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Home My WebLink AboutORD 2006-014 ORDINANCE NO. 2006-14 � 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 CU06-03 TO ESTABLISH A PLANNED COMMERCIAL CENTER WITH A 40-FOOT POLE SIGN 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 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 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 at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2006-14 2 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 CU06-03 to establish a planned commercial center and to allow for a 40-foot pole sign in a district zoned "CC" Community Commercial District Regulations within the following described property: Lots 2R and 3, Grapevine Vineyard (3450 Grapevine Mills Parkway) 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: With the condition that the pole sign be replaced with a monument sign that meets all setback and zoning ordinance requirements. 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 x�.�::,,� of the zoning of the balance of the tract or tracts of land described herein. ORD. NO. 2006-14 3 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 i 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 21st day of February, 2006. APPROVED: µ - --��---. William D. Tate Mayor ATTEST: � Linda Huff City Secretary APPROVED AS TO FORM: . r . .,,-. ,. ,�� , �r ,f ; �. ,�. ,�. � _ _ � ,� ,� . • , N ,.� _...- John F. Boyle, Jr'. City Attorney ,�.. a ORD. NO. 2006-14 4 ExH�B�r� r t� 6 � co�s�r�u�c�r�o� �L,��s Pa� �. of �� Fo� �° �� _ � . + � �o : � � � �W � L��' 2 �LO�l� � � : : �� TH � C I T� O F � R�� a EV I � � r��c��v �a I ��I�A�� FEB 1 4 2006 �a �� JAfVUARY, 2006 n �� INDEX OF SHEE'TS SHEEf NO. DESCRIPTION OWNE DEVELOPER: GRAPEVINE AMERICAN, LTD. CABLE: -PARqGON CABLE/AT&T COVER SHEEf 1800 VALLEY VIEW LANE BROADBAND/COMCAST FINAL PLAT 1 HICKORY CENTER � ' ; DALLAS. TEXAS 75234 PH: (214)320-5437 �� MASTER SITE PLAN PH: (214)631-1813 FAX: (214)320-7558 SITE PLAN—tA—Z—BOY SITE FAX: 2t4 631-5747 CONTACT: JEFF JOYCE '� ( , � Q �"°��e S�TE ^ry C1.1 GENERAL CONSTRUCTION NOTES. LEGEND & ABBREVIATIONS �__> CONTACT: LEW BROWN E�_ ECTRIC: ONCOR/TXU ELECTRIC � C2.1 LAYOUT & DIMENSIONAL CONTROL PIAN � '�� C3.1 GRADING PLAN CIVII ENGINEER: BURY -F PARTNERS—DFW, INC. 2001 N. INDUSTRIAL � W�Y 5310 HARVEST HILL ROAD BEOFORD, TEXAS 76021 3 SUITE 100 PH: (817)858-2545 = �l C3.2 EROSION & SEDIMENTATION CONTROL PLAN DALLAS, TEXAS 75230 FAX: (817)858-2590 � C4.1 DRAINAGE AREA MAP PH: (972)991-0011 CONTACT: CHARLES THOMAS C4.2 STORM DRAIN PLAN FAX: (972)991-0278 ��„�� C5.1 UTIUN PLAN CONTACT: SHERROD BIBB, P.E. C6.7 PA1/ING PLAN SzA�; ATMOS GAS - SURVEYOR: BURY + PARTNERS—DFlN, INC. PH: (8i7)303-2905 � ��y 5310 HARVEST HILL ROAD FAX: (817)303-2929 � SUITE 100 CONTACT: JEFF WYLIE � DALLAS, TEXAS 75230 Lt.1 LANDSCAPE PLAN ,n PH: (972)991-0011 TELEPHONE (�: 'SOUTHWESTERN BELL �.� L2.1 OVERALL LANDSCAPE CONCEPT PLAN v FAX: (972)991-0278 PH: (817)338-6202 � M ' CONTACT: DAVID DE WEIRDT� R.P.LS. , , ,.- y�:. ,..,.., �.�,..�;._.,..__r::�:�,.,�,,.�;,��:�,�� ,,...s:,�z_� � CONTACT: GARY TILORY -� ��--� ' PH: (817)338-6106 � ' z TELEPHONE f 1): VERIZON CONTACT: JOHN JEWUSIAK � RVING, TEXAS 75pg2 TER FRWY CONT CT:)L�NDA CARAM V I C I N I 1 I t V IAP p PH: (9Z2)413-7241 � FAX: (972)4t3-7051 (Ma,PSCO GRi� t—s) � CONTACT: COLLEEN HOLDEN (oauas) � a x w � u.i �ury+�artners < � 0 ' �� a ENGfNEERING SoLUTIONS ; *�r� Q 5310 Harvest Hill Road, Suite 100 , � �SHQtROD B�B9 � � � � Dallas, Teaas 7523� ��8�2 �� Tel. (972)991-0011 Fas (972)991-0278 ��i��_%' } S O j� � Bury+Partners-DFOY, Iac.�Copyright2005 ��3�6 m f` N ISSUED FOR BID [SSUED FOR CONSTRUCTION 1 F:\30445-67\44501CVR.dwg modifieE by jqonzolez ot Feb t4, 2006—7:47nm . �� , . , � (� . — J 1 G, tfLUl.t\ L, i . I �APE1/1N� M1LL5 � I ; PagB � CA7��lAY CEN7�R A55UC., LTD. . ' ' � I � � . . M qI/tyys lOWF/MD --- -- � VOLUM� .9799, PAG� 139, , I � "------- D.R.7.C.7. I -.. ?C1a_ � � �i� °� -- -- -- __ -- -- f ------- -- -- __ _ /'' GRAPHIC SCALE IN FEET g� .ryg� . . � � / I � � ! 6 � � � � � ' � � . � 0 25 50 75 100 � �� . ----—- SCAIE: Y e 50' � � -- -----_-_—_----_--------_-- -___-__ m � 3 I �Z � i GRAPEVINE MILLS PARKWqY ... —�—'� ---_ _ _ __ __ _ I vic,�wrr Mnr '' F.M. 2499 a uor ro scn� � � b -�-'---- � DALLAS MAPSCO N0. 15 � • LEGEND + -- -- I � _' ' I � ,Cy - -- .. I • -- �. . ..F. SApMPFD�BURY�+NPARINER �� . � . ' �1�'} ry�'L°j � -- -- -- -- _, NOi'46'57'E 798.73• � � C R S sT � COUN E CLERK i '� - ' PG PAGE I . I � ��" � GI.R.F. CAPPED IRON ROD FOUND � 80'RIGH-pF_�yAY - ' I F I " - � C.M. CONiRpIAJNG MONUMENT ��' CABINET � � � I E511T. EASEMENT 5/8"C.I.R.F, y � .. . � i 3 . . . . . � "'� . . 'NHA• A F � � - Lf DENOTES LINE IDENTFlED . (C.M.) yy IN IINE TABLE R•��W RIGHT-OF-WAY �!ya r�� .`4•R�• �� MIN. MINIMUM � � I w� � rf[tiCT� B �3S. .DENOTES CUR�E IDENTIFlm I � I `/ IN�CURVE TABLE F.F• flNISHEO F�ppR . � L .� � � � � �uHia � C7RAP�y�N� V1Nr YARD � - � � D.R.7.C.T. DEED RECOttDS,TARRANT �• ELEVATION a � � i Z I Q� � CA BJNE7 �� SL1D� B4EE� / KHA'C(CMF) P.R.T.QT.. PUT EC RDS,TARRANT UTL U11L1N � � '` � POINT OF couNn,r�c,�s t��r i �. i P.R.7.C.T. / ;Q c[ � I I � � COMMENCING' m� � -- S01'A6'S7°V�! 370.67' � ' " -- _ conc�vrm� � I ________�0'UnUN EASEMENT.CAB_A_,________-_- I . i[x�s coaao.srsrw O j v W G� . Sl1DE 8466,P.R.7.C.T. ' �->a3s soi as �'A I . . -- N01'46'S7"E 493.55' E_�:,�:�•03 �o V �-l�r' I . 25'BUILDING LINC CAB.'A' St1DE 8466.P.RLGL _.__----- .t,. �.�--____._ 21'1.00 � j, 1A Ca --------- GENERA TE r�i • L NO S • ------ io unurEas��EHi � N43'11�09"EI. 1. The beartngs shown hereon are bosed on the West right-of-way line'o1 . .. � .• �. , � 1 . - ' . I \ 25 BUILDING LINE ��ti�� -- -- , . _____Zb�.$$� _______ 30 21' � � w� � I �`s �" ��J . � � -'-----� ' Farm-Market 2499 as shown on the plat filed for record in Cabinet "A", � Slide 8466, Pla{ Records, Tarrant County, Texos. N �� .. . . I. \��.��N01'b'3YE 1!t_�P � \ 1/YiA.F.. � . 1— t�i]'}� � I � � POINT OF � 2• The state plane coordinates shown hereon are based of � I Q � I ' _ . I /`—__---- ACCESS EASEMF1d7 $ � I Coordinote System, North Central Zone, Nqp83. The ang eebetween plat � �W ' � BEGINNING bearin and � I I I 9 grid bearfng = -00'07' S9". �� ' '� . � I S01'48'STM IB{.SO'��—�— I . . . � ��o:�ao' � OZD �Q I I - � 12.5�ACCESS EASENENT � � ��N��,� � �N I 3. This plat supersedes ond does hereby vacate all.lots, eosements and ri hts-of-way shown on all previous plots of�this property. Soid plats sholl � I CAB.'A',SLIDE 8466,-+-� rjq_y.yp� � 1� = 9 � � � (n i . . P.R.LC.L � I � �� . no lon ger�h a v e a n y f o r c e o r e H e c Y u pon approva l o f this replat by the City � W � �� . o � � �N � � af Grape�vine, Texas. Previous plats of Lot 2, Block B, Grapevine Vineyard: n- Cabinet A°, Slide 5182 and Cabinet "A°, Slide 5997, plat Records, Tarrant . k. �� I I � I . . . . � o� b � � m . � County� Texas. . . . � i Z i ~ ' I. n� � `" I 4. All corners are monumented wi{h a 5/8 inch iron rod set wtth a cop � I� N � . � �� I$ � L07 3 � � . , i 0 . .stamped 'Bury+Partners",.unless otherwise shown hereon. 1 �� I n � I s/eA(cp�j ,� � I� " . . �p � 1.537 ACRES m . � � . 5. The subject tract of land-shown hereon Iles within Zone X, defined as � �, �, ,W � Q � � � � � � I S < 66,960 SQUARE FEET t� � � _ > Areas determined to be outside 500-Year Floodplaln" as identified by the � - � I �� I � �`6' ^ � ZONED CC: COMMERCIAL N I `� Federal Emergency Managemant Agency, Flood.Insurance Rate Map, os shown � � I �3! , . � W 3 Mop No. 48439CO210 H, dated August�2, 1gg5, for the City of Grapevine, ' � I a . � ' I � � � � �.-1 � 7arront County, Texas and incorporated oreas. It this site is not wtthin an fdentified 5 ecial Flood Hazard Area, this flood statement doas�not imply � I � BLOCK �3 � g s � � � P � m L�7 j ' �M I � I 0 � . � that the property and/or the structures thereon will be free from flooding ' I ~ 3 � GRAP�VIN� I'r� � m j m� �� of{he sur eyo9e� This flood statement shall not create �ia6ility on the port I 1/1N�YARD i^ � I J � s. nrea 5ummary. I � o �< CABINE7 "A' SL1D� 84s6 �m � I i� °D� N .�r � �Z � o=��• � L07 2R �� 'J m Right-of-Wey Dedicotion: 0 S uare Feet � � � sa.ae• ��z'c.�.Ri, c a Eosement Dedication: 33,584 Squore Feet .. � �1 UO � . P.R,7.C.7. . �,_„�„•zrF ��«.�., 1 CIRf . I� �J . I 4.637 ACRES r*i I� � , Net Plotted Areo: 235,337 Squaro Feet � � 1 . Z � ;J . � � \�`�°'-f°.� . ACCeSS Eq5��7 '��"'tc.�.i 1 I� � Total Platted qrea:�268,921 Square Feet . I I ••Wr�x � ----- _ _— � 201,961 SQUARE FEET �j� la � ZONED: CC COMMERCIAL I Nm_�e•e�t _,.2,,. � gp�go�7•W �� ' Z V LpIC.MO.� \ Z Im O � I � m � 5��_46�5��W �9�•�� ,L�� '� W � . � . � �� sm•w•srw uz.w-----J�S88'13�03'E � �'�r . � I n �"_70°' �'�� .�5 PLANNING & ZONING COMMISSION: GRAPEVINE CITY COUNCIL I I GKAPEI/1N� D�V�LOPM�N7 1J1, LP i �,_,,,,5� '�,`«w; i a N ' � I i �,��' ��, � 5 8 �� Dote A roved:� c.c, �'1L� No. D2a34 i a5�a � I �� i � � PP Date.Approved: 1 i I ` D.R.7.C.7. i D� �� Chalrman: Mayor: I I I "� � i . � ' � - i �'Sj . . � G�� . . � Secretary. City Secretary. . . i � � I I �� Z I I I �� ,A � ^'N FUTAL PLAT . I 25�DRAINAGE EASEMENT i I' i �V I . i.. ' CAB.'A'.SLJDE 8466.P.R.T.C.T. I� . . . � I i i ;^? I LOTS 2R AND 3 - I � ---- 25'DRAINACE EASEMEIJT I '� m � ' - --- - - -- -- BLOCK B — — — -- --- ------------------------- ----� ,zs.00� �� I 1— —�--------- � ---�---- -- --- —�-----------T------=.----------- G R --- -' ' S00'42'47 W 370.73� --=�- t-----=--- � R -- - -- ---�----- � PEVIN -- __ __ __ ,z� ---�------- ---------- � 10'UiIIJTY EASEMENT -----'-- ' ' VINEYA D � AN ADDlTION TO THE —� CITY OF GRAPEVINE io'unuTr�s�n�r / S00'42'41"W 551.51' TARRANT COUNTY, TEXAS. � . . . � CAB.'A'.SIJOE 8466.PAT.C.7. . �/x'c.ins. / . ' - . . . . . vse'fc.u.) J � s/e•ui.rt.r. � . �^s��g��r+� . . •��•��y,� � BEING A REPLqT OF L07 2,BLOCK B, GRAPEYIVE VINEYARD, . . � . � . M.�.wv.�rzm . � i AN ApD1170N TO THE CIT(OF GRAPEVINE,TARRANT COUNTY, 7E)Lqg, ��Z'�"'g'��0° � � AND BEING LOCA7ED IN THE d GIBSON SURVEY, ABSTRACT N0. 587, •CURVE DATA• •tJNE TABLE• ' � TARRANT COUNTY,TEXpg,. i S. P. AIRPOR7 7�XA5 #l, L7D, Preliminery 2 LOTS — 6.174 ACRES CI R�35.00' �4NE BEqRING . 015TANCE � � ;� ) o_soroo�o�- u N�,•,��5,-� . ,Z.�• CR��N—B1LLINGSLY A1RPORT #i, L7D. I FEERUUARY,2006 EBR `°�`'98 u. see-�soa•e aso� 1/OLUM� 7143, PG. 600, ' VOLUIv1� l 3382, PG. 1 23, mis document shal� not be Z�m� ��MERqAL �CH�N46'�6'SYE � � � � . ��L_�.�' ' . � - � � I .recorded for anY P�ryose. � . D.R.T.C.T. D,R.T.C.T. � For Review Purposes Only ��ER/APPLICANT• ENGINEER/SURVEYOR• Nilliam G Hoddoek�qp�q GRAPEVINE AMERICAN. LTD. BURY + PARTNERS-DFW, INC. ( I Registrotlon No.578a 1800 VALLEY VIEW LANE 5310 HARVEST HILL ZON�D: GC COM1YlERCIAL � zONED: CC COMM�RCWL �a��«�� HICKORY CENTER SUITE ioo ' � � . . . _ . . � . . _ . I . . _ . . i . � . � � DAIIAS, TEXAS 75234 DALLAS, TEXAS 75230 . . I (ass� s2z—azoo ��. (s�2) ssi—ooii CONTACT: BILL�HADDOCK;R.P.L.S. ' S:�SUR\30445-01�SURV\30445=01FP�T.dwg modified by rhamil at Feb 13, 2006 — 2:13pm PLAT FlLED IN' CABINET , , SLIDE . P.R.T.C.T. DATE: SHEET 1 OF 2 EXHIBIT� TQ . �b— pags _=�___. of � , , OWNER'S CERt1FlCATE OWNER'S DEDICATION AVIGATION RELEASE SURVEYOR'S CERIIFlCATION � WHEREAS, GRAPEVINE AMERICAN LTD., is the sale owner of a 6.174 ocre tract of NOW, THEREFORE KNOW ALL MEN BY'fHESE PRESENTS, lHAT GRAPEVINE STATE OF iEXAS � • I, �Iliam C. Haddock, of Bury+Partners—DFW, Inc. a Registered Professional Land � � land located in the James Gibson Survey, Abstract No. 587, City of Grapevine, AMERICAN, LTD., does hereby adopt this plat of LOTS 2R AND 3, BLOCK B, COUNTY OF TARRANT • . Surveyor in the State oi Texas, do hereby dedare that I prepared this plat from _ Tarrant County, Texas, and being all of Lot 2. Block B, Gropevine Vineyard, an 6RAPEVINE VINEYARD, an addition to the Clty of Grapevine. Tarrant County, an actual and accurate survey on the land and ihat the corner monumants addition to the City of Grapevine, Tarrant County, Texas, according to the plat Texas, and does hereby dedicate to the.public use forever the right—of—woy and � WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter called "Owner", is the�owner of shown thereon were properly piaced under my personal supervision in accordance � � filed for record in Cabinet "A", Slide�8466, Plot Records, Tarrant County,.7exas, easements shown hereon. The easments shown hereon are hereby reserved for thot certain parcel of Iand located in the City of Grapevine, Tarrant County, with the platting rules and regulations of the State of Texas and the City of said Lot 2, Block B being a portion�of that certain tract of land described in the the purposes as indicated. The utility easements shall be open for all City and Texas, being more particulorly described on this plat. Grapevine, Texas. n . deed to said Grapevine Amerfcan Ltd., fiied for record in Volume 12937, Page - franchised public utilities for each particular use. The maintenance of paving on . � � �271,-Deed Records, Tarrant County, Texas, and being more particularly described the easements are the responslbility of the propety owners. No buildings or NOW, THEREFORE, in consideration of the sum of ONE AND 00/100 (f1•00) Surveyed on the ground December 30, 2005. P�eIIPTllflOfy by metes and bounds os follows � auxiliary structures shall be constructed, reconstructed or placed upon, over or DOLIAR and other valuable consideration, the receipt and sufficiency of which is This documen�t shall not be - . across the easements os shown. Said easements being hereby reserved for the hereby,fully acknowledged and confessed. Owner does hereby waive, releose, recorded for any purpose. - COMMENCING at a 5/8 inch iron rod tound with a cap stamped "KHA" at the mutual use and accomodation of all publtc utilities using, or deslring to use remise and quit claim to the City of Grapevine, Tarrant County,.Texas, The . FOf RCVIeW Ptl�PO38S Or11Y Northerly end of a comer cllp at Yhe intersectlon of the South right—of-way line same. Any City or franchised utility shall have the full right�to remove and keep Dallas—Fort Worth Intemationol Airport Board, The Cities of Dallas, Texas and Fort �William C. Haddock, R.P.LS. vnmam c.HaEdock,R.P.LS . . removed all or parts of any fenced, trees, shrubs or other im orvements or State of Texas No. 5764 . of Grapevine Alills Boulevard North (formerly,known as Anderson—Gibson Rood or P Worth, Texas, their successors and assigns, hereinafter called "Cities", for the use Rag(stratian No.57ea growths which In any way endanger or interfere with the construction, ond benefit of the public and Its agencies, any and all claims for damages of Bury+Partners—DFW, Inc. donuary e,2ooe County Road No. 3044) and the East right—of—way line of Farm—Market 2499 (a maintenance or efficienc of its res ective s tem on the easements ond all Cit 5310 Harvest Hill Road, Suite 100 . � : � 160 foot wide ri ht—of—wa said iron rod also bein the most Northerl . Y P � Y any kind to persons or property that Owner may,suffer by reason of the passage Dallas, Texas 75230 . . . . 9 Y)• 9 Y or franchised utilities shall at all tiines have the full right of ingress and egress and flight of all aircraft in the air spoce above Owner's property above the � Northwest corner of Tract B (Future Right—of—Way) as show� on said plat of to and from and u on said easements for the ur ose of constructin 972 997-0071 p P P 9� � height�restriction as presently established by Ordinonce No. 73-50 for the City � ) Gropevine Uneyard; - � � reconstructing, inspecting, patrolling, maintaining and adding to or removing all or of Grapevine, known as the Airport Zoning O�dinance of the Dallas—Fort Worth � � parts of its respective system without the necessity at any time of procurring International Airport. to an inttnite height above same, whether such damage � . lHENCE North 84' 11' 40" East, along the�South right—of—way line of said the permission of anyone. . � shall originote from noise, vibration, f�mes, dust, fuel and lubricant particles, and STATE OF TEXAS • � . Grapevine Mills Boulevard North, o distance of 100.57 feet, to a 1/2 inch iron rod . oll other etfects that may be caused by�the operation of aircraft, landing at or found for the most Northerly Northeast corner of said Troct B and the most This plat approved subject to all platting ordinances, rules,regulations and taking off from, or operating at or on the Dallas—Fort Worth International Airport. COUNTY OF DAI.LAS � Northerly Northwest comer of said Lot 2, said�iron rod also being the POINT OF resolutions of the City of Grapevine, Texas. . BEGINNING of the herein described tract of land; . - This instrument does not release the owners or operators of oircraft from liability BEFORE ME, a Notory Public, personally appeared �Iliam C. Haddock, known to � � � NATNE55 MY HAND this the_day of . 2006. . � for damage or injury to person or property caused by'failing aircroft or falling me to be the�person whose name is subscribed to the foragoing instrument and � � THENCE continuing along said South line as follows . . � . physical objects from atcraft, except os stated hereln with respect to noise, acknowledged to me that he executed the same for the purpose and � � GRAPEVINE AMERICAN, LTD. fumes, dust, fuel and lubricant partides. consideration therein expressed. North 84'11' 40" East, a distance of 124.62 feet, to a 5/8 inch iron rod pVEN UNDER MY HAND AND SEAL OF OFFICE this the da of - . found with a cap stamped 'KHA"; , � - It is agreed that this Release shall be binding upon said owner and his heirs and . _ Y . assigns, and successors in intrest to said property, and it is further agreed that 2006. North 88'15' 10" East, a distance of 197.01 feet, to a 5/8 inch iron rod � R. L. Lemke, Vice President this instrument shall be a covenant running with the land, and shall be recorded . found; � . . � in the Deed Records of the county or counties in which the property is located. _ Notory Public in�and for the State of Texas North 89'20' 41" East, a distance of 155.72 feet, to a 5/8 inch iron rod � � EXECUTED at Dallas, Texas, this_day of � , 2006. - � � found with a cop stamped "KHA" for the Northeast corner of soid Lot 2 , . � . GRAPEVINE AMERICAN, LTD. � . � ond the Northwest comer of a called 13.7532 ocre tract of land described STATE OF.TDCAS • � � � � � � � in the deed to S.P. Airport Texas #7, Ltd., filed for record in Volume 13382. . . � . � . �� Page 125, Deed Records, Tarrant County, Texas; � � COUNTY OF DALLAS • R. L Lemke, Vice President � a �THENCE South 00' 42' 47" West, along the East line-of said Lot 2 and the West BEFORE ME, a Notary Public, on this day personally appeared R. L LEMKE, known � line of said 13J532 acre tract, at a called distance of 426.05 feet, passing the . to me to be-the person whose name is subscrihed to the foregoing instrument STATE OF TEXAS � � .�� Southwest corner of said 13J532�acre tract, and continuing in all, o distance of� and acknowledged to me that he executed the same for the purpose and COUNTY OF DALLAS • � �, 557.57 feet, to a i/2 inch iron rod found with a cap stamped�"USA" for the consideration therein expressed. � - Southe6st corner of said Lot 2 and the Northeast corner of-Lot 1, Block B of� . BEFORE ME, a Notary Public, personally appeared R. l. LEMKE, known to ma to � � � said Grapevine Vineyard; GIVEN UNDER MY HAND AND SEAL OF OFFlCE this the_day of � be the person whose name is subscribed to the foregoing instrument and � � � - � 2006. acknowledged to me that�he executed the same for the purpose and . . 'MENCE North BB' 13' 03" West, along the South Ilne of soid Lot 2 ond the � consideration therein expressed. .. .North line of said Lot 1, a distance of 506.03 feet, to�on "X" cut in the � � concrete pavement of an existfng concrete drive, said "X" cut being the Notary Public in and for the State of Texas GIVEN UNDER MY HAND AND SEAL OF OFFlCE this the_day of , � � � � Northwest comer of Lot 1 and Southwest comer of Lot 2, and being on the East - 2006. , Iine of the aforementioned Tract B; � - � � � THENCE along the East line of said lot B and the West Ilne of said Lot 2 as Notary Public in and for the State of Texas � ' � -follows: � � � . North Ot'46' S7"�East, a distance of 493.55 feet, to a 5/8 inch iron rod � � set with a cap stamped "Bury+Partners"; � � � � . North 43'11' 09" East, a distance of 30.21 teet, to the POINT OF . � ' . . BEGINNING and containing a computed�area of 6.174 acres. � � . FINAL PLAT LOTS 2R AND 3 BLOCK B G RAPEVINE VINEYA RD AN ADDIl10N TO THE CITY OF GRAPEVINE TARRANT COUNTY, TEXAS. - , � � � BEING A REPLAT OF l0T 2,BLOCK 8,GRAPEVIVE VINEYARD, � � . � � AN ADDI710N TO THE CITY OF CRAPENNE,TARRANT COUNTY,7EXAS, �: . . � - � � AND BEMG LOCATED IN iHE J. GIBSON SURVEY, ABSTRACT N0. 587, . � � TARRANT COUNTY,iEXAS. 2 LOTS — 6.174 ACRES . � � � - . � FEBRUARY.2008 . � � � � � � � ZONED: CC COMMERqAL . . �� . - � OWNER/APPLICANT: ENGINEER/SURVEYOR: � � � � � � GRAPEVINE AMERICAN. LTD. BURY+ PARTNERS—DFW, INC. . � � � � � � 1800 VALLEY V�EW LANE 5310 HARVEST HILL � � � � � . � � - � t HICKORY CENiER SUITE 100 � � � � � - DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 � . � . . . . � � . (469) 522-4200 TEL (972) 997-0011 � CONTACT: BILL HADDOCK, R.P.L.S. PLAT FILED IN CABINET , SLIDE , P.R.T.C.T. 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I I � 9, � 6.1]4 ACftES �� EXISTING � a `M," � � I; soiae'sYw-ieaao' - - ��> H �—� I� � ASHLEY'S � � CASE NAME: LA-Z-BOY FURNITURE � I� g� I � '� � � � I �� ! : CASE NUMBER: CU06-03 � � I I I V 1z I i o I O i'9 / 'Q "Q � � LOCATIONOTS 2R &3EGRAPEVt E NNEYARD � �, � ' I ' i�� O to to . � � � � I /Inn I j. � ^ / I . . � � I I � �. _� O N � a � i �� . � I � � I I :� . �� . . O I I I . I � �. 1 I _ S CR I � � Q I I i �I I' DATE: I I � ` U I I �'�i PLANNINC ANO ZONING COMMISSION � { � � � � - � a 18' 24' 78 -1 24' . ' � � �'��I � I � � � � , " I I� I -- � � FUTURE �--8-i 2--4-��—I � ��i ' . A�IR N � ; � I � RETAIL � � �' ! DATE: ! $ � zz,i2s sr � � � ; � I � . I i _._ � I I ,, � _.' SHEEf:_OF_ . ---'"--- �/'� j � � II /; APPROVAL DOES NOT AUTHORIZE ANY WORK __-_ ....____.� � /i � I {' - � ,- I � . . IN CONFLICT WITH ANY CODES OR � f� � ��% � � �I I I ORDINANCES. W-""°`""'°"`-'"- � � � � DEPARTMENT OF DEVELOPMENT SERVICES . I � I � ' I , __ ..._- - ------_. ... E..„«- __ : ___-J_ a.�a;---1------ --___ .- g------._ �.,,-.,_ . ---_ ____...._ ._..-- --- ---- ---.,..,. . .------ --".�,r__...._-- ----_ ---- I � ---- - ----- �----I— --^--<- --- --- --�"+ --�- '� `� � , MASTER SITE PLAN --r - - �-_ _� - + - � � � � � ,- ,2 0l ,2 I � o � , , �, �►z-BOY --------� LOT 2, BLOCK B -�. �a,-��-- ----T- -7-�---------- � - - - - - -J - --L�-'- - - - _ _ �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 � ' ._ , ZONED: COMMUNITY COMMERCIAL DISTRICT ; '`i GRAPEVINE VtNYARD i AN ADDITION TO THE CITY OF GRAPEVINE, No�: ' i TARRANT COUNTY, TEXAS; CONDI710NAL USE REQUEST CU06-03 IS A REOUE5T TO EA7ABLISH A PLANNED � � @� 3 COMMERCIqL CENTER AND TO ALLOW FOR A 40-FOOT POLE SIGN. JANUARY B, ZOOB l. � � . � - . � ,� . ; OWNER: I CIVIL ENGINEER/APPLICANT: SURVEYOR: . � � . � . i GRAPEVINEi.AMERICAN, �TD. BURY+ PARTNERS-DFW, INC. BURY + PARTNERS-DFW, INC. � - BENCHMARK: � 1800'VALL�Y VIEW LANE 5310 HARVEST HIL�ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 , - � , - eMn�=sas.�o . �� t H14�KORY!CENIER DA�LqS, TEXAS 75230 DALLAS, TEXAS 75230 � � - � - . BOXCUTfOUNDONINLETi500'SOIITHOFSTARSSSTRIPESWAY ; DALLAS, TEXAS 75234 � PHONE:�(972) 9g7-0011 � PHONE: (972) 991-Q017 � � � ONTHEWESTSIDEOFF.M.2499QTHESOUTHEASTCOftNEROF PHONE: (21�4c) 631-7813 CONTACT: SHERROD BIBB, P.E. CONTACT: DAVE DE WEIRDT, R.P.L.S. �yy TME'ROOMSTOGO'PAftKINGLOT. CONT/�.CT: µ.W BROWN F:\30465-Ot\44501MSPN.dwg modified 1�y�7�S�n4f oP�Fep59l3VSP��r9_mQ��fP�by nc�m'd ot Feb 13, 2006-1:33pm � ' � CASE N0: SHEET 1 OF 1 . � � \.\ \ . . � . • �. �, p � \ EXHIBIT�._ TO �.��2.:l� , Page �. of _1�2.-- _s� \ _._ _ , . . � _ � � , - - _ __,,, - �.�, -� � ; � . � . � � � �\\ . . , , . . .. �� •`�. S�TE � � �\ � - ---- °• NQ1'�s�sTE-2tzar � � � � � . _ _ - _ - - — —s�o- . - _- _ _.'_- _ _ � . . � �o u�.m ms � . . . . ..._- __ _ _____-___ -538.��-_ . 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LOCA710N ��E7 S'� ��' ZONED CC DISTRICT x . . ..�. � / . � 'j Z I 8� --' �.; \ �� a' . � PARKING REQUIREO(1200) �a sPnces CASE NAME: LA-2-BOY � ' I �I, 12• �, i I� ' � � � PPRKINGPftOVIDEO(TOTAL) � 795PACES - �$E NUMBER: CUOG-O.3 �. . I I . T ' � �F . HAN�IGIP PARKING REWIREO 2 5T011 VAN . � {__"""__ _�. '_"" -'"_.._.... ' �~ i ! I� 10 Q:�, , " HMlDICAPPFRKINGPROVIDE� 25T0.;3VAN LOCATION: 3450 GRAPEVINE MILLS PARKWAY F� � •�< � T �' --- 10T5 2R dc 3� GRAPEVINE VINEYARD , ; N i � ' -� .,_ \ 9UILDING SQUARE f-0OTAGE 1<.852 5�.FT. , I �� I I ..�._. �_.. ..._ . . _ BUILOINGHEIGHT Jt' . � � I � I NOI'�8'37'W � ...._. ' , _ . { I ,Sr `__ _ �� _ _ � _ .i 1� 1I I LOTGOVERAGE 21.BB% ' . � � �1� ,'�. `�W MPS7ER LOCATI . -'�-. "5 . I . � I OPEN SPACE PREA . 15,029 50.F1'. . � . . . �, � I '�:: I �I �' ' � 6'SC EEl11 G � ) � � � � I I I OPEN SPACE COVERAGE �22Aa% A�� '� Y . � , �1 � b� v;;, I . DATE: . � J� , I � �y �b Se'SY - - - - - PUNNIN6 AND ZONING COMMISSION . �: ..i� ;, �� ' � �i' . � � . . � i � ! � � ��I� •:��-�� e' �Y ��n2' �- � "�""', � � �� . �, � q � �z I; pu� e'�v�, c '� � DATE• CHA . j � l� I � � � � � ',p 1 � ; ' I � � � . ; g , „ Ij L...� � � �, � �V �' 20� ~ -_ _°�z `�-- SHEET:_OF_ ._N. 215D .. .: i�� ,., EXISTING - � �,.e� � � �� . %��`t8 �'190• � a� � . APPROVAL DOES NOT AUTFiORRE ANY WORK ASHLEY'S ' I b I �.-- __ IN CONh11CT Wliii ANY CODES OR FURNITURE � ' I �' '"� ` � , a/ �'�7 . - ss, � � I I I I I ORDINANCES. . � � � I I �� j � N RE P NO 'Q . � z � i ��: ',. '� i _ I � _ �i � � � I DEPARTMENT OF DEVELOPMENT SERVICES ' � � � � �' ___ �� -- -- ALL DIMENSIONS SHOWN ARE TO FACE OF � W � I I; _____ __ CURB UNLESS OTHERWISE NOTED ' I � �, i �i -- ---- ---------.-- ----------- j � .� � I I — 'J� � ---- � j � I � � i � � -_� � �. � � a i �P�� __ i . i � � ' � � � I ` I i�! -- FUTURE � 0 . . i � i . i. --- ii ----- � — � RE 25 sf � . I S _ ; ; i ---- -- -= lf ; , � � � �� T�,e °-- , � i � - �s'a SITEPLAN -- , u, � i , I ,.r �. .. �=�a -- --- _ —' ✓ , r � � i i , i � �:.. _�, �—- ,� i; � ,.---- ------------- - . �..�� a b LA Z-BOY °.-,��k,.,.._...�..�• � ; �� I I';! ,� �� LOT 2, BLOCK B ,.— � ; � �� _ , . yis'"� � � 1. '. I . . .. ._..._._.___. � �° . , .. . _._ ...___..... ....___..... PQa�,`Z� �♦ ---._ ____ ,r„" ____. Y VINE VIN ARD , _1�`,a-�--.1 __ _ �--- -- ,,/nL --- ' AN ADDITION TO THE CITY OF GRAPEVINE, �� i, - - ,�-- '', . i � ( � I I TARRANT COUNTY, TEXAS, --- -- , V� i i a•`5 ,. .�„__�,.-m`a_-— , , 1 __._ . __ --�� . — L — �_ -F- _. - - -, � - �� I f �" � JANUARY 6, 2006 � ;: — - �.._ — . � j i � I I (. I '� ` � �q I i.� j� �! � .�L � d I I i I � � .�- � �� \ . A,1571! . �r r � � OWNER• CIVIL ENGINEER APPLICANT: SURVEYOR: --- ' -z-.,_.......s - --- � --- -- , __-._�_ -7 E - � �' � _ �..._ y .t-_- _ _ _ _ _ _.,,,,._. , i -i= ��_ _ _ GRAPEVINE AA4ERICAN, LTD. BURY+ PARTNERS-DFW, INC. BURY+ PARTNERS-DFW, INC. � _ _ _� _ _L_ - - - - - - -�-- - - 1800 VALLEY VIEW�ANE 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD,�SUITE 100 . - - - - - � . � BENCHMnRK: � 1 HICKORY CENTER DALIAS, TEXAS 75230 DALLAS, 'fEXAS 75230 � BMUi=539.7a DALLAS, TEXAS 75234 PHONE: (972) 991-0011 PHONE: (972) 991-0011 � � � BOXGUTFOUNOONINLET3500'SOUTHOFSTAR585TRIPESWAY pHONE: (214) 631-1813 �CONTACT: SHERROD BIBB,�P.E. CONTACT: �OAVE DE WEIRDT, R.P.L.S � . . ONTHEWESTSIDEOFF.M.2998�THESWTMEASTCORNEROF CONTACT: LEW BROWN ' � ' ' - � � THE'FOOMS TO GO'PARKING LOT. � � F:\30445-01\445075PN.dwg modiFied by'rHL��4145�t01F��d�Q15P�8�iq_rr�d��ie��by rhomll at Feb i3, 2oos -i:3sPm � � � � � CASE N0: SHEET i �F � , G E N E R A L C O N S T R U C T I O N N O T E S L E - � 1.STANDAflD$AND SPEdFI'W710NS ALL MATERIALS 0 .CON57AUC710N METHOD$,WORKMAN411P,EWIPMENT,SERVICES AND TESTNG GOR ALl 23 1RAFflC CON7R01_ �T$HqLL BE T1E RESPONSIBIUTY OF iHE CONIRACTOR Tp DEVE�OP'AND SUBMIT FOR APPROV�L BY 7HE GOVERNING- PRpV[H�y�1NE� -_ � . PUBIJC IMPROVEMENTS SHALL 9E IN ACCORDANCE NiTH TXE COVERNING AUTHORITES OqDINANCES REqlUT10N5,REWIREMEHTS,STATUlES, AUTHORITIES,A TRAFFlC CON7ROL PLAN,PRFPAREU AN�SEALED BY A PROFES$IONAL QlGINEER UCENSED IN THE STATc OF TEXAS,WTIJNING - -- � � _ . SPECIFlCATONS IV1D DETNLS,UTEST PRIN77NC ANO AMENOMENTS R7ERET0. 7HE GO�ERNING AU7HORITIES�PUBLIC WORKS ANO WATER 1RAFFlC MANAGEMENT PROCEDURES TO BE Pqpy�DED�DURING CONSTRUC110N. 7RqFFIC CON7ROL MEASURES SHALL BE PRONDED IN - - �`w� � � O � , DEPARTMENT REWIRENENTS,PLUMBING CODES,AND flRE OFPARTMENT REGULATIONS SHALL TAKE PRECEDEPIT FOR AlL PRIVATE IMPROVEMENTS ACCORDANCE 1MTN THE FOLLON9NG ADOITIONAL REWIREMENlS: BURDINC I.. J , ' i I _ _J . L _ �Y � %11 N71ERE APPl1CABLE ALL O1HER PRIVATE CONSTRUCTION,NOT REGULAIED 9Y THE 60V[ryNINC AU7HpR�7Y,SHALL BE IN ACCOROANCE N9TH IHE � � ^� � STANOARD SPEGFlCATIXJS FOR PUBLIC NORKS CONSTRUC110N,NORiH CEN7RAL 7Tj{q5-NORhI CENIRAL lE%AS CWNGL OF GO�EFNMENIS, A. CONSTRUCTON OF$IGNING AND BARRICADES SNALL CONfORM N1TH 7HE"1980 TE%AS MANUAL ON UNIFORM IRAF}lC CONTR0.DEVICES�,AS �,p��yAnON. ;�p � fFE�890,pp N/A � W �8 '" !...y LAlEST PPoN7ING AND AMENDMENTS THERETO:E%CEPT�AS MOOIFlFD OR AMENpEp BY THE PROJECT�7{tACT DOCUMENTS WRRENTLY AMENDm,7E%q5 DEPARIMEN7 pF HIGMWAYS AND PUBUC'IRANSPORTAPON. �- g �p � . 2 E%A111NA710N OG 91t' THE CON7RACTOR ACKNOWI.mGES 1V1A7 HE HAS INVEStIGq7Ep iWD SAlISFlED HIMSELF AS TO T7E CON�ITIONS B.THE CONTRACTOR SHqLL BE REWIRED TO FURNISH BARRICADES,FLARES,Fl.AGAIEN,ETC.,FOR THE PROTECTION�"lHE PUBUF EMPLOYEES SPOf F3EVAl10N x�P' N/A Q� p Q - �-• AFFEC7ING lNE WORK,INCLUOINC BUT NOT RESTRIC7fD TO 1HOSE BEARING UPON TRANSppRTATON,DISPOSAL.HANDLING AN�StORAOE OF AND T1E WORK. �?'- �� q v . MAIERIALS,AVNUBILITY OF LABOR,WATER,ELECTRIC POWER,ROADS AND UNCERTAINTIES pF WEp7HER,OR SlM1UR PHYSICAL CONDITONS AT THE � d . �7E.CONOITIONS OF THE GRWN�,7HE CHARAC7ER OF EWIPMENT AND FACNTIES NEEDE�PREIJMINARY TO AND DURING PERFORMANCE OF 1HE C.THE CONTRACTOR SHALL PERFORM HIS WORK IN SUCN A MANNFF AS TO CREAIE A MINIMUM OF INTERRUPTON TO iRAFFIC ALONC ADJACENT '�RB �- ---' � -----° � p' �5 � � "'. _...__ -__ a . WORK. THE CONIRACTOR ACKN0IM.EDCES THA7 HE HAS INSPEC7E0 1HE SIIE OF THE ' _� � M'ORK AND IS FAMItJAR YATH 1}iE SOIL CON01710N5 TO BE ROAOWAYS.TWD WAY 1RqFFIC MUST BE MAINTAINED ON ALL ROADWAY$AT ALL TMES iHRWGHWT CANSTRUC710N UNLESS KRITfEN ��T�� ,,,,,,,_„_._____,�._, ��_ N/A � ��q � . ENCOUNiFRm. ANY FAILURE BY THE CONTRACTqt TO ACpUA1NT HIMSELF W17M 7ME AVMUBLE INFORMATION N7LL NOT ROJEVE MIM fROM � PEftMI5510N IS GRAN7ED BY lME GOOERNING AU7HORITIEi � � � . RESPON9&LITY FOR 6TMA71NC PAOPERLY 7NE DIFFIWLTY OR COST pF 9JCCESSFULLY PERFORMINC 1HE N'ORIC. 7HE OEVEIOPER ASSUMES NO � �� e � RESPONSI�UIY FOR ANY CONCLUSIONS OR INIFXPRETATONS NAOE BV lHE GONTRACTOp pq TiE BA515 OF 1NE INFORMATON MADE AVAILABLE BY D.ALL 51GryACE.4ARKWCS,LMJiTNG BMWCADFS,MGMEN AND OTHE7t DEVICES aND PERSONNEL REWIRED FOR 7RAFFIC CONTROL WRINC nie oEw.oaEx. • 9 _ � CONSTRUCTION OF 1HE PROJECT NqLL BE INCLUDED IN TNE CON7RACT AMOUNT. �U� � � N/A ----RL---- - N/A' Z q$� � 7.7UB9WFM'E INYFS1fGA710IC SUBSURFACE E%PLORATON TO ASCFRTAIN TNE NANRE�$qLS,INCLUDING TXE AMOUNT OF ROCK,IF ANY,IS E.ALL TRAFFlC CONTROL DENCES IISED OURING NIGNTIIME SHALL BE REFLECTOfUZED,ILLUNINATED FROM VATHIN OR E%IERNALLY ILLUNINATED. SIYALE m YALLEY CUTTER . y_ � N�A � p� ��' . .y..............y.. -a- � e 9v� . SBIJTY OF 7HE CON7fiACTOR IT$HALL BE TNE RESPqJ$IBILITY'OF 71{E CON7RpCi0R TO MANE SUqi SUBSURFACE INVESTCAl10N5 0 � _�o� AS HE DEEMS NECESSAFY TO�EIERNWE THE NANRE OF THE 4AlERIAL TO 6E ENCOUN7ERm. $OME SUBSURFACE E1�LIXtAPON XAS BEEN F.THE CqJTRACTOR SHALL NOT REMOVE ANY REGUUTORY SICN,INSIAUCTONAL SICN,WARNING SICN.STREET NAME SGN OR ANY SIGNAL. � �R�E ��5�. __ -j h- . PERFOR4ED B7 7HE GEOTEpINICAL ENpNEER OF RECORD ON 7HE PROJECT ANO IS PROVIDED FOR MFORMATONAL PURPOSES. 1HE DEYELOPER WFi�(71 QIRRENTLY EXI57'S,NiTHWT i}7E CdJSENT OF 1HE GOVERNING AUIHORiTES. -' N u+ . . x . .___ ._. _" _ ��u � AND ENdNEER DISCLqIM.qNY RE�ONSIBNTY FOR iHE ACCURACY,iRUE LOCnTION ANO EX'fEN7 pP 7ryE SdLS INFORWTION THAT.HAS BEEN �"� -;` - � PREPARED B7 OTHEftS. 7MEY NRTHER DISCL�IN HESPONSIBILJTV FOR INIERPRETATION OF 1NAT DATA BY THE CON7RACTOR,A$IN PROJECTNC G THE CONiRACTOR 9iALL MAINTAIN AND REPUCE WHFRE NECESSARY ALL SIGNS,LIGHTS.MARKINCS AND TEMPORARY PAOEMENT $�pqy pp�JN SdL BEARING VALUES,ROCN PROFlLES,SOILS STqgILITY ANO THE PRESENCE,iFVEl qND E%TENT OP UNDERGRWNO WATEN. IMROUGHOUT T1E CONSTRUCTION PERI00, - --- --- - _ ' ' ¢ ` _ �.IOPOfXiMHIC 9URVEY: TOPOGRAPNIC SURVEY INFORMATON 9iUNRJ ON 7NE PfANS IS PRONOW FOR MFORMATONAL WRPOSES 7FIE K '�HE CON7RACTOR Sf{qLL REMOVE ALL TRAFFlC CONTROL MEASURES AT THE END OF CONS1RUCilON AND RESTORE UNIMPROVED PAVEMENT �� -'-'--'+�� - �° --'Lk-- . CONIRACTOR SHALL BE RESPON9BLE FOR�rEHIFYINC 7MAT THE INFORMATION SHOYM IS Cq2RECT,AND SHALL NOTIFY tHE ENQNEER IMMEDIAiELY AND OTHER DISNRBED MEAS TO iHEIR ORIGINAL CONDITON. ,��--.�� OF qNY ERRORS,�ISCREPANpES OR OMIS50N5 TO 1HE SURVEY WFORNAT�pN PROVIDm. pNY COSTS INCURRED AS THE RESULT OF NOT � �� _ _. ___1__ ` CONFlRNINC 7HE ACNAL SURVEY$HALL BE BORNE BY 7HE CONTRACTOR. _ . � . 21,ACCE55 TO ADJACQIT pqppp�g ACCE55 TO ADJACENT PROPERTES SHALL BE MAINTAINm AT ALL TMES UNLESS OTHERWISE DIRECIE� , �,� `, � BY THE GO�FRNING AUTHOftITES ANU/OR DEVELOPER. � �p��9�N�7 � �� .j_, , a caauu�ce rni uws THE CONIRACTIXi$HALL NLLY COMPLY N71H ALL LOCAL,STAIE AND FmEItAL UWS,INCLUDING ALL CA�ES, � ' N�A` * *I, ORDINANCES AND RECUUTIONS APPUCABLE TO THIS CONTRACT AND 1HE WORK TO BE DpryE 7ryFREUNDER,NNICH E%I5T OR MAY BE ENACIED 25 ACCE55 flW7E5.STApNC AI�A$ANp y�pp�(�� qLl PRIVA7E HAUL ftOADS AND ACCE55 RWTES AND 7NE LOCAl10N OF ALL �h�NL�'� / . L'AIER BY CAVFANM T , - EN Al BODIES HAV7NG JURISOIC710N OR Al1TFi0RITY�FOR SUCH ENACINENT.�ALL NS#iK REWIRW IINDER TilS CANTflACT STAGING AREAS AND STORAGE AREAS SHALL BE SUBJECT TO TNE APPROVAL OF THE DE�ELOPER, iHE CON7RACTOR SHALL BE RESPONSIBIE ........:.,.N -._-- ew v.._g�.._-__ '* �.. #�, � - SMALL COMPLY WI7H ALL FEQUIRFJAENTS OF UW,REq1LATON,PERMIT OR LICEryg. IF 1!{E CONRtACTOft FlNOS 7HR7 1HERE IS A VARIANCE,HE FOR MAWTAININC ANU REPAIRING ALL ROADS ANO�OiHER FACIUTES USED DURINC CONSTRUCTION. UPON COMPLETON�THE PROJECT,ALL M'A1ER 11NE 41ALL IMMmIATFLY REPORT 1HI5 TO 1HE DEYELOPER fOR RESOLUTION. NAUL ft0AU5,ACCE55 ROADS,SiAGING nREAS AND STORACE AREAS 9iALL BE RESTORED TO A CONOIlION E�UAL TO OR BETiER THAN 1HAT � � y�� 0.PUBl1C�JVENIENC4 AND$AFETy;� IN ACf.'ORDANCE N77H GENERpLLY ACCEPTEp CpN$7RUCTION PRACTCES TME CONTRACTOR SHALL BE AT 1HE TNE 7HE CONIRAC70R COMMENCES WORK ON iHE PROJECT. F1RE MYDRMR . ��- ;,. . N�� / �' SOLELY ANO COMPLE Y - ' . . WAER VALVE _.�w;_...__. lEL RESPONSIBIE f'OR CON01710N5 OF THE JOB 51TE,INCUJDING SAFEf1'OF ALL PFRSONS AND PROPERTY OURING 26 PMIMlC OF CONSfpUC7�p�EqJpyQ(F, qT NICHT ANO DURING ALL O7HER PERIODS OF TIME WI1EN EWIPMENT IS NOT BEINC ACTIVELY - � ' "-'- � " "' �� N/A . 1,1,� B$¢4Z ' . PERFORMANCE OF 1HE WORK. THIS REWIREMENT SHAtl pPPLY CONTINUOUSLY ANO N0T BE LIMITED TO NORMAI WORMNG HOURS. USEO FOR THE CONSTRUCTION N1�RK,1HE CONTRACTpR 5yAi1 ppRK THE EOUIPMENT AT LOCATIONS,WHICH ARE APPRO�ED B7 THE DEVELOPER. p, � DURING THE CONSTRUC710N OF THE PROJECT,7HE CON7RACTOR SHALL COMPLV N7TH THE PRESENT ZIXJING REOUIREMENTS OF THE CO�ERNINC ��M��x �� N/A � �I�f'y�``�A` MATERIALS STOREO IXJ THE WORK SIIE SHALL BE 50 PLACED,AND TXE WORK SHALL AT ALL TIMES BE 50 fANDUCTED,AS TO CAUSE NO AUTMORITES IN 7NE USE OF VACANT PROPERTY FOR 570RAGE PURPOSES THE CONTRACTOR SHALL ALSO PRONDE ADEWA7E BMtRICADES, �p��y[ (�n N/A � N/A GREAIER OBSIitUCTION TO THE TRAVELING PUBLIC THAN IS CONSIDERED ACCEPTABLE BY iHE GOVERNING AUTHORITIES�AN�THE DEVELOPER. TNE MARKERS AND LIdITS TO PROIECT 7HE DEVELOPQt,THE GOVERNING At/TiORITES,TME PUBIIG AN�7HE OTHER WORK ALL BARRICAOES,LIGHTS, Z /�O�I MATERIALS E%CAVAIFD SHALL BE PLACED 50 AS NOT TO ENOANGEA THE 1YJflK OR RREYENT FREE ACCESS 70 ALL FlRE NYDRANT$,WA1ER AN�MARKERS MUST MEET TNE REW�REMENlS OF TiE CO`�ERNING AUTHORITIES'REGULATIONS. RRI6UION MEIER - N�A m N/A VALVES,GAS VAL�ES,MANHOLES.AND FIRE ALARM OR PWCE CALL BO%ES IN 1HE NCINIIY. � ' 27.WATER FOR CONSIRUC7�pN; THE CON7RACTIXt SHALL MANE THE NECESSARY ARRANGEMENTS FOR PURCHASING WATER FROM hiE BWCR.CM PREVENIER � �I � � N/A . � . THE DEVELOPER RESERVES THE RIp1T TO ftEMEOY ANY NEGIFCT ON TXE PART OF TiE CON7RACi0R N1TH RECMOS TO iHE PUBLIC CONVENIENCE GOVERNMG AUTHORIN FOR HIS USE ON THE FROJEC7 SIIE. CO5T5 ASSOqAIED N9TH THIS SERMCE SHALL BE INCLUDED IN TiE CON7RACT �� N/� . pND SAFEIY YMICH IIAY COME TO'M1IE DE�ELOPER'S ATIENTON,AFIER 2a MOURS NOTICE IN NRITNG T0,1HE CONTRACTOR,SA`/E�N CASES OF AMOUNT. . EMERGENCY,YMEN THE DEVEIOPER SHALL HAVE iHE RIpiT TO REME�Y ANY NEGLECT XilryqJT NOTICE;AN�,IN OTHQ2 CASE,THE COST OF SIICH $y��'$E/(Q�UNE �� --Y"y�-�--�- �B'S$ � __p^�5-_ WORK DONE BV 7ME OE�ELOPER SNALL�BE DmUCIED fAOM THE MONIES DUE OR TO BECOME WE THE CONTRACTOR. iHE CONTRACTOR 91ALL 26 lEA1pOR/JtY ElEC1PoC AND COMA%1NICA710NS i0R CONSIRUO71pN; THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR '- �o � NOTFY THE DEVELOPER AND THE GOVERNING AUTHOPoTES KNEN ANY SIREET 15 70 BE q.0.5ED OR OBSIRUC7E0;SUCH NOTCE SHALL IN 7HE INSTALLATION AND PtIRCHA5INC OF IEMPORARY ELECTRIC ANO COMMUNICATIqVS SERWCES FFtOAI TNE GOVEitNING AU7HORITI6 fOR HIS USE ON � ��,�� a�:; „ � � � CASE OF MAJOR 7HORWCHFARES OR S7REET5 UPON NNICH TRAN5�7 BY TME DEVELOPER OR THE GOVERNINC AUTiORITIES.KEEP ANY STREET OR iHE PRO.kCT 9TE COSTS ASSOGATED VA1H THESE SERNCES SHALL BE INCLUDED IN 7HE CON7RACT AMOUNT. � ""�"�- ��--' �'�'� ----,.�--- � � S7RFET5 IN CONDI710N Fqt UNOBSIRUCTED USE BY EMERGENCY SER1A�5. WHERE THE CONTRACTOR IS REOUIRE�TO CONSTRUCT TEAIPORARY � C�� - - rt. - - 1 � � � � � BPoDGES OR TO MAKE OTHER ARRANGEAIENTS FOR CRpSSING 04Fit DITCHES p4 STREAMS HIS pE5PON51BNTY FOR ACGI�ENTS SHALL INCLUDE THE 28.fENCE.S ALl FENCES ENCOUNlEREO AND REMOYED IXIRING CONStRIICTON,'EXCEPT TXOSE DESIGNATED TO BE REMO\£D OR RELOCAiED, """ �""- . f' ROADWAY APPROACHES AS WF1L AS THE STRUCTURES OF SUCH CROSSINGS. SNALL BE RESTOREP TO 7fiE OPoGINAL OR BEiTER TiAN CONOITION UPON COAIPLETON OF THE PRQIECT. WHERE'MRE FENCIN6.EITHER NIRE � �� , ,f��, �� Q � � � � MESH OR BARBm VARE.IS TO BE CROSSEO,TNE CONTRACTOR SHALL SET�CRO55-BRACED POSTS ON FJTHFR SIOE OF iHE CROS9NG. -ti�-'-- �•g�ORM 1w�FA PIX1d17WN PRE��EN110N PLAN(SWPJk TNE CANIRACTOR SHALL COMPLY NRIH THE CONDIl70N5 OF THE SWP3 wHILE CONDIlC71NC TEAIPORARY FENqNG SMALL BE ERECTED IN PLACE OF TME FENCINC REMOVE�WHENEVER THE WORN IS NOT IN PROCRE55,AND WHRI T1E SITE � � ' � � � HIS AC11�ATtES ON TNE PROJECT. IN AODI710N TO CONSIRUCTING iHOSE ITEAIS INDICAIID ON 1HE PLAN SHEETS,COMPLIANCE VA1H 1HE SWP3 IS VACATED OVERNIGHT AND/OR AT ALL 71ME5 TO PREVENT PERSONS ANO/IXi LIYESTOCK FROM EN1EftING THE CONSlRUC110N AREA. 7HE �'M�E " * N/A � � . � . INCLUDES CONFORMANCE TO CERTAIN PRACPCES AN�PROCEDURES(IDENTIFlEO IN TNE SNPJ)DURING PFOJECT CONSiRUCTON. COST OF FENCE REMOVAL,TEMPORARY CLOSURES AND REPUCEMENT gVALL BE INCLUOiD IN T7E CONIRACT. P�� ' � N/A � � � G PEAY115 MA IJf�,N�4 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND L10EN$5 NECESSMY FIX7 1HE E%EWTON OF THE JI3 DRAINAfi d1Al4ff1S WHERE D(ISiING DRAINAGE CHANNELS ARE 1DAPORARILY DISNRBED OR BLOtl(ED DURING CONSTRUC110N.IT SHALL � � F N � WORK AND SHALL NLLV COMPLY 1NTH ALL THEIR 7ERMS AND CONDITIONS. NNENEYER 7ryE WORK UNDER 1HI5 CON1FtACT REWIRES THE BE RESTORED TO THE ORIGINAL CONOITIIXJ,CRADE ANO CROSS SECTON AF7ER CONSTRUCTON IS CdAPLETEU. �� '� ' " N�A � OBTAININC OF PERMIIS fROM TNE 6DVERNING AUTHORItIES h7E CONTRACTOft SXALI NRNISH DUPl1CATE COPIES OF SUCH PERMIIS TO TME � � � N/p � � DEVELOPER BEFORE THE WORK CO�ERW 1HEREBY IS STAR7ED. NO WORN N7LL BE AILONED TO PROCEF.D BEFORE SUCH PERMITS ARE OBTAINED. 31.COORDINATON N77X OTHEA� IN THE�EVEtJT 1NAT 07HER CONTRACTORS ARE DOINC WORK IN THE SAME ARE4 SIMULTANEOUSLV W1TH TNE �� i PROJECT,THE CONTRACTOR SHALL COORDINA7E HIS PROPOSED CONSTRUCTIXd N11H 1HAT OF THE O�IiFR CONTRACTORS. 3 N/A . O J ,� 0.W�Cf FEES THE DEYELOPER WILL PAY ALL IMPAC7 FEES APPLICABLE 70 THE PROJECT. � ��P�� (,r� �Z . 32 CON0171011 OF 97E DURMG CONSTRUCiIp}, WRING CONSTRUCTION OF'ME WORK,7HE CON7RACTOR SHALL,AT ALL TMES,KEEP iHE SITE S y f, Yi 70.BONDS PERFORMANCE,PAYMENI�AND MAINTENANCE BIXJDS M1LL BE REOUIRED FROM THE CONTRACTOR FOR ALL WORK CONSIDERED TO BE OF lHE WORK AND ADJACENT PREMISE$AS FRFE FROM IAATERIA4 DEBRIS AND RUBBISH AS IS PRACTICABLE AN�SHALL REA10�'E SAME FAOM � �i (� � � � � °PUBUC IAIPROVEMENIS. BONDS SHALL-BE IN THE FORM AND IN THE AMWNTS AS REWIRED BY 1HE GOVERNING AUTHORITIES. ANY PORTION OF TNE SITE IF,IN THE OPINIDN OF 7HE DEYFIOPER,SUCH MAiERlA4 DEBRIS OR RUBBISN CONSTIN7E5 A NUISANCE OR IS ��P��' ��<.;� � ypty N/A � � /A J �� m . OBJEC110NABLE. IN CASE OF FRIWRE ON THE PART OF 1HE CON'IARCTOR UNDFA NIS CONTRACT,OR WHERE SUFiIdENT CONTRACT FUNDS AFE � � �� 11-VlNDOR'$t�7t11FlCA110N: ALL MATERIALS USED�IN CqNSTRUC170N SXALL HAVE A VENDOR'S CER7IFlED 7E5T REPORT. TEST REPOFTS SHALL UNAVIJUBLE FOR TMIS PURPOSE,TiE CONIRACTOR OR HIS$URE7Y$HALL REIMBURSE THE DEVELOPFJi FOR ALL SUCH CO57S. qE7N�pryp y//� . - N�A � ..�e�a.:.ae �aa.. . BE OFlIVQtED TO THE ENGINEER BEFORE PERMISSION N1LL BE GRANTED FOR USE OF 1HE MATEPoAL A4�ENDOR'S TEST REPORTS SXALL BE 31 E70511NC ROADWAI$ THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CLEANLINE55 OF EXISTNG PA�ED ROADS. ALL �qpp� „ „ . N�A Q � m SUB.ECT TO REVIEW BY THE ENpNEER,ANO SHALL BE SUBJECT TO VERIFlCA710N BY TESTING OF SAMPLES OF MATERIALS AS RECEIOED FOR USE �OSTS ASSOCIATEO N17H MAINTAINMC THE 0.EANl1NES5 Of E%ISTING ROADS SHALL BE INCLUDED IN TNE CONTRACT AMOUNT. M O � � '�� - � � ON 7HE PROJECT. IN THE EYENT ADDITIONAL 7ESi5 AqE REWIRm,THEY SMALL BE PERFORMED BY AN APPRObED INDEPENDENT TESTNC . - ��-` '""�- `L � LABORATORY AND SHALL BE PAID POR BY THE CONTRACTOR. ��w�� _� �A � � 31�W5T CONTROL• iME CANIRAC70F2 SHALL TAKE ALL PREGAUTIONS NECESSARY TO CONIROL DUST ON THE PROJECT SITE BY S7RINKLING OF � 12 lESTINR 1HE TESTNC AND CONTROL OF PLL MATE{tIALS USED IN THE WORK SHqLL BE�DONE BY AN INOEPENOENT IESTiNC UBORATORY, WATER,OR ANY OTHER ME7H005 MPROVED BY 1NE GO�ERNING AUIHOPoPES,AND SHALL PRONDE ALL EOUIPMENT AND PERSONNEL REWIRED pW/H(�(QQkE � �___p__ NJA �j EMPLOYED AND PAID DIREC7LY BY THE�EVELOPER. IN 7NE EVENT THE RESULTS OF INIiIAL TESTING DO NOT COMPLY N1TH hIE PLANS ANO TO PREVETlT.DUST FROY BECOMINC�A NlHSANCE TO 7HE ADJACENT 7ROPERTIES � � --� ` � SPECIFlCA710N5,SUBSEWENT TE5T5 NECESSARY TO DETERMINE THE ACCEPTABILITY OF MATERIALS OR CONSTRUCTIOP!SHALL BE NRNISHED AND � � y�'� ' . ,(__,. K__ *�,�_ N/A . � PAID BY 7HE CONTRACTOR AS DIREC7E0 BY TiE DEVELOPER. PAYMENT N1LL 8E MADE BY DEWCTON FROM PATIAFNT DUE 7NE CONTRACTOR. 3S CIEAN-UP FOR FlNAL ACCFPTANCE 171E CAN7RACTOR SHALL MAKE A FlNAL CLEAN UP OF ALL PARTS p�'1HE WJRN BEFORE ACCEPTANCE � . � BV TXE DEVELOPER.7H15 CLEAN UP$HALL INCLUDE REMOVAI OF ALL OBJECTIONABLE MA7EftIAlS ANO,IN GENERAL,PRFPMM6 THE 91E OF � N�A N/A- � . 13.INSPEC1101k INSPEC710N OF THE PROPOSED CONSTRUCTION NiLL BE PRONDFD BY ME GO�ERNINC AUTHORI11E5 ANO/OR THE OEYELOPER TME NDRK IN AN q2DERLY MANNER OF APPEARANCE. � 1REE .�.�? � - . CA5T5 f'OR IN�ECTION SERNCES N7LL BE PAID BY THE DEVELOPER. THE CONTRACTOR SHALL PRO�IDE ASSISTANCE 8Y PROVIDING IXCAVATION, 3fl REMOVAL OF DffE011yE Aryp{HIAUh10P1ZF,D NORN: ALL WORK NM171di HAS BEEN REJECIED OR CONDEMNED SHALL 9E REPAIRED,OR IF IT pypp��p�q�5 � �------�;%-�Yr--�---- N/A N/A e 'RiENCH SAFETY,OR OTHER WORK NECESSARY TO FACIIJTAIE IN�EC7ION ACT1�171E5.AND SHALL qVE SUFFltlENT NOTICE WE1L IN ADVANCE Of CANNOT BE REPAIRED SATISFACTORILY,1T SHALL BE REMOVED ANU REPUCED AT THE-CONIRACTOR'S E%PENSE.OEFEC7IVE NAlER1AL5 SHALL BE . PENDINC CONSIRUC110N AC7IVITES TO THE CO�ERNING AUTHORITIES AND/OR DEVELpPER FOR SCHEDULING OF INSPECTON SERVICES. IMMEDIATELY REMOVED FROM THE WORK SrtE.WORK DONE BEVOND THE IJNE OR N0T IN CONFORMITY VATH THE GRADES SNOWN ON THE � OVEAHFIiD ELECiRIC IJNE -"- --""- ---OHE- WA �,:!: 1�.9MOP OR�MiN09t 7NE CONTRACTOR SHALL PRONDE,RE�AEW,MPROVE AND SUBMIT ALL SHOP DRANINGS,PROOUCT DATA AND SAMFLES . DRANINCS OR AS PRO�7DE0,NVpK DONE WITHWT REWIRm INSPECTION,OR ANY.E%1RA OR UNCLASSIFlED WORK DONE WITHOUT NRITTEN � ' � REQUIREU BY 7NE GOVERNING AUIHORITIES AND 1HE PROJECT CONTRACT DOCUMENI$IN ACCORDANCE N1iH'ITEM 1.28 OF 1HE STANDARO �AUTHOPoN AND PRIOR AGREEMENT IN WRITING AS TO PRICES,SHALL BE AT T1E GON7RACTOR'S RISK,AND W1LL BE CON90ERED UNAU7HOitIZEO, OVERHFM IEIFPMONE 11NE -'-- /� -�- --qif N�A � SPEqFICA710N5 FOR PUBLIC YqNKS COPlSTRUCTION,NORiH CENTRAL 1E%AS-NORiH CRJ7RAL TE7fA5 COUNpL OF GOVERNMENTS. AND AT 1HE OPTION OF 7HE DEVELOPER MAY NOT BE MEASURED AND PAID FOR AND MAY BE OROERm REMOVED AT iHE CONTRACTOR'S � ' . � EXPQJSE,UPON�AILURE OF lHE CONTRACTOR TO REPAIR SAlIS�ACTORILY OR TO REMO�[ANO REPLACE,IF SO OIRECTE�,REJECIE�, � UNOEROROIRA pFCipIC LINE '--'-✓ --'--- �1GE N�A � Q � �. � 14$UKyk11NQ ALL SURVEY7NC REOUIRED FOR CONS7RUC710N STAKINC SIiALL BE THE RESPONSIBILJ7Y OF THE CONIRACTOR. TiE DEYEIOPER UNAUTHOItIZED OR GONDEMNED WORK OR MATERIALS IMMEDIATEIY AFTER RECEINNG NOTICE FROM THE OEYELOPER,7HE DEVELOPER VAL1.AFTER SNALL PROVIDE THE PROPERTY CORNERS ANO TXO BENCHMMKS FOR USE AS HORRONTAL ANU 1rER7�CAL OA7UM. THE CONIRACTOR SHALL GNN6 NTiITTEN NO710E TO 7HE CONTRACTOR,HAVE THE AUTHORITY TO CAUSE DEiECPVE NORK TO BE REMEDIED OR REMO�ED AND REPLACED. �WlA 1ELIDH7NE LME '-' �-%--'- -�7.- N�p � . � X � „ EkIPLOY A REqSTERED�PRpFE5510NP1 UND SURVEYOR TO PERFORM nLL ADD1170NAL$URYEY,LA19UT ANO MEASUREMENT WORK NECESSARY FOR QR TO CAUSE UNAUTMORIZED NDRK TO BE REMOVED AND TO DEOUCT THE COST THEftEOF FROM ANY MONIES DUE OR TO BECqAE OUE TME � --._.....;��,;�;..__._. �{•,��y �N/A . . � J LW 7HE CdAPLETION OF THE PRp,IECT. CONTRACTOR. �� 10.PROIEC�ON OF PR�PEREnTY CORNE7IS AND BENCMMARK4 THE CONiRAC70R SHALL PROTECT ALL PROPER7Y CORNER MARkERS AND 3�a��a��SK CF O(CF38 AND UNSUITABLE MA7EWN3: ALL MA7ERIALS TO BE REMOVE�FROM THE$IlE INCLUOING BUT N0T � �M� f* � � N�A . m `(� . BENCHMARKS,AND'MIEN qNY SUCH MARI(ERS OR MIXJUAfENTS ARE IN�MIGER OF BEINC qSNRBED,THEY SHALL BE PROPERLY REFERENCED AND UM17E�TO E%CESS MATERIAL AND UNSUITABLE MAIEPoALS SUCH AS CONCRETE,ASPHALT.IARCE ROCKS,REfUSE,AND O1HER DEBRIS SHAIL Q�(,'7p�p�pt . � QT - N A � � IF DI5R1RBE0 SHALL BE RESET BY A RECISTERED PUBIIC SUR�EYOR AT lHE E%PENSE OF 7XE CON7RACTOR. BECOME THE PROPFRTY OF 7HE CONIRACTOR AND SHALL BE OISPOSED OF WTSIDE THE LIMI15 OF THE PROJECT AT�THE CON7RACTOR'S �� . EXPENSE. CONTRACTOR SHALL AL50 COAIPLY N1TM ALL APPIICABIE LAW$GOVERNING$PILLAGE Of OEBRIS VMILE TRANSPORIINC TO A ElECIRIC SWITCIIOEhq ��'_? � N�A � ` � W \_ � 17•DO51YNi SiRUCMiESc T1E PLANS SHOW 1HE IOCATON OF ALL KNOWN SURFACE PND SUBSURFACE 51RUCNRES,HOMEVER,1HE DEVELOPFA aSPOSAL$IlE r U � '_ � AND ENGINEER ASSUME NO RESPONSIBLLITY FOR FAIWRE TO SHOW ANY CR ALL OF THESE STRUC7URE5 ON THE PLANS,OR TO SHOW THEM IN Ol4 AIEIFR �K � N/A . L TH�R E%ACT LOCATON, SUCN FNLURE SHALL N0T BE CONSIDEREO SUFFlqENT BASIS FOR CLAIMS FOR ADOITONAL COMPENSA710N FOR EXiRA 3fl SEID97G^ 1HE CONTRACTOR SMALL PRONDE SEEDING'NATFR�NQ FERTLIZING AND REWIREQ MAINTENANCE fOR THE GRASSING OF ALL � � O �- WORK OR FOfi INCRFASING THE PAV QUAN71TIE5 IN ANY MANNEF VMATSOEVER,UNLE55 iHE-OBSTRUCTON ENCDUNiERED IS SUCH AS TO REOUIRE UNPAVED AREAS OF DEDICATED RIGXT-OF-WAY,EASEMENTS,ANO All OTNER DISNRBFD AREAS OF CONSTRUC'fION NOT COVERED BV THE CA4 LINE -0- N/A .m O Q Z CHANGES IN 7HE IJNES OR CRADES,OR REWIRE 7HE CONSIRUCPON OF SPEqAL WORK,FOR WHICH PROVISIONS ARE NOT MAOE IN THE PLANS. LAN�SCAPE PLAN FOfl 7HE PROJEC7. $EEDING SF/ALL AL50 BE PRO�1�E0 IN CIXJFORMANCE 1NTH THE REpU1REMENTS OF 7ME PROJECT STORM ' � N�A J � . WATER POLLUTION PREVENTON PLW IN ORDEft TO ESTABIJSH A GRASS CO�ER ON D157URBE0 AREAS SUBJECIED TO THE ER090N OF THE SqL AIR CONDRIONING UNR '' ( � � O � 10.PRO7ECilq1 OF ppSIINC UILLITES AS REWIIREO BY'7HE TE%AS UN�ERCRWND FAGl11Y DAMACE PREVENTION AND SAFETY ACY,TE%AS �RFACE. � •� � . . ONE CALL SYS7EM MUST BE CONTACTED(800-245-4545)AT�LEAST 48 MOURS PPoOR TO ANY EXCAVA�ION OPERAl10N5 BEING PERFOFMED. IT IS ' � � FIAG ppLE '?> N�A � ' - TNE CONIRACTOR'S RESPONSIBLLI7Y TO CONTACT TE%AS ONE CALL SYSIEM. � � 30.RECORD ORAN7NfS: 7HE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORO OF 1HE INSTALLA710N OF ALL MATERIALS AND SYSlEMS COVERED BY 1HE PROJECT CONTRACT DOCUMEN7S.-7HESE RECORD PRINTS N7LL BE REVIEWED BY THE DEVELOPER EACH MONTH PRIOR TO THE �iMD ' ' • N�� f '� � _ TME LOCAT70N AND DIMENSIONS SHOVM ON THE PLANS RFIATVE TO EXISTNC UTIJTIES ME BASED ON THE BEST RECORDS AND/OR FIELO PREl1MINARY RE�1EW OF�CONTRAC70R'S REWEST FOR PAYMENT. IF lHE DRAN/NG5 ME NOT COMPLEIE,ACCURAIE AND UP-TO DATE,1HE �� A N�A N INFORMAiIpJ AVAILABLE AND AFE NOT WARANIEED BY THE OEYELOPER OR ENGINEER TO BE ACCURATE AS TO LOCA110N AND DEP7H. li SHALL DEVELOPQi YALL NOT ACCEPT TNE PAYMENT REOUEST. THE COMPLETED SET OF htECORD"DRAINNGS MUST BE DEL14IItED TO THE DEVELOPER � O . BE TNE CONiRACTOR'S RESPONSIBIUtt TO VERIFY LOCATIONS OF A��IACENT AND/OR CONNCTING UTLIilES SUFFlCIENILY IN ADVANCE OF XIS BEFORE REWESTNC FlNAL PATTIENT. . . � � ^ ACTINTES IN ORDFR THAT HE MAY NECA7IATE SUCH LOCAL A�JUSTMENTS AS NE�SSARY IN 7HE CONSTRUCTION,PROCE55 TO PROVIUE AOEOUATE �� A B B R E �V�I A T I 0 N S N/A - � J � � Z Q.EARANCES. ' O THE CONTRACTOR SHqLL TAKE ALL NECESSARY PRECAU11DN5 IN'ORDER TO PROTECT ALL E%ISiINC UTIIJTIES,SERVICES AND STRUCTURES ' ' tiSpH /5pµ1L7 Fyy FlRE WAFR OCEW ON CFNIk7t EACH WAY - ENCqUNTFRlV,VdiETHER OR NOT 7NEY ARE INDICA7ED ON 7HE PLANS. ANY�MIAGE TO UPLITIES RESULTNG fROM THE CONTRACTOR'S �' �`K OF CURB D GAS p� py�]�� . � � Q .OPERATIONS$HALL BE RESTORED A7 HIS E%PENSE. TO AVOID UNNECESSARY IN7ERFERENCES OR DELA1'S,1F1E CONTRACTOR SHALL CAORDINATE R �5 U � ' . �ALL UtRJTY REMOVALS;RFPUCEMENTS ANO CONSIRUCIION'MTH 7HE APGROPRIATE GOYERNING AUTHOPoTIES 7MEN� - � ��K�� q �� , REWEST NRITIEN AUIHORIZA71p4 FRpA iHE ENGINEER.7HE DE4ElOPER W1LL N0T 8E UABLE FOR DAMACES DUE TO DEUY AS A RESULT OF hIE � ' � �� M� � �� ABOVE. ' - � BW BOi10M OF WALL iWPE HICFI DkNSfIY Pq.YflIMIFNE PIPE Rq� REC65m CURB INLET ' �10.OW/WE 70 D037�Nfi FAqLI11ES ALL UTILITES,PAKMFN7,SIDEWALNS.WALLS.FEMCES,ETF N0T�ESICNAlEO TO BE qEMOVED BUT T1AT GN CABIE N HDWI. HFi1DWN.L � RCP REINFpNCEp WN(�EfE qpE � ARE DAMAGm DURING CONSTFtUC1I0N AC7IN71E5 SHALL BE RFPIACED 70 A CONDI710N AS GOOD AS OR BETTER THAN TF{E CANDITONS PPoOR TO ' . STARTNC 7HE 1lONK,SOLELY.AT h1E IXPENSE OF TryE CONIRACTOR. � . . (�g ��7 p�p S�p �q(y� �qf�UC�SPFW.71��p�� ry��E . � PER ' � '� �E ANO UFE S�il71'SYSIOIS COMRAC70R SWLLL NOT RENOV�DI54BLE OR DISRUPT E%ISfING FlRE OR IIFE SAFlIY�SY57EM5 WITHOUT CI CURB WLET MORR MORIZONfAL . � WRRTEN PFRIAISSqN FRbN 7HE GQVQtNINC AUTNORRY. � � . . CMP lbRRIIQhTFD NEf�L%PE !V NICH POINT REIK RflNFORCm � . . (p � M/NC MEA1NMn VElliMlpH MA � M RIDGE IAJE� o . � '21.7qENCF1$µE(y� R SHALL 9E 7NE RESPONSIBpIfY OF THE CONfRACTOR�TO PROVIDE AND MNNTNN A W�BLE TRENCH S4FEry SyyTp,�AT ALL �� w� . _ TIMFS WRING CONSTqUC7�ON AC7N{TES.THE CONlRACfOR IS DIRECTEp Tp BECOME IQiOWLEDCFABIE AND FAMILWt WRH TNE 5lANOAROS AS SET. � � � .�� E � � I�� ' � . . BY THE OCCUPATION4L SAFEfY AND HFALTH PDMINISfRAT10N(OSHA)AND THE STATE OF TE%AS UW . . . . . . f:OHSf CONSfRUCf' RT PoCHf ' O CONCERNINC 7RENCHING qND SNORING. �THE CONTRACTOR SHALL pRpVIDE TRENCH SAFEfY SYSIEM PUJJS,PREPMm qND SEALED BY A � �p�� ' JB JUNCIION B�% $� SpWRE FEE7 � PROFE`.+SWNAL ENGINEER,LICFJiSEp IN TNE STA7E OF TEXAS,FOR THE IMPLEAIENTATON OF SA£Ef'(CONIROL MPASURES,MEEfING THE � JO� � � S�M� O � . . . REOUIREAIIXIS OF TFIE GOVERNING AUMORRIES,THAT MqLL BE IN EFFECf OURINC TNE PEPo00 OF C9NS1RUCfiON OF THE PROJECT. - � � � � ��e�� - O oN DuME7ER � IINE�R fEEf � � v �3'�F�7Y NESIR�CIlON3-MqiK�NFM MON VOLTAGE 11�E9: THE FOLLOWING PROCEWRES VALL BE FULLOWm REGAIiDING THE SU&IECT REM � �� - / ' � . ON THIS CONTRACf: � ' � OIP DUCfIIE IRON PoPE 55 SMIRARY SEWEit . . . DYI DOM6lIC WA7ER LT lk}T S�A . SfA1iDN � S a a O � .. A A WARNINC SIGN NOT LE55 TH/�N FlVE INCHES ITY SEVEN MlCHES PNMEL 7ELLOW WffH BUCK LERERS T7iAT ME LEGIBLE AT 72 FEEf SH4LL � NN � �, �Y� m m m � �.�j 6E PIACm INSIDE AND OUTSIDE VEFIICLES SUCH AS CRAN6,DEItRICKS,POWER$HOVELS,DRIWNC RIGS,%LE DRNER,HOISfINC EOUIPMENT OR � ' � ��An� � SIMRAR MPARATUS.THE WARNING$IGry$M/�LL READ AS FOLLOWS: 'WMNING-UNUWFUL TO OPERATE THIS EOUIPMENf WITMIN 51%FEEf OF �X �,��E N/A NOT APAICAB�E -T 7flEPMONE � � O �� . .HIGH VOLTACE 11N6.' ' - � � Nfi fNTUPII 1.�0UND(F]pSlqiC) 7C iDP OF CURB O B.EOUIPMQif TFNT'NAY BE OPERATEp WRX�N TEN FEEf OF HIGH WLTAGE LJN6 SWW.H4VE AN INSULAIING CME-TPE OF GUARO PBOUT 7HE � �:E OF PAVEMQ7T �, p�T p�(��yq� � j�p p��q�N�� . � Z •p �' � � Z V b li , 900M OR ARA1,IXCEPT BACKry0E5 OR DIPPERS,ANO INSUlATOR 11NN5 ON THE IJFf HOOK CONNECfIONS. � a � � �M��AN� � �� tl � ; � � �_� . FC FACE OF WRB N POINf OF�IqM o Q ( C.WHEN NECESS0.Rf 7p Wpg(WfMIN 51%FEET OF HIGH VOLTAGE ELECTRIC UNES.NOTIF1'iHE POWEN COMPhNY WMp WILL EREC7 TEMPORARY F-F FACE TO FACE OF CUR9 T� �� N � 0 U I� a . MECWWICN.B.4RPoERS,pE-p�ERfJ7F 7{{E LINE OR RAISE OR�OWER THE LJNE THE WORK�ONE BY THE POWER CONPANY SHALL BE AT THE � ��I�� a�� ' E%PFNSE D�THE CONTRAf,TpR.TryE NOTIMNG DEPAflTMENT SIWJ.IANMNN AN ACCURATE LOC OF All SUCH GLLS TO THE-PoWQt COMPANY AND � ' � ��yA�� SHALL RECORD ACf1IN1 TAKEN IN EAq1 CpSE. . � Fl�� PL PROPFRIY l� ip TOP OF PAVflIQIf - D.THE CONTRRCTOR IS REpU1RED TO MqKE ARRiWCFA1ENla WIfM THE POWER COMPANY FOR iHE TQAPoRARY RELOCATION OR WJSING OF NIGH - Fy �� P��F irr �oF w�u � � SHEET VOITAGE IJN6 AT TNE CONiRACfOR�S SOIE COS7�HD IXPENSE. ' � ' FD FlBFR OPIIfS . PRC POMlf OF Rt�`FRSE qq�/A7URE lYP 7YPICAL E. NO PERSON SiULL WORI(WRF{�N SM FEET OF p HIGH VOLTAGE LINE WITNOUT PROTECTION HAVINC BEQI TN(EN A5 OURJNED IN PARAGRAPN C. Fp � FlNISNm PAO P� � �. U6E UNDFAOROUNO ELECIRIC �� fP3 FFET PER SECONO . Pf POINf 0�TANGFNCf VCP VRRIFlm CIAY P�E 1 � n.ow� wc ra.mrm��r� w w�hn 1��. � IM,(f PAVEdFM - ' W✓ NM7ER YILVE � F:\30445-01\KSOINiS.dvq mo6feJ yy rlwn,il ol Feb 11. 2006-1:3ym . . ij �i - - - - �, N01'46'57"E - 212.00' �X1�IBIT TQ � � I _ _ _ � _. _. - - — � �I io•unuTr EnseM�r � �ai� � OI - ---- ----- � I -- ---- ---------- i . ------------ _—_.._., ��T ------- -------- � � _ � � I II �`�BUILDINC SETBACK m �RAMP B�� . � �•y O � I i - -1-I — CAUTION!! � � �� , i 'I Is i,� � � ,.— — �(c�n"�z�;s;>�on+�unun � o � p� e ° '-_.__ _ f ufOi I �P yp 4 A O �36� �Q�, c�}�= g• I LOCA7ING SERNCES AT LEAST�B HWRS PRIOR TO =�i �9 � �Q� li CONS7RUClION AC7INTIES BURY k PM7NERS IS - O° tl 9 I �I� 2 KA C �nN .VC'3L i�SPA.O 9'��• Fll N0T RESPON9BLE FOfi KNOWING ALL E%IS11NG � �I P � Ui1L171E$Iti 7HE PROJECT AREA NOR FOR ^, _�e°,aa� 1�1 �� I I � �lINC�1HE p�T LpCAlI0N5 OF UnUTES ON 0 10 20 30 4 0 --� ��8° v.. . �I � I 4 �0'POLE SIGN g� g 8. � 1H�E ORAMINGS. 1":20' W�9 g� i I �I i�I wre s�re�dc �� s, . ��' f (�� "�o.e y�+ N 0 1'4 8'S 7'W-2 1 2.0 0' o � W�Q F� 772.00' 40.00' • = I� I! I'� �Ii1 g I s t— s °. 9. N � � i� �`�� . _ � � �1 a '°� ,�- _== a I . . � ' �b 9PA 9'�2 " H \� . � . . . . . � � I I I ,_ �_�� "� �l SP' O B' ' � , \ . . ,� �r 73• I I! � +r �� I r ='� _ �� I� + � ;� � I y � -.-:n . .-: ,'e �z:. ,��. . � i � II �;' i' `*�� y+ � � I � ALL DIMENSIONS SHOWN ARE TO FACE OF i '� �---- � � sHExnao eiea � EX y �� o � � I � CURB UNLESS OTHERWISE NOTED � 88442� � o �� I_._._'_____ � �I�R. N O i UNDSCME PLAN7ER LANDSCAPE PUNiFRS UNOSCAPE PLANIER 1,`s`o:= - _ . � M I � . . � � � _— __ . , � {I ; � j� $ !� � 3 II __g � _ z 2 Is OG ' '� I p ! I e a GENERAL NOTES-LAYOUT &DIMENSIONAL CONTROL Q I; nl I —� Z �' r i � � � m � L� GENERAL(�Hg'fRUC7iqJ NOlES: REFER TO SHEET C1.1 "GENERAL CONSTRUCTION NOTES,LEGEND ANO . ' � II � j . � . ABBREVIATIONS"FOR THE GENERAL CONS7RUCTION NOTES FOR iHE PROJECT. � O i� Z� I � � ------- �i ' I, I 2 SURVENNQ ALL SURVLYING REOUIRED FOR CONSTFiUCTION STANING SHALL BE THE RESPONSIe1LIN OF THE �/� 7 I� � p � � CONTRqCTOR. THE DEVELOPER SHALL PRO�ADE TNE PROPERTY CORNERS AND 7W0 BENCHMARKS FIXt USE AS w� � � Ii � � . � PrOp osed o' I i HORIZONTAL AND VERTiCAL DANAI. 7HE CONTRACTOR SHALL EMPlOY A REGISTERED PROFESSIONAL LAND SURVEI'OR . Z ! La-Z-Boy N o � 70 PERFORM ALL ADDITIONAL SURVEY,UYWT AND MEASUREMENT WORK NECESSARY FOft THE COMPLETION OF THE � PR�JE�T. � �' ��i � ,z, 14,652 sf W g o t ----- � tY � � � � � . � . � i 3• ��OF PROPER71'CORNERS AND BENCHMARNS iHE CON7RACTOR SHALL PROTECT ALL PROPERtt � � . M CORNER MARKERS AND BENCHMARKS,AND YMEN ANY SUCH MARKERS OR MOMUMENTS ARE IN DANGER OF BEING . II � �` �r� I � ; � . FF=537.00 � °� N IL ___ DISTURBED.THEY SHALL BE PROPERLY REFERENCED AND IF OISTURBED,SHALL BE RESET BY A REGISTERED PUBLIC � O . � \ ,- I,.!� I � i - ml � a � . �l . SURVEYOR 0.T 7HE EXPENSE OF THE CONTRACTOR. � , � --� 4. DIMEN90NA1.CON7Rq: ALL PANNG DIMENSIONS AND COORDINATES SHOVM ARE TO FACE OF WRB WHERE � � � - � a I . - 3' v� W =_� . I - � O - . APPLICABLE. qLL DIMENSIONS SHOwN AT PI CURB POINTS ARE AT THE INiERSECTION OF THE FACE OF CURB. Z . � �' � 2. �B, 'a � . S. WRB RADII: ALL CURB RADII SHALL BE 2'TO FACE OF CURB UNI.ESS OTHERN1SE NOTED. Q � � � � iI . � � � � 8. BUILDING WNFNSIONS CANTRAC70R SHqLL REFER TO BUILDING PLANS FOR ACTUAL BUILDING DIMENSIONS THE � O � �.x '-- -- � I II � ' (n ------ DIMENSIIXJS AND CORNERS SHONN ARE TO FACE OF OUTSIDE WALLS OF BUILDING. ' ^ V � (I y '�r �� i i! �� . I .__-_ . . � O ! �_ :, �� —._ . . . — _"_ � "——II � �� I 1RAN$�q�yER - d � ' � .. I -- � . . . . .. - . . . j I 24 . LOCATON. 6p r 11 2 _" . . i A I�- II � �I` � � I� � N � , � �;; � T ,2• sz• m r --z— a ---- --� Ii I � I I '� �u s P ti e s.�o, m � — W X I � � (�S I�� f I W !I � � I; �.9' .� , ( --- m z� � I� �� NOt'46'S7'W ( ) / � I � � i I rn. I i� � I z�.as•J--- - - in.00' - - - -- __-- �- Vn' F�- � � !I � I '�j �- -�� ;� " � i;� tt,m.�1 °�;ro� ,Z. ---- m 0 � Z � � ' � � � ij n i i' ,2 �e _,�� g ' —_— � N m C7 � � �� _ � � �� y I° 01 46'57" - -� � N�y V � i ; � i 8 i'` � � �. W zz.00 a p j i �� i�i M �--� I-- _ I i; ; ,�� I a' ,r ,z' M .�------li ,I o �- a � ; ; �. , ��0 9�_, � i I I J � � i � i � n� �� Ib , , i II I � I�II 9 � o�, J II i V � � I N m K � � � I � �' � ' � . �7Z.�0� �•� � . � � � .. �i. N � � �8.�0� �j. . � .. i .� i � i� soi•as�5�°w - �so.00� � i �__ � i i � � � i,� 0 i �I � � � I j' a mcE cur+e � �mcE ane ��mcE na � � i � ° o ' I � . I . �II %' . _.' -� � REI PARK G �`� �. � � - � O �i N � � I i a. I � �� . � FUNRE P�RI4NG J il ( — _�_1,-� �/ - � � . - . « � o . �I � I - I �' V, . __.__.__ '__.__ II ___________i--_ ' ' — � p � . � ' � � � � ��I 3 �� . ' . � � �i �� . � �. I I � --- I - }. .. m o � K N. � M � 1 N m m � O j i II . I � _'_ _"' y -__ -"_ _""'_.__"__'__.�..._._'_'__"__.�_ � . . I' V m �p / Z. ' � � �.; � . . "___'__ 1_'__— II . � . •CI p� 3 .O l� O � � . C V _ _ ^ �...:aY � �� . I --._.._.._._.._.�' � 41 � O CJ lL O_ � �I U tl , � —_____—L—_� . II ' . . . � . SHEET . . . . . . . . � BENCHMARK: ��.� � � � � BM ili=539.70 � BO%WT FOUN�ON INLET z 500'SOUTH OF STAR58 STRIPES WAY ON THE N/EST SIDE OF F.M.2699�THE SOl1TMEA5T CORNEROF ' � F: 3p445-01�4450101M.dwg modiFieO by rhamil al Feb 13, ?006- 1:}1pm � THE'ROOMSTOGO'PARKINGLOT. , � EXHI8IT Pa � of 1�._ a �;-- - \ K 1'46'S7"E - 212.00' -�= - - ______ � - - '- -'..�- - � -5a0- , ' - -----'� V� � g � - - � .. io'unU . � - 539 . . � �1 0 �$ . . i. ., ---------\ ---538- ---------- - ------ � � J g �.e _------ -- -- I - -- -- - -- ---- - � s+o• ' CAUTION!! �y �- � � 25'BUILDING SEI�BACIC 7.35 C37.20 C�NIRACTOR IS 7p COMTACT 7E%AS ONE-CALL . }� O� �S � "4 � �� s.s5 cr3s.�o 537 srs�(i-eoo-2+s-+s�s)at oniExx unurr i� .,� �o .. . � . �I _ _--L I " - \ o � . - - � =--- . LOCAi1NG SERVIC6 AT LEA3T A6 HOURS PidCR N I I ,.�.-`I•�. CON57RUCTON AC7MTE5.BURY R PARINERS IS /�� q ny.'9� NOT RESPONSIBLE FOR KNONiNC AL.L E7a511NG I�+�y =��i�� U7H1nFS IN niE pqaECT utEA NIXt tvR � 0 10 20 30 40 "�' � `�'S�� I . . I C36.60 '�, / GT36.70 \ GT35.50 SI � I � DEPICIING 1HE E%ACT LOCA710NS OF U11U71E5 ON � I �II �' I �- 537' �I GT 6.10 /` (� (� I � m � 7 F I F S E'D R A x I N C S. 1"=2 0� � ;�� - I� -�- � , VAN VAN I � I � _� � . �_--=--il c� -- I �� 1 �� ! � ,V /I� �� 5.30 � �5.50 ._`.�._.-. 53E . o � �mo�� . � �� i i�� . 5J5 . . -- 6.45 as' �6.35 ' 'J' n _ _..___.. . . � � . __ ' � � �W e, . . - jl �'I, �� `' ` - � s.10 9�° 23 � �g .00� � - . . _ . . . �� N' S36' .._ --�- `. ��_ 5.25 6.�5 � ...e,.._ SJ � � . . ` iI . . �' ' ___ . . � �� I.� �` TC36.7 C36J3 . . . . . � �� I�._ \ GT36.23 GT3623� �� 4.5 '� �:.�"� , `��1 I � �1 � i� j�l �� \C36.10` - --_ - TC35.60 - - °- -- " ' GENERAL NOTES-GRADING � *�l� - � � � ��. ` T35.60 . _ 6 65 � GT36 10 C35 40 . _ I ` --- I � �' S35' -' � ��, ..__ � .___, �.<n'_'. . T34 0 ', � ...__ � �_ �pyptµppNS1RUCTON N01ES REFER TO SHEE7 Ct.1'GENERA�CONSiRUC710N NOiES,LEGEND AND ABBREVIATONS'FOR THE GENERAL � � % � I ..��.......... .:..-.m � � I� I � I � ��`- 6.50�. �,� .�.�� 6.96 � �. __._ 6:50 -_- � ,_,. 34.25 CONS7RUCTION NOTES FOR THE PROJECT.. � . 11 ��2.r�`'% . I � . ...__. ... ,, ' � � � -�-' _ ._ �- ' - '`"-� � � I � .� �� .' �� 2 UNDISNRBED AREAS: PRIOR TO CRADINC,BRUSH REMOVA4 OR SITE CONSTRUCTION,THE CONTRACTOR SHALL MEE7 WITH THE DEVEIOPFA AND OR 1��5`;�� . � � �� _ . I�� I _ � P� . I' � O I� ��; �� : I ENGINEER AT THE SITE 70 ASCERTAIN THE AREAS OF 7HE PROJECT SI7E THAT ARE TO BE PROTECTED ANO PRESERVED. REFER TO THE'GENERAL 1ftEE � � I� O �. � 6.00 . GT35 73 �� I1�---`---- PROTECPON NOTES"FOR ALL CONSTRl1CTON IN 1HE VICININ OF EXISTING iREES. . , z /3 OG _ . .. � M � � „ . .._- --� -.- 536' " "'-'--"' -"'� ,-;� 11 - • 3, h57�NG.` ALL EAR7HWORK OPERA710NS SHALL BE OBSERVED AND TESTED ON A CONIINUMG BA515 BY 7HE GEOIECHNICAL ENGINEER FOR . i � � , � II 53q ---"' \ � � � ' � / NCE W1TH THE REWIREM NTS SET FOR1T1 IN 1HE GEOTECHNICAI. IUDY ARED BY_ _ R0.1ECT N0. � DAlEO � . . . If . � . I - �i � � � . ..:' ____'- c CONFORMA E S PRFP � P � ��,,.�� _ - - WHICH IS MADE A PART OF iHESE CONSTRUCTION DOCUMENiS. �� 3 ' _-' S35' "'_'_' _."_'_ ' � I� . . _ I I' � I �' . � I� ._._.._- 4. S7NPPING AND D�RIS REMOVAL:� THE BUII�ING PAD SITES,AREAS TO BE PAVEO,ANO ALL AREAS THAT ARE TO RECEIVE FlLL MATERIAL SHALL BE j STRIPPED OF�EGETATION.TREES.RO0T5,SNMPS,DEBRIS,AND OTHER OttGANIC MATERIAL 7ME DEPTH OF SiFtIPPING IS ESTIMATED TO BE ON iHE OR�ER . �I� M i I � \\ � / � }I -�-'�'� / � ��"�-�-- OP SIX(6)INCHES IN ORDER 70 REMOOE THE SURFACE SOIL CONTAINING ORGANIC MATERIAL 111E ACNAL STRIPPING DEPTH SHA�L BE BASFD ON FIELD� . I! I � .._._._.___...'_.___.__.._.._._.._ _....__.�- -_._� I 1 I _.._.___ _ PLY �J . . r .I N / .t OOTRSYSTEMS,�EGETATION�DEBRIS�AND OTHERT OBJECTIONABLELMATERIAL SHALL 9EPREMOVED ANO OIS OSEDPOFF SYTE.�7HE CINJTRACTOR 5 ALL�COM f� 'I � I � � I �i . �', . ,�" . � . YATi ALL APPUCABLE LANS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A DISPOSAL SITE. ALL COSTS ASSOGATED VATi DISPOSAL OF � , �� _ 53¢I".�� II . I. �� .._.._.. MATERIAL SHALL BE INCLUOED IN THE CONTRACT AMOUN7. . . ; II . � � ' • /� PrO osed _ i� . s. �,�,N�: BURNING SHALL NOT BE PERMITTED ON THE�PROJECT SITE UNLE55 APPROVED IN NRITNG BY 1FiE GOVERNINC AUhIORITIES ANO TME - � � \ `''p- La-�-BOY s / - � �� ._..._._ DEVELOPER. � ' I /� � r� '��; � � 14,652 sf `�p 35J5 I� g, pgppp RpLNfk UPON COMPI.ETION OF STRIPPING OPERAT10N5,AND PRIOR TO PLACEMENT OF ANY FILL MA7ERIALS.THE SIRIPPED AREAS SHWLA BE V � .rl I �-�✓� � II OBSERVED TO DE7ERMINE IF ADDITIONAL EXCAVA110N IS REOUIRED TO REMOVE WEAK OR OIHERWISE OBJECTIONABLE MATERIALS hiAT WOUID�ADYERSELY � _ �-,-)I - w � TC36.90 �---�-. � . � Z r' � ��w � � AFFECT THE FlLL PLACEMENT. THE SUBGRADE SHOULD BE FlRM AND ABLE TO SUPPORT CONS7RUCilON EOUIPMENT WITHOUT DISPLACEIAENT. SOFT OR � /('"-� � � I -�� C G� GT36.40 � � � � ��.I I 6.96 _��--'"'Fr=J3��OO � _ J„ � � . Y�Q,DING SUBGRADE SMWID 8E CORREC7E�AND MADE STABLE BEFORE CONSTRUCTION PROCEE�S. PROOF ROLLING SHWLD BE PERFOftMED USING A MEAW � � I � L � , , �533 �' -_.; � (� __ _- PNEUMATIC T1RE ROILER,LOADED DUMP 7RUCK.OR SIMILAR PIECE OF EOUIPMENT WEIGHING 25 TONS. 7HE PROOF ROWNC OPERATIONS SHWLD BE ;\�t` � � � , .�: ��-....�.�_""�- ._.... 6.96 ._- TC35:2 � .�.� �I t� ' OBSERVED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. . . � RL 5 . . ��__c-i' . . ._. _ 1 �. 1I �' � I, : � - T35J5 M `. ..... _. _ 7. UNSTABLE MAIFRIAL: NHEN CLAY OR OTHFR UNSTABLE MA7ERIAL IS PRESENT IN AREAS OF�PROPOSED BUILAING PAOS OR PAbED AREAS,7HE � � '�., I ' �� ;'� . - � I� � GEOTECHNICAL ENGINEER SHALL OBSERVE THE STABIUTY OF ANY E%ISTING CLAY OR WEATHERED MATERIAL THAT IS PRESENT IN TNE SUBBASE,AND SHALL � � � � ,\ I I i �:, , . ^� 35J5 � � � DEIERMINE WHETHER ADDI710NAL EXCAVA710N OF 7HESE MATERIALS W1LL BE RE�UIRED. IF THIS MATERIAL IS DEEMED SUITABLE FOR SUBBASE MA7ERUL, . � `�--_ � � ---- � 1I _.__ ..._.._.. THE SUBCRADE SHALL BE SCARIFlFD TO A DEP1H OF SIX(6)INCHES,ITS MOISNRE CON7ENT ADJUSTED AS RECOMMENDEO BY THE GEOTECHNICAL ENGINEER, .' . I �S�y �,i. � TC36.SO � AND 1HEN RE-COMPACTED TO ONE HUNDRED(100)PERCENT OF THE OPilA1UM�ENSITY OETERMINED BY THE STANDARD PROCTOR tEST,AST1A�-698 ` . I � � � . GT36.00 � I � PRIOft TO PLACENENT OF FlLL MAiERIALS. . � .��, . � `� � � � I � � � 0, (XIN1qp,lE'p FlLL: ALL SOILS USED FOR CONTROLLED FILL SHOULD BE fREE OF ROOTS,VEGETATION,AND OTHER DELETERIWS OR UNDESIRABLE - - /%� ' t ��^�� z$O h �I MATTER. ROCKS lESS TFIAN 4 INCHES IN LARGEST DIMENSION YA7HIN 15'OF PROPOSED SUBGRADE ELEVATION,LESS THAN 6 INCHES IN 512E FROM 15'TO � I,� . . � I �I . �_ ��jh-- �i -"'-'-'"'' 36"OF PROPOSED SUBGRADE ELEVA710N,LESS TNAN 12 INCHES IN SIZE FROM 38"TO 72'OF PROPOSED SUBGRADE EIEVATON,AND LESS iNAN 18 WCHES . II - � � , _.. IN LARGEST DIMENSION FOR FILLS IN E%CE55 OF 72"FROM SUBGRADE ELEVATION,WILL BE ALLOWEU AS ACCEPTAB�E FlLL MAlER1AL ROCK FlLLS SHWID ,�' � � . Ii � / �� I . TC34.8Z 5.00 I �I . BE SUPPLEMENTED YATi A SUFFICIENT AMOUNT OF FINE MAiER1AL TO PREVENT VOIDS.� SpLS IMPORIED FROM OfF-SITE FOR USE AS FILL SHWLD BE �/� "'-'�-'��"-` APPROVED BY THE GEOIECHNICAL ENGINEER. 7HE FlLL MAIERIAL SHOULD BE PUCEO IN LEYEL,UNIFORM LIFTS,N1TH EACH LIFT COMPAC7ED TO THE yJ ,--_-= I I 2.90 3.62 GT34.32 II .- . " ' � ' MINIMUM DRY OENSItt`M1HIN THE COAIPACTION SOIL MOISNRE RANGES RECAMMENDED. TNE LOOSE LIFT iHlq(NESS�IOULD NOT EXCEEO 10 INCHES EACH � � �� I' � \ � LAYER SHOULD BE PROPERLY PIACED,MIXED,SPREAU.AND COAIPACIED TO BETWEEN 95 AND 700 PFRCENT 0�SiANDARD PROCTOR�ENSITY AS � � , �I .� � �i � - d �/ '"-''�"'"�""` DETERMINED BY ASTM D 896. /� � '•I� � �. I � 2J5 � 4.62 ��f . � W . � � i'�� I� �!`�, � GT32.27 � s ` I yIy � Ir �� - �� SPOTP�A�PON�S SAHOWN N PAVED AREASOARE TOP'�PAVEAIENT UNLESS�NOIED OTH RW15E.ISHED GRADES AND ARE SHONT!AT ONE-F00T INTERVALS. W _ '_'-__'- I � � > � .. �i �� I / p 'r I'I 10. MA55 GRADE ELEVA710NS 7HE CON7RACTOR SHALL BE RESPONSIBLE FOR MA55 GRADING OF 1HE SI1E TO THE FOLLOYANG ELEVATIONS: . .\ .-_._.._ I I ��I� ' .�.... .-. _�..._ ..'.- • RADE N7THIN THE BUILDINC PAD AREAS . .: ' _.._. I -•8 I � � I �I `-��-��-�" '\�� --�- -�---{� ��/ I � ^BELOW FINISHED GRADE FOR ALL HEAW DU7Y PA�EMENT AREAS. � O U � � �. TC32.45 , ' TC34.55 - _ � � I � I � GT31.95 �.�� _ GT 4.05 I • _ BELOW FlNISHED CRADE FOR STANDARD OUT(PA�EMENT.AREAS.' /y� � , . I � � I�'. _ - _ - - �- - �- --" '--� .� � N �� _ . + 4'BELOW FlNISHED GRADE FOR ALL SIDEWALK PAVEAIENT AREAS . � {y/ O � � I � �i� T 31.95 �'7 �� TC34.1 B �j TC33.98 TC33.64 5 32.00 � i . _. � 6"BELOW FlNISHED CRADE FOR ALL LANDSCAPE AREAS. I M�•.._ I I� GT31.45 � �iP GT33.68 � GT33.48 GT33.14 32.40 if �� II I � � y A TOLERANCE OF+/-0.70 FEET OF ME FINISHED GRADE WILL BE ALLOWED FOR ALL MEAS UNDER PROPOSED BUILDING PADS AND UNDER PROPOSED N • v O � I I i� � � I � -� -:� PAVEMENT. ALL UNDSCAPE AREAS ARE t0 8E GRADED WI7HIN+/-0.30 FEET OF 7HE FlNISHED GRADE. . I � I �II � . TC34.00 � . �. � V- � . � � �� T33.50 �� i 11. BUILDING Rl7RANCE GRMES REFER TO THE BUILDING PLANS FOR DETAILEO�SPOT GRADING AT TiE BUILDING ENTRANCE AREAS. 7HE CONTRACTOR Q N O ! I I' TC31.65 � TC33.80 �� I O��4B�rJ7„ SHALL COMPLY YATH ALL ADA AND TEXAS ACCESSIBNTY STANDAROS FOR RE�UIREIAENTS REGMDING MA%IMUM SLOPES FOR HANDICAP PARNINC AREAS, � � I � �/' 32.5 2.55 - � SIDEWALI(S ACCESS RAMPS AND ACCESSIBLE RW1ES. L� � � � � a sar �;, GT37.1 ;�� GT33.40 ' W 22.00 �:. j � � � � � � r � I � � /� � I��--_f`I � 5� -�� -- � - i� �p; LMIpSCApE ARFJ�y` qLL IqNDSCAPE AREAS-AN�O7HER DISiURBED AREAS W1TH�N 1}iE LIM115 OF THE PROPER7Y NOT DESIGNATED TO BE PAVED � � . � I �' . ' I - � �; ��' O j-�'_-r-- -�f-- ��' �I SHALI RECFJVE 51%(6)INCHES OF TOPSOIL REFER TO THE EROSION AND SEDIMENT CANTROL PLANS AND/OR LANDSCAPE PLANS FOR UMITS OF TOPSOIL O�/Q�► J T ,. I� �.i PLACEMENT. r,LL I ! ri � � � I � �I �TC31.90 � TC32.85 � � T �I ! I '�i �j . � . �/ � � � - I� GT31.3O S T32.40 �� 11 EARIHWORK WAN7ITES TIiE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING�THE�EARTHWORN OUANiITIES BASED ON 1HE EXIS'fING ANO � Q� - I. 't,I ! � I��. 'iZ I � � I I �� 1 .�� PROPOSED CONTOURS SHOWN ON 7HESE PLANS. ALL EARTHWORK SHALL BE CONSIDERED UNCLASSIFlED EJ(CAVAiION AND BID ON A LUMP SUM BASIS, � � I �I� . / I� I I I� � UNLESS NOTED�OIHERWISE . L � r I . � I� � . i'' .� .s � . . �// J . . � r � I I /. i . < I / 0.90 S3� 1.95 ,g3? _ -�--- - �-- � ---- . . m � � _�--�� I - --� - - I _ _ 0 � `y"; f i SOt'46 "W - 190.00' , o � I �i �: 0.55 � o < � I � �, � � � - � I � i - - � N � i ; o � � . . I �p I �i - i -- - ---- =y� �s � ; --- i -.t.....200 ! � i I �� I . . . � p �. ��''� I I �� - i `�' ' ', I i 531 , 1 � i� i !A':,7' � o � in i I I �� ---- --- ;. � � !I( i t I � I �' ° � � � � x ° � I II � 1 I , � I � . _ '_ � � o . � � 5 i i � r � il .. � � �� 1-...��. ...�� . -� '�� I I __ �._I- I_'-_ __'"_"_ '_'_ �--.,-L-.-= � . 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V� ^ . . . i� `., '` , -------- - � - ------ � � �,,,� z g . . -"'--".� . 25'BUILDING S ACN - 540' � p . �` '� I � �. � CAUTION!! � � �S � � , - -l. _ _ ��. 537 � , _ �� g� � I . �� --��..., — —..— —m � o— — — — — — — — — — — — . . � SYSIE�MC(7�-COP-�.5-454S�pt OMER U7R�,I7LLY o� :S � � . , �� . I � . � - �—��- . LOCAlWG SERVICES AT LEAST�8 HOURS PRIOR TO n�n S Y I' � �� p �}� - -_ � 5 I ' CONS7RUC710N ACtINTFS.BURY k PMINERS IS � 0 9 ¢� � . I _ �-�.537 I�- �� ' � �/ l'.� V� \ � --� . NOi RESPONSIBLE FOR KNON7NC NJ.DOSTING � . l�._.=-= I T ..n VAN VAN I U71LflIE5 U!7XE PR0.ECT AREA NOR FOR � z��Q =il � , �� ' -- m I � n��"ow�x�NCS.�r�na+s oF urnmES ora o io '"z20' so ao �- ��s� � , �, �! � i: , �Z� ,� ; = F�.� I . .� � � � �.. .�_... - _.." 539' _..... \ : � /. ,_. I._ -... 53E . . . � �0 7�& / _ ... li � .- .... .' n . . . ' . �i . S, _-_...__.._.._ � � . . p z z-�_ n o�° j�. I 53s' _-.E �6 g'S6 . �,yg . .� � � . � � i I� �W . �. � ' . iI I�\ —.. _=�53 . . . �: � . �� _. .� \ \ � O . '- � .,. ... . . ., . ._ .. _ __. ' _.-..._.._. /� � \ 7 \ li I I I� , . � - - . ..-- - _. .. . �- ---=J LEGEND �� . il 535' I � . �� . � � � �. __ � . \ \\"_'� -�- . . `- � '-k�...4_. . ..__..___- ._-0y_:`� . 5: �nSF��.95N.TfENCE • *fl . . II - o I N _ ---._ _._ ... � ' . -I�� -�=--- � IP � w�r�eo� i s�raao eiae � .. I � w � � o Q cnox � 88442� f I --- I' O . ' -. \ . . `r`?S _._. LL ' . . �� g � . . �I 53 M._...._� � \ , �. __.__._-.___ 5S6' . _.._.._..'"'_'.. .. . _....__..__-- _'"___ " -.. � —___- . . ' � ENIRANCE CONSIRUC110N z � . `\�S\ �� . . � � I W \� \ , , � / '---' . . . � /3�G � � . . . I 3 . _ —_ 535' _____ _.__'_ .___ ----- .�� "- _�-. � � � . � —� FlNISMm SIOPE � � � � � . � �'I ' � � �� __---- 53� ' � O Ij i ao � w �/ / _._,._ -- -- - -- - --- GENERAL NOTES-EROSION CONTROL � ; _ _ _-- - _ _ __ .. 1 A • � � ' I �- � I � � . � 7. GENERAL CONSTRUC710N NOTES: REFER TO SHEET C1.1'GENERAL CONSIRUC'fION NOTES;LECENO Q � � � il I I � _� �n I._ AND ABBRENA�ONS'fOR h1E GENEF2AL CONS7RUC710N NOTES FOR THE PROJECT: O . Pro osed Z II � y _ 5}p � � � I 2 SNP3 COMPLIANCE: THE CON7RACTOR SHALL BE REWIRED 70 COMPLY N1iH 1HE CONDI710NS OF � � ,! J'[/) La- -E�o � � I� 1HE STORM WATER POLLU110N PREVENTION PLAN(SWP3)WHILE CON�UCTING HIS ACTINiIES ON THIS a U '� J I ' I N 14,652 s� � s36. PROJECT. IN AODIiIIXJ i0 CONSTRUCTNG THOSE ITEMS INDICAIED ON 1HE PLAN SHEETS,COMPUANCE . i . : -- . .w ... � 'MTH TF1 . � :_. i ,�� . -� �� II E SWP3 INCLUDES CONFORMANCE TO CERTAIN PRACTICES ANO PROCEDURES QOENTIFlED IN THE u � � �i� I � -. r' . � SWP3 DURINC PROJECT CONSIRUCTION. THE SWP3 PLANS ANO DOCUMENTS ARE.PROVIDED FOR THE � �� /% - � . _ • .---�--'TF=.r?3�.00 ' � SOLE BENEFlT OF.THE CON7FiACTOR AS A PLANNW6 TOOL FOR COMPLI1NG N77H THE ENNRONMENTAL . � - ' 1i- �� 553 , __R��_ M � �) REGULATIONS OF THIS PROJECT. 1HE CONTRACTOR IS E%PECTED TO PROVIDE,E%PANO,�SUBMIT AND O O � �� . i �. �.... - \_'o- " I� . � `. , � .�� '�-- . ' MONITOR A FULL COMPREHENSIVE SWP3 BEYOND WHAT IS HEREIN PROVIDED. � � A ��:- ,, ;.. - _ _ _ ._ .--- ,� r----- Q ii � � 3. BMP INSTAIU110N: PRIOR TO COMMENCING GRA�ING OPFRAli0N5;THE CONTRACTOR SHALL . ; i !I � _ __._ � Z \ j I � , � _ �� __ INSTALL ALL SWP3 MEASURES AND DEVICES AS INDICATED ON 1HE EROSION Ec SEDIA/ENT CONTROI . �i�` . �`� PLAN.� ALL SWP3 MEASURES AND DEVICES SHALL BE IN ACCORDANCE WITH SPEqFlCAl10N5 AND � � . ��I�� , i1 . "� � DETAILS SHOWN IN hiE NORTH CENIRAL iE%AS COUNGL OF GOVERNMENTS CONSi7tUCilON"BEST W W � I � ��I 53y �I . -_ _._ � MANAGEMEN7 PRACiICES'(BMP)MANUAL,OR AS MODIFlED BY THE CON1RACi DOWMENTS. ! R , . . -__ -'�-\ � � '� � .. \ ''___._ . SEOUE�NCMIG OFRC�OIJSIRUCTION,IN�ALL�AnON OFCNEW EROSICN�CON7ROLEDEVICES AN�CLEAN�ING, � . Q � i .. � � I � 'I � REPAIR ANO MAINTENANCE OF EXI571NG EROSION CONTRa DENCES. �hIE CONTRAC70R SHALL REViSE. � � �� I I� � - _ � RELOCATE AND/OR ADO DE�10E5 TO REFLECT ACNAL SITE CONDITIONS AND TO ACCOMMODATE W I _ ��r � . - �.._ . �.y<7— _ LOCATIONS FOR CONSTRUCPON TRAILER AREAS,STORACE AREAS,FUELING AREAS,iOiLETS,TRqSH � � RECEPTACLES AND WASHOUT.AREAS. ANY ACCIDENTAL RELEASE OF SEDIMEN7 OR PO�LUTANTS FROM __ II II ' � i . � � � , - -''� TME SITE SHALL BE CIEANED BY TNE CONiRACTOR. ��. � III' � I ��: . 5. SIIE EN1RY/E�T LOCATONS.` SItE ENTRY AND EXIT LOCATION$SHALL BE AIAINTAINED BY THE � � fA � �;,�n� � I �� . \ CONTRACTOR IN A CON01T10N 1HAT WiLL PREVENT TRACKINC OR FLONING OF SEDIMENT ONTO PUBUC � V� � i�'� . I --- ROADWRYS. ALL SEDIMENT SPILLED,OftOPPED,WASHED OR TRACKED ONTO PUBLIC RDAOWAYS MUST Q - i�� I T .'I� BE REMOVED IMMFDIATELY. WHEN WASHING OF VEHICLES IS REWIRED TO REMOVE SEDIMENT PRIOIi TO � � �� I ��• ❑ I - I� ENIRANCE TO A PUBUC ROADWAY.IT SHALL BE DONE ON AN AREA S7ABILIZED YA1Fi CµUSHm STONE �X �� I � - ;' i- W}71CH DRAINS INTO AN APPRO�ED SEDIMENT BASIN. ALL FlNES IMPOSED FOR 1RACKING ONTO PUBLIC � . II � � �;� .\ ' S ' A t I / I y� Ii.. ROADS SHALL BE PAID BY THE CONIRACTOR. I � I I� � A ` � I __.--- Z � i a l I�� -• . , ��...1.-.-'--._ . .. "'_ 6. PR07EC710N OF ADJACENT PROPERT: CINJTRACTOR SHALL ASSUME FULL I.IABWTY FOR DAMAGE' . . . � '. . y I . I�I �� , � '--_. _ � TO AOJACENT PROPERTIES AND/IXt PUBLIC RIGH7-pF-WqY RESULTINC FROM FAIIURE i0 FULIY � � I y - �I � � '-��--� - � _ =�/ IMPLEMENT AND E%ECUiE ALL EROSION CONIROL METHODS ANO PROCEDURES SHOWN AND NOTED�N � � � W� � , . ".. '. . ... _... ' � I I �1�. . ' . ti '� � . � � -- THE PLANS AND SNP3. . . � � ' � a � i I �I' y �W 5� �.�j _ 7. RE-Yf(.'ETAl10N: AT TNE CadPIETION OF PANNG AND FlNAL GRADING OPFRA7�ON5,ALL � O U � i � i I I� �1 �a � � � — � DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE W1TH TiE LANDSCAPE ARCHITEC7S'PLANS. - � � O �� IN AREAS NOT COVERED BY.LANOSCAPE PIAN,7HE CONTRACTOR SHALL PROVIDE HYDROMULG/ ' Y �O � I � � �II � / � / . � - SEEOINC AND/OR SOOOING FOR ALL DISNRBED AREAS(NOT DESIGNqTED 70 BE PAVED)IN N LLI . � . i � I , I � � --==1 ACCORDANCE N77H ALl GOVERNINC AUiNORITIES'SPECIFICATIONS. � �i R� IP i � . � 537, (i �\� b. BAIP RENOVAL: THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SEDIMENT BARRIERS AND . -� (v� U . I � �I �I,,. I� 1 I y' , _ - INIET PROTECTION AF1ER YEGETATION HAS BEEN COMPLETED AND ALL AREAS OF THE SITE HAYE BEEN . O ' � � � � I � I-�` � � ---RL---- Z�� „ STABILJZED AND ACCEPTED BY hIE CAVERNING AUTHORITIES AND THE DEVELWER. � L � i� �,�� . . 533 ' � �� r � � � ( �i OO _— —_ M � � �.. Z . . I � � / I I � 532 � � I �� . � J ~r` � �. , . ' �� / � �. 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L� � I I � . . . ^__ . � I 1 i �I.1f � ��. . �Y-.- 'I �� ' I I _ O � � � � ' � I� , I • I � -� ___ _._�_'-__�__ .1 I '� ., . . . -� ----r-��- - i .,� i . �: . _.. _ ::. � - � -- � i -_ •• ° � � i __.�_.__._:._ - -�-- � - -------------- � � � ° / � � "' .-,..-,.,,�.,,a r-..�-.a.,....i ...�-'�'------------'-- . . � � --'----"--------'�------1_ .a-.�...: `" . . � o � m a a � c � N � �- g �` � � ° o � � Z "�._ � \ �a � ; � '` o � .np p 0 0 . i . . � VI O S U G. 4 SHEET � � � � � - � - � BENCHMARK: . � . .. . � BM#7=539.70 - � � � - BOXCUT FOUND ON INLET t 500'SOUTH Of STARS 8 SiRIPES WAY 4 1 � . � ' ' � . ON TME WEST SI�E OF F.M.2499�THE SOUTHEASTCORNER OF •\ ■ � � � THE'ROOMSTOGO'PARKINGLOT ' ' . � � F:\30445-Ot\44507DAM.dwg moditieE by rhamil ot Feb 13. ^<006- 1;30pm � � - � � . - - - - � — — — — — — - _ _ EXH181T Pa � of .1�� — � ' � � 10'UTLI7Y EA$EMENT .. . . � . g . � . � ' . � �'�'1 p o R . - ---- ----- ---- - --------------�--------------- -------- � Q� - o.0 I� -- — — — CAUTION!! � J S "----I - i i 25'BUILDING SETBACK � � . CONIRACTOR IS TO CONTACT 7E%AS�NE-CALL „� �-� �°?. I . - �i — _ — — — — _ _ _ _ '_ � SYSIEM(1-EOo--2/3-4543)OR O1HER U7iLIN �i &� .. �� . LOCATING 43tNCE5 AT LEAST�8 HWRS PRIIXt TO- � ' i � . � I . � �CONSTRUCfION ACIIVI71E5.BURY @ PARRlFRS IS G� �S .. �I NOT RESPON981.E FOR KN0INNG ALL E7QS71NC �� a z�a�� I . . � � . U7RITES IN iHE PRQECT MEA NOR Fqt . °��o ea i� DkPIC71NG 1HE FJUCT LOCA110N3 OF UTLITES ON 0 10 20 30 40 + "� p _ . `�_-:_,-._,I I I ry , iHESE DRAVANCS. � 1"=20' �Z�'„�"g ,.. �Y II li� � �° �� . � II . ! � . _' . 4 0 �q W��' , ,; I� I I� � 8W � � ' . . .II I I�� ___ __" . '_-___'"-__-__"_ '_____"_.-}_�' �_{'____'_ 'J . . � � ' I� ', � __ ' I � � . '' � 'f � � I� . � �' � . � . �,, �. II I 1— * *�l � I - GENERAL NOTES-STORM DRAIN � *� il I �': _.� ��w_- M r:�'�,'. .., � �s,w�'.�ss i sirnrsao eree � . - I �� I � �� j O�pp�&41 LFS � 1• CENFRAL CONSIRUC710N NOIES REFER TO SHEET C7.1'GENERAL CONSTRUCTION NOTES,LEGEND AND a84,42�� , 'i , � 1 II . ABBREVIATONS'FOR THE GENERAL CONSiRUCTION NOTES fOR THE PR0.IECT. 11'�� N �� li i � ' II , i ,b��. �I � 2 rRO�cna�oF unun� THE CONiRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND _ ,��5`IpN EN�� I � . - j I , PROTECTION OF ALL UTIL1IY POLES,FENCES,1REE5,SHRUBS,GAS MAINS,TELEPHONE CABLES,ELECTRtC CABLES, e � �� ' .i I DRAINAGE PIPES,UTR7TY SERVICES,AND ALL OTHER Ul1LITiES AND STRUCTURES BO1H ABOVE AND BELOW THE GROUND. i �3 QG . . . - II . . . . . c i � ' '� . ; - _� 4, - Ip� 3. PUBUC STORM DRNN%PE UNLESS OTHER'MSE NOTED ON 1HE DpA`MNGS,ALL PIPE FOR PUBUC STORM DRAW � . � . '� IMPROVEMENTS SHALL BE REINFORCED CONCRE7E PIPE(RCP),CLASS IIL � � I� I � - I � k PRIVA'fE STORM DRAIN%PE UNLESS OTHERWISE NOTED ON THE ORAN7NG5,ALL PIPE FOR PRIVATE STORM DRAIN . II �' ! I I . .IMPROVEMENTS SHALL BE AS FOLLOWS: . � � . � 3 � CREATER 1HAN 36�: REMFORCED CONCREiE PIPE(RCP),CLASS III � � � I m � � 15"THROUGH 36': REMFORCED CONCRETE PIPE(RCP),CLASS III OR � . .� . I' I �� - . �Z� I HIGH DENSITY PO�YETHYLENE PIPE(HDPE).N-12 � � I' G � � PrOpOSP.d � � 4'THROUGH 12': POLYVINYL CHLORI�E PIPE(PVC),SDR-35,OR Z F � �� il I Y La-Z-BO NIGH DENSITY PpLYETHVLENE PIPE(HDPE),N-72 II //i � I . I �4,652 sl 5. RCP JdNT SEALANT: REWFORCED CONCREIE PIPE JOINTS$HALL.BE SEALED N7TH RAMNECK OR_APPROVED . Q ✓ � EWAL �i I� / � 1 �� I /.I �' FF=�J.�7.O0 � - � 6. CRWIINC: ALL PIPE ENTERING PUBLIC 5TORM ORAIN 57F2UC1URES SHALL BE GROUTED TO ASSURE WA7ERTiGHT � � � �� . .// � i � � �._ r . CONNECTIONS. � � � � �� '/� � ; � � i � 7. CONCRE7E COLURS: CONCREIE COLLARS SHALL BE INSTALLED AT ALL CHANCES IN CONDUIT 92E AND AT ALL � i � i I � _� . � j JOINTS THAT ARE PULLEO IN EXCESS OF THAT RECOMAiENDED BY-1HE CONDUIT MANUFACTURER. � .��.�:..�-_F.:t. A..�y __'}'�'; "_ I + & ROOF DRAINS 7HE CONTRACTOR SNALL COORDINATE 7HE E%ACT LOCATION OF ROOF DRAIN LATERALS VATH O � ?! I __,�I � . I. BUICDING PLANS fOR OOWNSPOUT CONNECTIONS. END AN�CAP ROOF DRAIN LATERALS FlVE(5)FEE7 FROM BWLDING I"� 1 . �I _ AT 12'BELOW FlNISH GRADE FOR CONNECTION OF DOWNSPOUTS. � . I i II � � � I 9. ADJU5IMRJT OF 51RUC7URES ALL STORM ORAIN S7RUCTURES INCLUDING MANHOLES,WLETS AN�CLEANOUTS - � � �'. ' M115T BE ADJUSTED TO PROPER L1NE AND GRADE BY THE�CONTRACTOR PRIOR T0,AND AFIER,PLACEMENT OF PAVING aF . (� . �\��/ I I Ij.� H ( AND GRASSING. � . . II '_// I. . I �I . ��.� � fL 1Y 531.80 12'SD ON 4.627G-- . � � n ._ - � w � . . Oiao�0.27 CFS N . . � . _=---.J I� � ' � ° -� � � � ' Ii � � " � ' _6.55 1-16'x1Y WYE CONNEC110N � . 'i I �; •` .__ _ _ _' _ . . � � I i V -�- - -� F�L�18'�52&60� I Q � � i I i � fL 72'S2&&S �� , j� � 0 -- -- -- - W -- _ _ �, �- � iI i , �ji ' � -�--- ,— ------=— 8 c5.- m ?� � a.._._,,; � I �� i ; � i�� i � I -- ----- — — — � � ;� i ; ij N � � i � i 'I - , r^ � � � � �- � ,, ; ; ;' �� ' ; g - i; � � a F- I I �I I i I I _ _ Ij� I ( mJ � � i I �i� �' ; 1�� m � � I II � I �I� 1 - TOP 250 I I�4 I I STA.O+N.00-'A'P.T. � 1 V 0 . I ' �j I �s�y c r 4 c u R e tt��r �� r i i a�s z a.s o � �I� �� .--u•s o a�z�o x � (,� , � � i , �e so Pire k� � �r �z• � e,ao-zos cFS I� cv, - - Ce1 L� r , i I �; �e sii.es i ��y, '� - - ----N- I � � J O� O�pp�0.27 CFS I g1� � I � STi1.0+07.00-'A'P.G - O . I �:� . � � � ��I I , e. � Ii ' . � I . I I� I J . . — I�-- .__—__ ' . I ' I � �� r �/� � � .�I � '� I I� \.� A 00-•C- � � CON5IRUCT�/�ppp_�•q . LL . . . � j� � I �' i . `qY� � 1-18'zl�YIYE CONNEC710N BEO�INW24�P� IPE � . . � � � . �i � � . A BEqN 1B'SD PIPE � � ' I FL i4'S21.BB- I . y , j �� I i �i 1 . S{ _ - ��e•szz�o � n I QL I i � _ ' f � �� - I � ��;e so�w� . ' � i �ry � : -- I. R 18'325.� � _� �-21'SD ON 1.SOx —18'SD ON SOX m � 0 � �i. � � � � -''� � FI.16'S2ZSe-• . . . . . � � i r -�! i � 'eEaa,z"�i'so��cna, � --- � 0 ; ;I ri xa szs.oa � STORM SEWER CENTERLINE CURVE DATA N a � i1 . � � I FL 21'625A6 � � � . TA ' - � O � . �. I �I � CURVE DELTA R4OIVS TANGENT IENGTH CNORO CHORD BF.ARING Q � ,i . i .I I�I I ) 1-21'at6'WfE CONNECTION BEqN 1 SD%PE• .°. � . G � I � 1 - � �-- BEqN,tE'SD PIPE 21'328Ag . - cv.i 2a�z�ror � eo.w v.zs sa.00 aa�� n�s•3a�2s^e � � in . � ;j � �� - Fl 21 52Q90 �1E'S27.20 � 8 � m O < �I I �,) ^—J �l I c�`e•szaoz___-- --- -__ i� !� �' � NOt'46'57"E – 212.00' �D � u - - - - �} - - - - - - - - - EXHIBiT.�_ T � � p !, ,o•unurr easEM�r Pa of �ii� , ' � _ � ' I� ------------------------------- -------- m � � �r -- ------ -- ---- — I; CAUTION!! � �8 =� cor�mm�c�oR�s m carrncr rous a�-c�LL �i y� �a .......-"'-"-I - 25 BUIIDING SETBACK � . I I �� . i � I - -1'� — — — — — — — — _-- — — — — — — — — — - WCAiNd6�5ER�rN'£S AT l�FhBT M NOVRS P�PoOTMR TO w.� �� I �� . ��- _- -., CONSiRUC710N AC11N11ES BURY 3 PAR7NERS IS `v z� 'd7 9 ��.'� �4 � �� MSTALL: � NOT RES40N98LE FOR IQlOYANC ALL E%1571NC . . . � ( �.., 7-B'MB'lEE I I� � U11LIilES M 1HE PROECT AREA NOR FOR � � g�? i __'-__ I �I 2-Y vw�s I o�cnno n��wc�naas oF ununES or� 0 10 20 30 a0 + „��y ` I� 1-e'Vw� n��ow�vnNCS. 1"=20' _��a� 1i � �. re'awc – —' .�o� �,, ' �� i� �-� � �W��' ; i; i� Y y �� ! i� i � �w . Ii � I r GENERAL NOTES- UTILITIES � !� I, I —' �� 1. CENERK CONSIRUC110N NO7ES REFER TO SHEET C7.7'GENERAL CONSTRUCTION NOTES,LECEND AND � � � �I � �� ` \\ ABBREVIATIONS'FOR THE CENERAL CONS7RUC710N NOTES FOR THE PROJECT. � � JFi� '� �I; �i MSTALL: � II � �i I I 2-8'�3'BENDS r----J 2 INSPEC710N ANO 1ES11N47 iHE CONTRACiOR SHALL COORDINA7E INSPECTION AND IESTING N17H THE i�. �M�..�,,;�� - ; � �, I �I APPROPRIATE GO�ERNING AUTHORI11ES PRIOR TO BACKFlWNG TRENCHES FOR ALL UTLITES � �• � •I� . Ij V � � � � - "��i'�' I! 3, 7(tENCF{�pMpAC71qL• THE CONTRACTOR SNALL BE RESPONSIBLE FOR OBTAIN�NG COMPACTION TO A MINIMUM OF � � �� I � I� D �� . 95S STANUARD PROCTOR IN AREAS OF PROPOSEO ANO FUiURE PAVEMENT ANO ALL AREAS EXCAVA7ED AT THE � I�,1� BE¢¢Z�i 1 � I� � �� I II 9UILDING FOOliNGS FOR UTLITY SERNCE ENlAlES. TRENCHES WFiICH LIE OUTSIDE 1HESE AREAS SHALL BE COMPACIED ' � � O �� T O A M I N I M U M O F 9 0%S T A N D A R D P R O C T O R. . 1►S S (�N� . . i` \�`ONA` . �j p � �. CONFUCTS.` THE CONiFtACTOR SHALL COORDINAiE INSTALLATION OF UTILI7IES IN SUCH A MANNER AS TO AVOID - . I; II M . CONFLICTS AND TO ASSURE PROPFR DEP7HS FRE ACHIE�ED..IN TiE EVENT OF A CANFlJCT BETWEEN WATER LINES z /'S OG � � �9'� . AND STORM ORAIN OR SANITARY SEMlEN PIPING.11-IE CONTRACTOR SHALI ADJUST 7HE WATER LINE DOWNWAROS IN �� SUCH A MANNER SO THAT 7HE PIPE MANUFACiURER'S RECOMMENDAT10N5 ON THE PIPE DERECTON AND JOINT STRESS " 3 �� . - ARE NOT EXCEEDED. . , � � . I� a ' . � � � . . i` O i� S. CONNEC7ION TO E7057ING U1ILITES THE CONTRACTOR SHALL VERIFY THE SIZE,TYPE,ELEVATIIXJ,CONFlGURATtON, . AND ANGUlAT10N OF EXISTING WATER,SANITARY SEWER ANO UTILJTY LJNES PRIOR TO CANSTRUCTON OF 11E-IN � �� j+�l �I � � . - i � MAIERIALS. THE CON7RACTOR SHAIL ASSUME RESPONSIBILIiY FOR REPAIRS TO EXISTiNG FACILITIES�AMAGED BY HIS � �: N � � i I I ACTIVITIES. . . � �I�� 6. WA7ER METERS.` THE CONTRACTOR SHALL ACqUIftE BOTH DOAIESTIC AND IRRICAl10N METERS FROM THE � ��; � � Zi, j q � . II GOVERNING AUTHORITY. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING METERS INSTALLEO IN BO%ES AND � � � �� I PrO osed � � � CONNECTING PUBLJC TO PRIVATE WATER LINES � � i , . i! H� , CONNECT TO 005T. ^ . I' � �w�� La- -BoY 0 I 7. %PE COVER TOP OF At1 WATER LINES SHALL BE INSTALLED WITH A AiINIMUM COVER OF 4 FEEL � � `�, . i� %I ' .N 0 8� 14,652 sl O � !. HOFpZONTAL BLOCKING` HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITfED FOR CIARIT',HOWEVER, . � � � � -'I '�- 1-E�VAL4E � BLOCKING SHALL BE CINJSTRUCTED IN ACCORDANCE WITH TI1E GOVERNING AUTHORITIES'STANDARD DETAILS�. � � .._.-.--.� �� ( j 1-6'z8'RFDUCFR .__ M . �� /f,/ I II �BA��P�w� FF=537.00 � � l) 9, TiqUST 9LOCKINC: THRUST 9LOCKING SHALL BE CONSTRUCiEO IN ACCORDANCE VA1H THE GObERNING � J AUTHORITIES'STANDARD DETAILS. DO NOT COVER BELLS OR FIANGES'MiH CONCRETE. THE CONTRACTOR SHALL J � � � .��t__ .i �I �•�� . M �— REMOVE E%IS11NC THRUST BLOCKING OR RESTRAINTS WHERE NECESSARY TO ALLOW THE WORK TO PROCEED,-AND SHALL � � I j � . I REPLACE 1HE THRUST BLOCKS WFIFRE RE�UIRED. THE COST TO REMOVE,REPIACE OR PRONDE 1HRUST BLOCKING SHAII BE INCLUDEO IN THE CONTRACT AMOUNT. _ i I ') � , �I�" � �� I 70. ADDI110NAL BEN�1`� TFiE CONiRAGTOR SHALL SUPPLY AND INSTALL ANY ADDIT10NAL BENDS WITH hIRl1ST � ' ' ---'�- { ,- �%-e"m-- ��I--i'�� -��-�-�� I IOp I BLOCKING qND OTHER APPUR7ENANCES REQUIRED TO ASSURE PROPER WSTALLATION Of WA1ER MAINS AND LATERALS. - u1 � THE CONIRACTOR MAV�PULL PIPE AS NEEDED AT THE BENOS'MiERE THE DEFtEC110N ANGLE OF THE PIPE DOES NOT I MATCH THE ANGLE OF TFIE BEND PROVIDED THE PIPE OEFLECTION IS WIIHIN TOLERABLE MANUFACTURERS UMIlS. THE � �.�� _ I �1 ' I � COST FIX2 AODITIONAL BENDS AND BLOCKING SHALL BE INCLUUED IN THE CONIRACT AMOUNT. . � I j � ��T� I ��, pp�yF7�{yyp�E Wq/ip; ALL VALVES,WCTILE IRON ANO CAST IRON PIPE.FITIINGS AND SPECIALS SHALL BE `� t-FIRE OFPAR7MENT � II :I I I iY ��Cn� �I POLYETHYLENE NRAPPED. - . � I�� ? -' � i �' � 12 ADJUSTMENIS THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANMOLES,CLEANOUTS,VALVES.BO%ES .. __ � _� I x VAUITS AND HYDRANTS TO FlNAL GFtADE. 1HE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. � �� I W � 8'$$�,p7p�� 13. MPURTANANC6: ALL VALVES AND O1HER APPUR'fENANCES ON AlL FlRE PROTECl10N UNES SHALI BE UL/FM . � � � I' I !FL B'52430 APPR01�f�. THE COST SHALL BE INCLUDED IN 111E CONifiACT AMOUNT. � � I' I ��i n� � . 14. FlRE PROlEC110N WORK AlL FlRE PROTECTIOW WORN MUST BE PERMITTED AND APPROVED BY THE GOVERNING � W� ' � I I �I� �� AUTHORITIES FIRE DEPARTAIENT. THE CONTRACTOR SHAIL CONDUCT ALL RE�UIREO PRESSURE IESTS ON THE FlRE 7 ----- I! I � i � PROIECTION LINES TO THE SA7ISFAC7ION OF THE FIRE MAIiSHALL FOR THE GOVERNING AUTHORITY AS WELL AS 1HE � M � L - . j i; � � 191 INSTALL 34 LF OF 6' � . W � r j SS SERVICE O 1.047G I �EVELOPERS'INSURANCE CARRIER. I �i I i ��I MINIMUM CRADE YA'fH � � .I I ; (��ryqJ'rs pQt , . : 15. SANITARY$ENEA PIPE ALL SEWER PIPE SHALL BE SDR-J5,IN ACCORDANCE Wlhl ASTM SPECIfICA110N5 � W ; I � I�� I PLUMBINC CODE I I ; D-3034 FOR 4'THROUGH 15'.ANO ASTM F-879 FOR 75"THROUCH 27'. � � � � i ; i� � � I-- 1{ 18. WATQt PIPE AlL WATER MAINS 4 INCH 7HRWGH 72 INCH SHALL BE C-900(SbR-18). WATER MAINS 1a Q �� I I �!I SI ! 'I INCH THRWGH S6 INCH SHALL BE C-905(SDR-18). ' � O � Z lNSTALL 45 LF OF 6' i � � � � I i� �I SS SERNCE O 1.047i � I . ' � I�1 � � I;1 " �aa��xn" I N v � ? � 'i �i� rcwewc co� L � � L '—' , , I i � ; , ;' �� ; � ' ",� '� _. -- -- - -_ - a N o i i y. ,� ; ,� ' � �/ - - � - .-, : _ . i,, , I ., �'iz oo I� _- - 1- � ,. . {� _ - --- �_. _ :-_. _-:_ _ . , � � � ' ; � i� _ W . � � � ' � � ; }.. Z , �� I � j I I I I siti t+ao.2o A M ol 'v'____�___ -- � ; �� \„ � ° �- a �,; � � I : I i i cwa�+se-,��u (� 50 ! � I ''\ ! srw oraaoo– I�• V � � �' ior s�.so m � � I� �� ; � � �i or � � � FL B'S27.78(W» � _ _ ,-_- �N�C�N E7aSTING : i� � I PLYS23.98�IN � � -t_ _-_ -_ _- _--_- _-___ Q i : I' i� � '� I� � � '.. r i.- fL B'S22.63 � � . � � i.�.,l._ ..___— '___..__. ___......._ _.... .�Ca.�:.;. .___.. . .__'_ _.._.__._..�5.. � !I i w �f� . I I r�,.�, � .. . � ' - _ _ - - - -_ .. /,' � � �� — — SOt'46'S7"W – 190.00' — — � – � J � _,, I o � j ` i i_ I ' � --- – _– � g � I _ �� l _�y,� _. 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"-s`.:�.p.'� ma.swwi.w�cosew ::::..;<p• _. ( .'�:..,r:::=. _ a :,...: �..... . . . . ....«...;. -. .1b ..a..� .� �n.:=....�:.. �iOLL FlYCR M'LHRIW /f CM N'UT M1!Nm b.1V.A' W LCMlAGT�Y{� � � o ,,�y - - � / MNf1lIf 19:[bY'll4m � M&lYO'�oo�Nyy, Z q � � " . .- .-.� _ ' _- iw°.'"r a�i e c�a+r°c�rtei a�uu �\/. � /�i . r+m�eart�e+erere io e�.ec eu.v.raae � _ _ �o �. I � ' (15 .FJ 5 I �35 .F)5 EL t � ort°tRMe.0 ee v eewW cunwwae � / �+�� r�x nix a•e�wcx i er%�� "� O0 x�° _ � � I� '}�� (I55)ASIA JA5 INE (J LI O � ,. 'aO161"'°m�� ° ° .. �I 2U �L 5J 1 IAN R ��j � ., :ov�'1'. , i� �{ z C t,-°'°'-L� _ _ N f . �"�� _ !4'U RF Y 'J K ANS� � ./.•. /./ /�i. �T�r-�rosr�row� �W� w� � .�r.�� VAN � ,� �ii+w°F�rraeirm 4 ; � (l)I IAN H (4 6 0 P 5 1 J A S INE ��e�W '� Y,o F, ; I i � lU c ax �M SHRUS PIT PLANTING DETAIL � i ' (6J GRAPE MYRTLE$HRUg (b)GRAPE M1'R7LE SHpJg �� . i �. (135 S.FJ HYDRO xr.s Ii N TEXPS RED BUD � j • � �(28 LF)57EEL EDbING !71 FOUNTAIN 6RA55 rt��lry� � / � " I i I� ��1 BURPORD HpLLY N GEDAR ELM �� 5�� O� (IU FOUNTAIN 6RA55 (5)DWF.BURFORD Hp�LY M�°'ro��m�� / � a / � � (IB .FJ 5 L E I (I S.FJ wm..ui�v�"a�uu°e � enar cart,.naa°a waor'u'' � \ \ \��\ � ♦ °�'wr r�mm.°°°r+wor°.�'� �<Hy�k � I I ,::: (40)A51 INE � (IS FJ 5 EL D61N x��M n..«.uer � ( I �� ''� � ve'%4•Sim.eaura owa's`wm MmJ � ,� �\f`/. �/// .�\� �� 9� : I ;;::tw:: � � j� � ° (I)GEDAR ELM ��.�«� °„�°^�•�� rzz� " �P � ( � f39)INV�Ari H � �,�O F�� II �L � � 'w+�ESriceenun� \�'�� TREE STAKING DETAIL � [95J INDIAN HAWT}IORNE � • � nr�. i .. O I C30)INDIAN HAYITHORNE JAGK EV . '� , � , 'JAGK EVANS' �OJ EDWARD 60UGHER (6'IO)ASIAN JASMINE _:- i/� �,.�`.. a'" � t � �+ �� l'72LFJSTEELED61N6 ABELIA .' j��j% ,. x�,�''�k''w yvf� 9 � � "'S.s�'''� �� ! (67 TEXAS SA6E (6I INDIAN HAWTt10RNE "�` � ��.. '��:�� "•�'?3 I .:��.. (57 ARISTOGRAT PEAR 'JAGK EVANS' � (2�INDIAN HAWTHORNE 'A. . // //� j\�\ / ��/\��jT *%// i[[-::-'.�:, (8)VARIE6ATED PRIVET (20 L.P)STEEL EDbIN6 'JAGK /� � �� i -"r.�-� .b�'..",�" !30)SEASONAL , �4l DNF.YAUPON HOLLY _�. ��` ////� /�/// / /� � . �_`;; � � � � � � ,.._. � L�NDSGAP� REQUI�MENTS REQUIRED PROVIDED � I C �". GOLOR �� /�/ ✓��/�T/��i�/ ,.�/ a � I� r'% '.�,q,� !2U SEASONAL GpLOR ~i /;% �� INTERIDR LAND�.�-APIN6 ^ . � MI !H)EDYIAixD 60UGHER ABELIA � h0 L.FJ S7EEL ED61NG �'� A minimum of ten(10) eroOnt oF ross arkfn Is the �+ ' i 9 (4U SEASONAL GOLOR 14Z S.PJ HY :'' P 9 P 9 3,70o s.f.re grass,grand cover,plant,sh vbs and treos. q� "l,4R6 s.f prov. � � `'f (e1�wo.rtv c-.a�cr�rt ne�tn ,_� GROUNDGOVER PLANTING 5roee parking area equaf 3�poo �Jj ! j a�Gn�u �� µT Thera shall be a minumum oP one(I)tree planted for q treos 4 trees �Q1 j L L. c) thereoF of ra ulred hEerlor I V �(� � . each Povr hundred(400)ec�uare fest or{ractlon . 14,652 sf n,�t2 s.F1�t�v�to q, and9ca e area. � PL�NT SGH�DUL� P ��I �RIM T R AND � PIN Piqn North Plan North Q ' �Londscape twfPer trees ad)acent to R.O1N and 4 Trees 4 Trees Z _„� i � `'� . a�rn+��y symtoi eo�,�oo t+�s sob�nr�e Name v�cripe� ab�tling properkie5.Trees prefe�rod aro treee i �'..,'� common to Chls area oF Texas and sholl hwe P�ar+East Plan Eask � avera e e read o!crown o�greater than flfkeen 6 Treee 6 Trees � �� i I �•„e"_� e ��S (f5)feat atmctur(ty.Minumum of.threa caliper Inches Plan YVes! Plan Wsst �. � Y � I>;;*.:��i. ' /'��''� when meaevrod six above wnd.Ra vires ona U b Trees 6 Trees � [y� { • f eaia eypress roxoaiun aieeienu„ P 'Pf° tree sr eaeh PIP Plon Seuth Plan South � 3 Q 3'eali ar IO'HtJS' ad � q � � � . �,..�r eae.straignc w�k �a�eof oP arimeter cr}ea.Max�im m�hel httFor '. � ( I ��5�� /�� acreenl hed ee or ehrybs ie 3ft. 9 4 Treas 4 Trees � ED61N6 6 Qty. t � � Gedw Elm Ulmve creseliolie 3'cqllper 10'HtJS aproad � 9 � '>`�:�.: (U GEDAR EL �,1 BlB,straiyht Wck y_��, � �� `� (5)BALD GYPRE55 INTERIOR LANr�.so�Nb� In all non-residentiql zonln 71 `;(�:+� _ � � (�IS L.F)STEEL ED61N6 I2 aGy. O Live oak cLeruia vir iniena 3�L°�'P�.��'m� 9 To�al 9iLe: Total Dit6: `^ y � �"��'=�' 9 4'spread,B�B strelyht trvnk dlatricts,a minlmum oP PlFtoan(IS)percent of the total IOp44s.P. 12p50s.f. �• �-`� , site croa shall be devoted to Feature landscapin9 with � „,,r ' � "' (I,boo 5F)HYD riot leoe tha�PIfCy(50)percent oF the Iand�capl �/ � I - Rp ORNAMENT�L.S beinc�located In the roc{�Irad front yard.Slta�66,960 W ^ <oue�ona �V�"oou 9'F' � °`'� :_ .. . (U GFDAR ELM � .�^ 5 p`y�,p�ak Pea �d per.10'HtJ4's W . . , - ol irmi w HnwrNORrie : °ty � vr•m i I , � � �' � ,�`K�A�, ,*, Aristxr�.• so-aiy,e erw�c,ere,mewv„9,psa Totaf Front yard:�O,qBle.f.50%of londeeape F�ont yard: Front yard: m Z� 1 (�O F�5 EL I ' �ec��ired In front yard 5,022s.f. 6,400s.f. � 'I 6)GRIMSON PY6MY BARBERRY � \ � I I T '' (10)GRI N 6MY C30)STEEL EDbIkS 4�ly. �* Ywpon Hoily Ilsx 1}ibrid 5ovamoh' S HVUnk mh.,I I/�rtca�l�k mN.. / I B E� eoneobx,remeie � NO N- HI��n qR OP N� � Tree ratlo er I I I .�. (16)INDIA HAri Fp p � �L.�� I Gt�t� G Non-vahlcular an Space IF over 50 percent � 1.� � I (�pgpj q�µvjti�� ✓�fI�UB.J provide I Trae per/4,000 sc1.4t.Total Opert 2 Trees 2 Trees � � Q r � (4)YNIPON HOLLY � O M� � E �I !bb LFJ S7EEL EDGING �6 pey. Q eewnrd sovcnx .w�siia�rrna�FlOra Vehlcular Speu.a=3?p00 s.f. Total � LL� . � (4 L.F)STEEL ED61N6 uaeuo ear+r 6oueMr' �ya�lon,I�"HtJlB'sPreod Non-Vehieular Opan apaca=8S682e.f. !ao sFJ nsiaN.�nsr�ir� N m �� I !6)LIVE OAK ,.:. I2 etr.y. � Gape Mi-ae �ogeratroemta udle.n ', �I� ('7)INDIAN HAW7HORNE fi�1 IPIDIM!HAnTHORNE .. �+� ea�on F[o�ge' S qeiion,aa•Hc�b•aprsce � 40 lF�STEEI ED61NG '�K EVANS' "� 16 �''^^'�^RJ9^�Y Bernaria khx�er / � .. � �� 111 DYiF.BURFORD HOLLY �j p D�.�� ,:'�`� ' �� rcy •cr�nson py9my�� 5 yqllan.13"HU30'apreod I N�t,/ . " � I . ( LF 5 N6 na acy. � �«�r��rore ne.�orn.,eo CASE NAME: LA-Z-BOY Q O � ' .. �`� rwuy arro�dx ncna� g p�ion,�a�Ho�so^.preaa CASE NUMBER: CU06-03 �„� L� � ,� �, ' � � 95MIN J A51 N �,� ..: ..'. : � ia oty. � a.rr r-a�m�n Penm•ewm LOCATION: 3450 GRAPEYINE MILLS-PARKWAY r . � I ( ' . Ir\y `.'"'f'-. • �':`':'`:`. sro-as oiopec�oidea s goua,,iz•Hcm•,p�eaa Z . `.`��",,'•�.f�;4. LOTS 2R & 3, GRAPEVINE VINEYAR6 O � I *f` - �:. L.� I : . - _�`,j: w ocy. Q owo-f ra,pon r+ony u.x oomrzo.b Q � � I ��7�:.`.. =' S G.�93Q`: �S'S�" Nmd 5 yollon.34'HtA9'aprsad J f� . � x�?}� '�. `�� ISt Chy. O IMim MantMrne RcPhlolepia lndico �� Jxk Evons' ,b�k Eva�i 5 yollon,24•HL/20'sproad i � :'.� 3 &.8G90 >M . . . i - �� se aty. �g o-wio„a�mor,,. rz�p,ioiep�e u,ako MAYOR S C � �� r��eacw esa��j� rwje3ci�eewey e gouo�.�a•�nno•,p,��d DATE: � x rU7 If�-��4�'-=�� ;� t ee[y. Ts rexas sage �eueaPnyn�n r�ve.soa, � 1 ��59.i�73 � � Gompeetwn' 3 pllon,�4"FIE./20'apr�ad PLANNING AND ZONING COMMISSION = �882.c�9d�� I� `a:` . � � �' ("1)INDIAN HAW7HOIiNE (87 DN�.BURFORp ' e aey. � varbgated prrvek ��Y,��i ��nse s qono,,.30"rxl�mn� a a"� � �JAGK EVANS' HOLLY (18 L.FJ STEEL EDGIN6 �a� �� CHAIRMAN o �-___ � f385 S.F}f1YpRp (45 LFJ STEEL ED61N6 r4�5.��H,� � TUR�/GROUND GOV�R DATE: Mf h "'"�1� ; u � D,'12o S.F. '.�'.�'.��'.�',.��.�'�. Bernwda gaas GywEOn Goctylon �omu��wikh 2-3 Ibs. . , N � pa.000n.�. SHEET: Of ,�� . � o � ..� �.'16os.P. � naw,.bsmw rrach.�mpemu,n — � .. �, �wuc�„ <"Po�s c ir o�. AppROVAI DOES NOT AUTHORIZE ANY WORK `�.t} o° � _ ��_� _ 12 a�y- seasonai coior a'pots o e�o.c. W CONFLICT WITH ANY CODES OR ��M1 p ` �' ORDINANCES. ��' � M � " MISG�LLANEOUS � `�` � � r �� DEPARTMENT OF DEVELOPMENT SERVICES ��RCH�cis v m � . Z � i 448 LF. 5tre1 EOyin9 rdjenan I/b'x 4^.Wry 3•belaw gaCa �,��Y��NERS o rn ; U m , 4 Y xiF y BeC Pr e Par a t i o n LINn 9 E a r l M T a e M O Ioqy'e o m p l s t e m l k }�Y � �. V � O � � a ]'loyor tlllsd 9'd�pFh min. g'�'�'4�,�: y 0 p [r' l'1 � erlly NLlch SlveddeG Gypress hLlch.3'mnmum tl'JSI�d iwa.swtro v � � �"' _ . .:s � ioy.�an�a�a,e o-am�rKr �afs� . :�o �: SHEET e A�i ianaxapea o-aas alwli be i,rlga[ed nith m undergoune.aucomaue irrlganon aystem o io• �o' r..•�.>>y c os.o s �� L1.1 • SGALE: I" = 20'- O" - o:\oi��n�o.a�aem.a.q moa:e�d ey qw o� vec 13, 2006-4:09pm _ f � Page �� of � _ _..------------------------------------------------- -----�---------, LOT 3— LANDSGAPE REQUIREM�NTS m � _ � __.._._.-------------.� - - m� ---- � o �_ „x � _---_-.�.__-��..___.....--____...__....- \- REQUIRED PRQVIDED -�t� _ -- ' o � � 4 fNTERIOR LANDSGAPING� �o ; �a �� A minlmum of ten(10)percent of gross parking Is the 17,3'78 s.f. IB,95H s.f. C��o GRAPEVINE MILLS PARKWAY (FM 2499} g�Q=3,gro�nd�o�a�.P��,t.gh��ond trees. ^ _��o F' , Groes parking area equal I"13,'IH3 + - -- ---� --_ -.. -- . -..,,�,\ �:--_..._....._......�...�.. _ , � . ;9�' """-'�--�..-,- �^_.` —^, � _- Thara eha11 be a miromum of one(U trea plantad for 43 treas 43 trees � ir --. o ,. ''----�`.<�,. . I n . ._. ��-- ----.--�s��. - � �� i .,.. ..-`� \ ��J % � _ �� the eof ofhrsciui�d�terio�rul�a dscape prea�t� , _ .._'_._, ._..___--__.__'_ "__..-_. ^� . � _ . ..._.__..-_._..__... ' , _ _ � � C � '� _'_.__""'._"'_ ___-__ _'�'_'' '_' _"__� �\ � � ; • �', PERIMETER LANDSGAPING Plan Ncrth Plan North � � ��`��? . �� i ! Landscapa b�Ffer treas adjacent to RO.W and 6 Traee 6 Traes � � � � �` \ � I�� abutting propartlas.Treas preferred are trass �� - \ � � � comnon to this area of Texae and shall have Plan East Plan East . �\ i I i averaye epread of crown of greater than flfteen 10 Trees 10 Trees . '� , �� . i f I (I5)feet at maturity.Mfnumum oP thrse caliperinches P)an iNest Plan Wast � � : , when measurad sfx above ground.Rac�olres one(U 3 Traes 3 Traee ,sNpSr„_ �� i � i � i i�� tree per aach Aifly(50)Iineal faet of fraction Plan South Pion South F ' � thereoF of parimater area.Maxlmum height Por II Trees II Trses ��tHV lky � . � I ; ; ; j screenl�g hedges or sMubs Is 3Pk . F �'i �i I i i . . . . 1� � ; ' i � I I ! TOTAL SITE AREA� In ptl non-residenllal zonlnc� Total Site� 2oib6�s.t. r,q �zz'r �Q" �� i � � � � dlstNCts,q minlmum of flfteen(IS)peresnt of the total � i � � ; site area ehall be devotad to Peatura landscaping wi[h �F OF� 1,� � ' I5%re virsd P�ovlded: � �; � I � i not less than Fiity(so)percent oF the land�coping 0. z � � � � baing lacated in the rocl�fred Pront yard. '��s.F. 41b42 s.f. � . ;�� `E-r i�e:,�._ , � i + � reqyired � �__�_ �� c�.c�vt-z�aom �+� ` � ; ' ' NON-VEHIGULAR OPEN SPAGF. the Follawing � � �. s�,{�� F� � °- ---?R,i..,�^--- - _��rr,—�-- � � � �� reoplrements.Tree rallo per Non-vahlcular Open 9 Treas 4 Trees � �i ^•�: w � �. C _ "4 ^�+'�'i.' -- ' ' - - ,� �, 1 C , f Spaca. If ovsr 50 percent provide I Tree �. �.� r4. .. ti a LL� i �'��5��*��: per/4,000 sc�.ft.Total O ert Vehicular ace = .�. ' r { P `�P ., , .. "-. _ ,�'r :^ - . ?,_ ..� � _ . . . .,. . ,.... �.:. _ � � � � ,+``�. � � , � . �• _.. , �' . . . :. �. . . .�. �....�''"-'� _� ] _..",� ,.�'�� Zj\ ` 131p65 s.f. Total Non-Vehlcular Open apace= , � � i a � r "` 35p90 s.f. Q ------ � i�. d ,E�r :s :��r°:r. ��.�x'i rn\ �{ � � /�. Z f i ' ti!x' � � Z� t l; i � � ' ; �j � r= '` l � LOT 2f�— L,4NDSG�4PE REQUIREMENTS � ; ,,. ,� r � , , o a I t � v <^-,;;_:�..� _�; , � I ! � REQUIRED PROVIDED Q F" � I I i ��%� � •;�;':" �,"��' t�� W 1 � INTERIOR LANDr.�GAPING � ..1 W I � `c - �''`t <<�` �� I � II ! 9rass,gro�decover)p antsh�be and�ytn9 ts the 3.700 s.f. 'f,416 e.f J V ;•:'i�., J •�'`�' Gross a�kin area a �al 37 00 'Z ; , Y;:=. � � i �,rn I ` P g a p O � �*�1 C � i Thero shall be a min�mum of one(U[ree planted Por q traes 9 trees � " -� � �, ' ax h Fo�r hundred(400)sc��are Past or fraction W V :: ' � ?ro.s^d ' ��3' t� t � t h s r e o P�o P r e Q u l r a d I n t e r i o r l a n d x a p e a r e a. � � �� O �� I 14ESas` . �'f • • ; .� �b>��i'�'� �RIMFTFR LANJSGAPIN�� Plan North Plqn Nprth � �I ;; ` � _ . f,_ ,s Landec a pe b�PPer treea ad)acant!o R.O1N and 4 Trees 4 Trees . 4.�_ r . t!� t : '�,�_s y��" z abutttng propert�ea.Trees prePerred ara G-ee9 -� "�"' Plai East Plan East ` " I � - � �� " ' �i O comrron to thte area of Texas arid ehall hove i � �( -1--L �� , i I � qvarqge spread of crown oP greatar than PlFteen 6 T�eas 6 Tress . v � O� $�� i � (IS)feat at mqturity.Minumom of three callper Inches Plan West Plan West . �= �•�g� i � '� when meaeurad six above gro�nd.Requiras one fl) b Trees b Trees � ! � = tree par oach FiPty(50)Ilneai feet oF fraction Plan Sooth i i'-"� � � '�:�:. � '� I„:,:..; Ghereof oF perimatar area.Mqxlmum Aeight For P4 7reeu� 4 Treas - Q �� -� k �� screenlr�hedges or shrubs is 3ft. v . � . � .� 1.. • n' , r �, ':�'{.,''' _ , 4.� �-.�I �1.� ^ --( � I i �';�-. � ._ �� ;,� � � INTERIOR LAND�'�GAPIN6� In all non-resldential zoning Z W i� � i . �-�i: �� ; � i dletNcts,a minimum ot FlPtaen(IS)peroent oP the total Total slto: Total slte: m �- �� / K � .,j I � elke area shall be davoted to feature landscapin9 wlth 10,044s.f. 12,OSOe.F. > � � , not Isss than PIFty(50)percent oP tha Iandscaping Y (y� I� �� F -,�,- F .�� .�� ` being located in tho requirad Front yard.Slte=66,960 �., ` � � ; i e L ;� � � ;, 4�?�, '- �� ._ �;� � 3 � , r � �� :i a � �� Total Front yp�d:20,qH"Is.f.SOAS of landecape Front yqrd: Front yard: O O Q r .yry t � � �1 . + re uired tn{ront ard 5,022 m J � Z �Z � .�y�� _ l f 7 � ,'� a 9 s.f. 6,4009.L � , ' ' „;, :- ; : �,. ;� � � ;;:� i � I op C7 . � a�R�;=�� ' '• � ��'. I ��i::;.:' 1 ' 1 '� NON-VEHIGULAR OPEN SPAGE�Tree ratlo pa� N O . �°�"�� ly �� t � � ` Non-vehlcular Open Spaca. If ovar 50 percent I v � � . - ��`�,� ,� '� � provlde I Troe per/4p00 e c l.tt.Total O pen 2 Tr e e e 2 T r c e s N � ' p - soi».,rw ;ac.�o �� Vahicolar Space=3'Ip00 s.f. Totaf a O , ;i� � i � j � y '� � ! I Non-Yehicular Opan space=8568.�s.f. �J � . I t � � � V j i i � i Q 'Q �'� T� 'Q � '4 .'ii.', 4 � .��xav I I � O �Z ii � � � . , - - - - - - � � a I i �lf--a _ � � �,.'. �.i.• �.� � � i � �' , � � •: ,, i � '� PL�NT LEGEND V OC �� ( r�� I i CASE NAME: LA-Z-BOY a � � �r . i � � . CASE NUMBER: CU06-o3 L ,�p � y�� ! ' .,,� ` 3"MIN.GAL.OVERSTORY TREE LOCATION: 3450 GRAPEVINE MILLS PARKWAY r � t I ,r' "� ��" �' I � , LOTS 2R & 3, GRAPEVINE VINEYARD ' � Retail l�..�t.,c:::, . � 22.t25at t �� ! �� I +� 1 i � T� � �. j i' `! O 8'MIN.HT.ORNAMENTAL TREE � f° �� I '"::`.;'��:�.�:' MAYOR M . S� N � . c �-�;.J onre: o � ,;. �, , x .r.,.;�, 2,4 � o ---�� ' `�'� NOT�: Tree locationa and = � � t PLANNING ANQ ZONWG COMMISSION �x�*�?4` p p �.� , ; ' ct�antities are sub)ect to change � �� due to Lot 2R 8 3 Pian CFiHIRMAN ��,�, T =- -'��-- -- - - - - ; � .. � � -., { �� finalization. onre „�.�,_�;�� m m o _.'.'_" � _ ' ' � ' � 1 \\ a P �RCHIfECIS � opT o Z . _ ' ,t:.'. __ ' c u ,:�;., i � c ,,�,. - NQLS 0 ei �:::," SH F rn _v, ��_:.t��_ �� 3°0�'`�9�'�.,� EET m � __----t � s.. _ __ � w .._ _'.:i.�;�� _ -� .._ _ -� -- ____ _ 3 u 4 0 � O m O O Y/ � � `�f I �'.C�r'� N o 0 V i� a� � ,,. ,,..,.,,y E wro.v�� ! I , APPROVAL DOES NOT AUTHOR2E ANY WORK � i IN CONFIICT WITH ANY CODES OR �r�.�"" � �� I f ORDINANCES. g��"°',.'. °° SHEET I i � o so• �a� eo• iao• .., s.o u � � i _ DEPARTMEN7 OF DEVELAPMENT SERVICES �/'�■� . : SGALE: I" - 40'- O" � O:\Oti\ll\Orq\Ord02.dwq moEilied by qw on feb 13, 2006-4:09pm f