRACTOR IS RESPoNSIBLE FOR MI(RELOCAI�ON 00.
� � Y C550 PROPO.`�ED � /,/ aY � / /-'i��1��s�a+e' ADJ115TMEM COSf qSSOC1AIED WIM H5 WORK AT lElST 18 NOURS GRroR TO BECINNMG
/ TC5aBf0 CONSTRUCTION IN ME VICIN17Y Oi ElUSTNG UNDERGROUNO lRIl1TiE5.iHE CONTFPCTOR SHALL NOi1fY
\� �.� � � � �-...� 2"9P BENO 5 \� / /�� �'/c �� /'G5i]]0 U�fJtt COMPPNIlS TO LOC/�TE aLL UNpERCROUND UiILYitES.
� PROPoSED PRIVATE ��n \ � � i � � \� H. ALL SMIRARY SEWER PiPES SH�LL CONFORM TO ASfN�}p31 SOR JS AND SW1LL 9E NR TESTEO I�I
� �� \�A�o �1�8'-4�WC SVC � 0 � \ i /
I�: `� / 4 p� 5=1.0X � �' �y� � � "��� � i / /� IN I.CCOROMICE N11�f 1HE Citt qEOVIREMEUTS. , 'n V o i m m �
I \ �\ � / � v!A� � �/ f /.F�� � 10, pLL DIMENSIONS SHOWN ME TO CENILRLINE Of PIPE AHD RIGHT-OF-WqY OR PROVEHIY UNE. �I° LL�o_
° � a� UNtESS NOiED OiHERwISE. �
rs ' " '&� \ � I �� PT P�PoSEDB �� / �� /�/ tt. WAiER SERVICES SHNL BE]"SCHEdIIE 40 PYL.LOCAtm q5 ttiDlCpifp ON iHE vW15. ''��' �m z °o
. / � �B�,�. \ N- / � ///�\y„"`� ,� i \\\ MEfEfl BONES SHALL MEET tllY Oi GHAPEVINE SPECIiIGlIONS.
� i� � \ � ��'.. ANCE IN%Pk SRE /+ /'P Li 3 y n
r i ��°"+, s's=s,�i.os % �g I�e
�f�/ 9p J °^ \ � t" =I,S��.Z2 / ,y� �Ekc.u � �pa y . 12. CA1E VALVES SWL.BE O�A ttPE MGROVED BY ME Cltt Of GRAPENNE.
� . �" O. J`. / ' CURVE D�T�: .x.r�.r�er
'+O�gn�SS•-'p��f l� //a,� � ��R4-�5�6• .�.. . f ��T._.//1_ _�!_r l ^``�� . .zp- ���•^4 t3. SWPB OR PPPROVED EWnL WATER MAINS SMFll BE SWPBBED N1TN NNNPV POILr P�C BPAE o�����F�LL
,! �--�2 � S / „ � os�r�-is.sa:4�. � •.i � T . ...
' �� 6 '` C s \ I EaOS �B �, K � w 11. Al1 WATER NqINS SNPLL BE PLWCED WITH A CAST IRON PLUC(OR pPPROVED EOUK)AT THE { ��
. 3�� . ��C,ny �T '$�°� /C, � �Y \ .fl;�� 6 Oaki � END OF EACH WORK DRV. ..c�.
ii 9 (2 \/ / / % % y`/ 'Z' 15. UNlE55 SHOWN OiHERWiSE,fl�SPMTARY SEWER PIPE SWLL BE PVC D-SO40 SDR}5. e�pg !a,
GiSE NANE: RITZY'$ \ �'Y \\ , /o� � �� 'S� �\�� '�.,���+sia';`��''
CASE NUNBER: CU03-�7 �' F // �` \ '�-,�yyy�A .�+� � • /� \ 16. 54N�TARY SEWFR UTEWV.S SH4.L BE p5 MDiCAiED ON THE PLW.
I IOCATION:2225 GRAVEVINE MILLS CINCLE '+ I�P 3`y( �K � �' ` � "R� �� � t` ��G�
LOT 1.Bll(5:GRAPEVINE YILLS ADDN. - \ �i 6�S �� �.,., /�� PCI /� y f . ,''��o���•��
/ � / / S \ 1). EMBEDNEll1S SNNL BE f5 i0110W5:
I PHASE I i,� \ '. / \�: / / i/ V 0.1.WAIER-CIA55'C'
r� . `. PROPOSEU � PJC WATER-ClASS'e-1' �
� \��\ l ��.... ll���J 1-2�%12� � PVC SEWER-ClASS�H� I
�� :g �� 'y . � TAPPING SLEEV �` . t8. THE CONIRACTOR SHP11 PROVIDE A iq[NCH SKtitt�VN ANO BE RESPONSIBLE FOR ilE1D
9' \,� �� g � ��� 1_2•y�R �N� VEPoMNC ALL cMisnr�c unun tocnnons rrsroa ro HIS WORK.
MAYOR SECPETARY PROPOSED PI)B�.IC TC550.�' � �\;r 'o�� 1-2�PLVG fOR r� 19. Kl WAiER METERS ME TO BE LOUTEO M NON-ifV�FF'IC MEAS.
c9s\ 10.85�--!'PVC SVC G55pj \\` IRRIGA710N UNE (�,
Gf O 5=0.SOX \ .,_ / �% � � 20. CONSiRUC110N SNALt NOT PROCEED FBOYE 1HE FWNDNTION PRIOR TO CONREfION Oi RLL
DATE: \ ,\\ T-...T-/o�-" ^ �` / / PPOPOSEU �`-J FlRE LFNES AND�IRE MDFANfS. I
' B \�i\' / I�- i-I'%tY ef'1
�., ry �9�y��� ` n ���� TAPPING StEEV tV lt. µy SoNRNiY SEWQE UIERALS OUi5i0E OF FASENEM SwLLI BE ttJSPECIEC BY CRY Of �
PLANNING ANO 20NING COM415510N '� ��r �"y ��� .w.wer -F t-2'B�CNFLOW ` ���NE BUILDINC iNSPECiOR PRIOR TO 64CKFlLL
� E� �� / PREVEMOp �� 7Z. PL�Wl�TAT'SEwER lINES.WPTER LiNES k CAS t1NE5 TO BE ENCASFp IN CONCFFfE OR I .
; , � �� ���/' ' f-Z�METER F � �ROVFD EOUK WHEN UNES PRE UNDER PRVEMEM ANO MINIMUM COYER REOUIREMENIS I
. %� ,�-���.�±g }�� �iV�� UOMESTIC IINE CPNNOT BE MEf. I �
. CHAIRMAN � � ��'/�1, - I I �
'` .� DATE: arc l /i�i %,�/,-�44 I i j �
.. SHEET: Di G�/ �/ �// STA Oi00
, � UTILITY PLAN � �
existu+c rueuc
SAN SwR NANHOI£ GRAPEVINE MIUS ADDRION; LOT 2, BLOCK 5 �
� . _ � /� pw=s�s.sa: RITZY'S RESTAURANT
cx ri e'w_�.aoi• .I
E%il/0'E-SW293' CAB A.SLIDE SiGO
� Fl 8�N=S1i.00 CRT Of9GFAPEVIIK �
APPROVAL DOES NQT AUTHOPIZE ANY WORN � I
IN CONILICT WRH RNY COOES OR ? TAPRANf CWNIT,TE%AS I
�� ORDINANCES. - � � ���
� UEPARiMENT Of DEVELOPMENT SEPVICES �y��.� �µ������
� � 1J30 5 UMIVp6RY.51yt[1015 �'/���I�[pIU1pNN,�tYly.r[iZ]
� R MO�R�M.TJf)it� RKM�PDSpI.lIl)SOl1 � I �
(9�2)�9)-9N!
, Note: Copyrig`il QHickmon ConsW[ing ingineers,inc. AI1 riq�ts reservetl. (!1 3J{-2tt5 �
��. No port of fhis Crawing may Ee reprob.iced by photocoDY�^9.recwtling o. � �
by�any other meon w slweJ.orxessed w lronsmittM m or oy any �.
��. puter oi otM1er systems witno�t the prior wrilten pemnission ot Hlckman Cp�pEyqlE�pll,z��qEypiy� � �
C asulNl9�9mt volidnc. Copies of lhis plan wit�ou[an wiginal signoture C UoWI[D PMM[R9q SHEET .
"°°"°° "��� 4 of 8
' �fdl,YA I]1W .
.�
� , raoPOSeo Page `� of w�� .
� � �,��� ��BARRIER-�REE RAMP
� - �� PEP CiTY AND �
�ADn PEQ O CURB .
CROSSINGS(TYP) I
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