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HomeMy WebLinkAboutItem 07 - CU00-68 KinkosCSM 0- 7, 040 / v TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER, H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICE0h MEETING DATE: SUBJECT: r---1 I I F_ ------------ �— Grapevine Lake °ye --A C 1 I Hall -Johnson L, I T---- DFW � `\Airport ,so DECEMBER 19, 2000 DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION C000-68 1 � I 1 APPLICANT: i Erik Mays of Mays & Company I. H.1635 PROPERTY LOCATION AND SIZE: The subject property is located 2305 East Grapevine Mills Circle and is platted as Lot 4, Block 4, Grapevine Mills Addition, Phase 1. The addition contains 1.102 acres (47,984 square feet) and has approximately 232 feet of frontage along East Grapevine Mills Circle, 116 feet of frontage along Gridiron Way, and 218 feet of frontage along State Highway 26. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a Conditional Use Permit to amend the previously approved site plan of C000-21 (Ord. 00-83) for a planned commercial center in excess of 1,000,000 square feet of aross leasable area specifically to allow the development of a business service reproduction computer communication and conference center oriented business The applicant proposes the development of a 6,600 square foot building (Kinko's) that will be located at the northeast corner of Gridiron Way and State Highway 26. \ZCU\CU00-68.4 1 December 11, 2000 (11:03AM) Irt r4 0 9 C: CO m 0 0 5-MOON00 0 05'> 0 cl) r3.r 3 0 (D R 3 cn -0 w r .< : . z g o 2 3 e, 0 aCD CD 0 w a 3 3 rn �n0��ro�0 U) (D 0 T 5-0 0 o !� a. =r CD F) C'D co co oo (n . �4 a) - < (0 =- 0 a a -0 CD (D 0 -0 0-4 U) CD 0 Co N ESIL 0 0 0 0-0 CD 0 0 a (n CL (D CO =3 0 CL :;% ?U) CD =r M 0 * cnm C= L 05 ce-D 3 a) m L 0 a- . co,< W CD -0 ZNZCD p (0 3 0 ,4 CD 0W m Q1m 0 N 3 CCO Cr00MUEQjV 0) co r -l- w cn 2) 2) CD < 0 = 0 3 --0 0 0- ccnn cu " 3 CD 0 m 0 3 0 -Oa r O 0 -0 cn CD In 4 Cn W 0 =r q 0 m 0 cr cn 0 -x cin 0-00 00 CD 0 0 CD a OaEi5•63m@�m Cl. o CD — CL < o u CD 0 CL 0 0- 0 G) 0 0 0 0 0 3 CO 0 3 — O. a' CD ;`r =L 0 3 o, < o- Rf- (D CL = CD < w 0 -, 0) r.,, r... * M `J= 0 a- = =T W CD CL CD 'r' CD CD CD X 5,189 *'0, 8 =,r2E@ 08008 Tooci 1 9 2 j T 0. q CD C=,r '-04 -W6 0 0 03 0 n= 0 m ID 5- '2� 3. �-n cf) 7' (D E 0 !;- -;4 CD -;4 0 0 N) M '* 0 !� oro, 0 0 Mz L Q a i5, @ (D 11 a n !� -8 :3 a 0 CD (D c '3 CL 0 I-+. 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CD CO cn CD* -0 0 CD C: < @ 0 cD 3 2) o W — CD = -*- 0 cn 0 3 CL (n 0 < 0 o CD = Cr Cr n m Z :3 CD C2. rO-" (D Oft CD 0 m cn 0 -n 0 K 0 a n a. 0 In Q O 0 0 0 a 1) 3 N N rt- rt - U rn N In m M Ali IU m ►ftol'-mORI1mpy.Al GO OUT PARCFI SITFS (1 57R R79 CF TnT-AI 1 LOT 1, BLOCK 3 70,047 SF 1 7,036 SF 10.04X UNLIMITED 49,236 SF 13,775 SF (19.7%) 56,272 SF 96 SPACES 111 SPACES MICHAELS, LOT 1, BLOCK 2 110,581 SF 26,742 SF 24.18% UNLIMITED 66,104 SF 17,735 SF (16.0%) 92,846 SF - 139 SPACES 139 SPACES DISCOUNT TIRE, LOT 1, BLOCK 4 37,346 SF 7,700 SF 20.629 50 FT, 20,170 SF 9,476 SF (25.47.) 27,870 SF - 19 SPACES 27 SPACES ROOMS TO GO, LOT 2, BLOCK 2 184,171 SF 39,870 SF 21.659 25'-8" 86,876 SF 57,425 SF (31.27) _72-6,7467 - 205 SPACES 208 SPACES CHICK-FIL-A, LOT 1, BLOCK 5 53,769 SF 3,822 SF 7.iiX 25 FT. 31,337 SF 18,610 SF (34.67.) 35,1.59 SF - 37 SPACES 47 SPACES PRIMACARE, LOT 2, BLOCK 4 23,598 SF 3,855 SF 16.30% 25 FT. 13,014 SF 6,729 SF (28.5%) 16,869 SF 25 SPACES 25 SPACES COZYMECS, LOT 3, BLOCK 2 77,955 SF 9,429 SF 12.10% 30 FT. 49,461 SF 19,065 SF (24.5%) 58,890 SF - 126 SPACES 126 SPACES MASON JAR/MJ'S, LOT 3. BLOCK 2 85,135 SF 10,345 SF 12.15% ?? FT. 56,413 SF 15,275 SF (17.9%) 69,858 SF - 126 SPACES 147 SPACES BLACK-EYED PEA, LOT 3, BLOCK 4 53,676SF 5 ,909 SF 11.01% 21'-11" 33,071 SF 12,054 SF (22.5%) 3$980 SF - 66 SPACES 68 SPACES AMERISUITES, LOT 1, BLOCK 6 108,488 SF 13,551 SF 72.49% 69'-8" 58,322 SF 36,615 SF (33.8%) 71,873 SF - 126 SPACES 130 SPACES BENNIGAN'S, LOT 3, BLOCK 5 62,465 SF 7,189 SF 11.51% ?? FT. 39,870 SF 15,405 SF (24.66%) 47,060 SF - 97 SPACES 101 SPACES TRAIL DUST STEAK HOUSE, LOT 1R, BLOCK 3 104,239 SF 14,604 SF 74.01% ?? FT. 67,248 SF 22,387 SF (21.48%) 81,852 SF - 132 SPACES 159 SPACES HAWTHORN SUITES, LOT 2, BLOCK 6 119,355 SF 22,962 SF 19.249 ?? FT. 45,101 SF 46,772 SF (39.19%) 68,063 SF - 128 SPACES 128 SPACES SPRINGHILL SUITES, LOT 3, BLOCK 6 108,625 SF 15,595 SF 14.369 ?? FT. 52,692 SF 4Q•338 -SF(-37 14') 55,933 SF - __Tl4 SPACES 114 SPACES STEAK -n -SHAKE, LOT 4, BLOCK 5 54,791 SF 31880 SF 7.08% 20.4 FT. 33,827 SF 17,084 SF (31.18%) 37,707 SF - 45 SPACES 54 SPACES KINKO'S, LOT 4, BLOCK 4 47,899 SF 6,600 SF 13.78% 24'-4" 20,522 SF 25,571 SF(53.387) 27,122 SF - 42 SPACES38 SPACES 61:i:!•i.!C•-4>•�1y: u:�i '.)♦t♦. l�tltllt{� \7.1• �?�!':•x•: �iS:Vii!'...[ -�E 1F: k k ,• l� M �. tt�<a�e•.+x?iich9i�.S!it[ ..csu� •: �M�•� t±l�iLdiiiGStiiC. i�:[� 1`S•J�:lSCSi td1• i L"xi•;• iL:LI� iN r 1� �:[21. L' li 1 �i _i•:3:1t• S� �!e'S•iilJ!.. ii,t {iii:r:•e: li�1�Irut i� t�i,13i•ii{�'iiCs %i �:I:l:•Ztr•ti�36!v:r �Iii7Y.CiiIFF' 470.64' i 2TIb'26• E _ b �� raa as v lozs SPACE5 1622 SPACES """ -" ', ZONING CASE HISTORY CU95-36 (ORD. NUMBER 96-051 SUg7_04 (DIRE, NUMBER 97-10) ESTABLISH A PLANNED LEASABLE. CENTER OVER 1,000,000 SPECIAL USE REQUEST FOR SKILL -ORIENTED GAMES IN SQUARE FEET OF GROSS LEASABLE AREA. EXCESS OF EIGHT MACHINES AND TWO BILLIARD TABLES. ADDENDUM 96-01 (RESOLUTION NUMBER 96-34) APPROVAL OF EIGHT (8) PUBLIC ENTRYWAY ELEVATIONS FOR CU97-06 (ORD. NUMBER 97-11) GRAPEVINE MILLS MALL AMEND THE SITE LAYOUT (AMC THEATER) CU96-26 ORD. NUMBER 96-79)W87-13 (ORD. NUMBER 97-28 AMEND THE SITE LAYOUT. CONDITIONAL USE REQUEST (TIE AMERICAN WILDERNESS CU97-05 (ORD. NUMBER 97-09) EXPERIENCE) FOR ALCOHOLIC 13EVERAGE SALES TO INCLUDE CONDITIONAL USE REQUEST (SECA GAMEWORKS) FOR BEER, VANE, AND MIXED BEVERAGES. ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, NINE, AND MIXED BEVERAGES. Z T L NOOK RI 1IN,° ° M N \$' (OT's\ ?... \ PEA' Lai _.,...._. b - S'h SOCK) LOT J, w TRAIL 0(kDLu_ 2 OT 0 ; - - '•+ �� CASE NAME: MOLLS CORP./ CASE NNE: IMUS WPP./ STEAK-SHAKEKRkXOS CASE WMBER a=47 CASE NUMBER M-0LOCATION: LOCAIXIN: GRAPEVINE MALS GRAPEVINE MALS 2205 E GRAPEVINE MILLS CRIME 2305 E ORAPENNE ANUS DIRGE LOT 4, BLOCK 5 GRAPEVINE MALS LOT {, BLOCK 4 MAPE'VNMILS ADDIt10N, PHASE 1 ADDITION, PHASE i MAYOR SECRETARY DATE POMNING AND Z"IOG WMMISION 04"M DATE BEET: OF APPROVAL DOES NOT AUTH=ZE ANY WORK W WNFUCT�W NMS CODES OR DEPARTMENT OF DE\ELOPMBIT SERVICES QUSEv C11L 3 MJF tJE �1� 'MICHAEiS R641iS TO G rlou 1 s Soa�� LOT BLOCK 2 ZONING CASE HISTORY CU97-18 (CRD. NUMBER 97-40) CONDITIONAL USE REQUEST (RAINFOREST CAFE) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, VANE, ANO MIXED BEVERAGES. CU97-25 (ORO. NUMBER 97-57) CONDITIONAL USE REQUEST (TRES HOMBRES) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, NINE, AND MIXED BEVERAGES. CU97-29 (ORD. NUMBER 97-55) CONDITIONAL USE REQUEST FOR MALL SIGNAGE AND AN 80 FOOT ENTERTAINMENT GLOBE (ORD. NUMBER 97-61) CU 7-36 AMEND (THE SITE LAYOUT (MD. NUMBER ICHAELS). CU97-39 (ORD. NUMBER 97-89) CONDITIONAL USE REQUEST TO AMEND THE LANCSCAPING PLAN AND PROVIDE FOR THREE 50 FOOT, AND TWO 40 FOOT OUTPARCEL SIGNS. CU97-40 (ORO, NUMBER 97-90) CONDITIONAL USE REQUEST (CHILI'S TOO) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, NINE, AND MIXED BEVERAGES. CU97-41 (ORD. NUMBER 97-91) CONDITIONAL USE REQUEST (DICK CLARK RESTAURANTS) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, WINE. AND MIXED BEVERAGES. CU97-42 (ORD. NUM80 97-92) AMEND THE SITE LAYOUT (DISCOUNT TIRE). CU97-62 (ORD. NUMBER 97-128) CONDITIONAL USE REQUEST (ROOMS TO 00) TO AMEND THE SITE LAYOUT (PHASE 1). CU97-63 (ORD. NUMBER 97-129) CONDITIONAL USE REQUEST (CHICK-FIL-A) TO AMEND THE SITE LAYOUT (PHASE 1). CONDITIONAL USE REQUEST (BAXTER'S AFICIONADO COLLECTIONS) FOR OFF -PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (NINE ONLY, PHASE 1). CU97-68 (ORO. NUMBER 97-147) CONDITIONAL USE REQUEST (PRIMACARE) TO AMEND THE SITE LAYOUT (PHASE 1). CU97-75 (ORD. NUMBER 98-10) AMEND THE MALL SIGNANGE PLAN FOR OUT -PARCEL TENANT WALL SIGNS (PHASE 1). CU97-76 (ORD. NUMBER SILT ) CONDITIONAL USE REQUEST (COZYMEL'S) TO AMEND THE SITE LAYOUT (PHASE 1), CU97-77 (ORD. NUMBER 98-12) AMEND THE FLOOR PLAN FOR ALCOHOL BEVERAGE SALES AT SECA GAMEWORKS (PHASE 1). t , t t 1 : \-�..,.. ... .. ", w '. .• .... ....... .. ........._... ..... r , - ..... S_01'46'42-* E5497" .. _ .. PARKWiLY NOTES: .. 2498 A CONDITIONAL USE REQUEST IS A REQUEST TO REVISE THE OO -21 ( APPROVED SITE PLAN OF X000 -2T (ORD. 000 FOR A PLANNED C. ALL PARKING SPACES HAVE A WNIMUM 1ADTH OF 9' AND MINIMUM F. PROPOSED SURFACE AND SURFACE DRAINAGE FACILITIES COMMERCIAL CENTER IN EXCESS OF 1,000,000 SQUARE FEET OF GROSS SQ WIDTH OF 9' AND MINIMUM LENGTH OF 18'. SHOWN ON PRELIMINARY GRADING AND DRAINAGE PLAN. LEASABLE SPACE ALLY TO ALLOW THE DEVELOPMENT OFA DRIVE-THROUGH RESTAURESTAUR ANT. D. HANDICAP PARKING SHALL BE DESIGNATED ACCORDING TO THE G. DIMENSIONS ARE SHOWN FROM FACE TO FACE GRAPEVINE CODE OF ORDINANCES, CHAPTER 23, SECTION OF CURB. B. CONDITIONAL USE REQUEST CUOO-68 IS A REQUEST TO REVISE THE (ORD. 000 FOR APPROVED SITE PIAN OF (CESS PLANNEDCOMME 23.64 - 23.69. H. ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL CENTER O EXCESS OF 1,000,000 SQUARE FEET OF GROSS SQ AREA E EXISTING SURFACE AND SURFACE DRAINAGE EROSION CONTROL FINANCE SHALL BE MET DURING THE PERIOD LEASABLE S CI LEASABLE SPACE SPECIFICALLY TO ALLOW THE DEVELOPMENT OF A BUSINESS FACILITIES SHOWN ON EXISTING TOPOGRAPHY PIAN. OF CONSTRUCTION. SERVICE. REPRODUCTION, COMPUTER COMMUNICATION AND CONFERENCE CENTER ORIENTATED BUSINESS. ZONING CASE HISTORY J98-03 (ORD. NUMBER 98-17) AMEND THE FLOOR PLAN FOR ALCOHOL BEVERAGE SALES AT DICK CLARK RESTAURANTS (PHASE 1). J98-07 (ORD. NUMBER 98-40) AMEND THE FLOOR PIAN FOR ALCOHOL BEVERAGE SALES AT CORNER BAKERY, R-1 (PHASE 1). J98-21 (ORD. NUMBER 98-74) AMEND THE FLOOR PLAN FOR ALCOHOL BEVERAGE SALES AT AMERICAN WILDERNESS (PHASE 1). J98-47 (ORD. NUMBER 98-116) AMEND THE FLOOR PLAN AT COZYMETS (PHASE 1) J98-48 (ORD. NUMBER 98-117) CONDITIONAL USE REQUEST (MASON JAR/MJ'S CHOP HOUSE) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, NINE, N (AMC THEATER) TO INCLUDE EXISTING TICKET BOOTHS GAMEWORKS) TO INCLUDE BEER, WINE, CU98-78 (ORD. NUMBER 99-16) CONDITIONAL USE REQUEST AMERICAN WILDERNESS) FOR ALCOHOLIC BEVERAGE SAXES TO INCLUDE BEER, VANE, AND MIXED BEVERAGES (PHASE ). CU95-79 (ORD. NUMBER 99-17)) CONDITIONAL USE REQUEST (SEGA GAMEWORKS) FOR INSTALLATION OF SALE COUNTER, CAME SOFTWARE SALES DISPLAY AND ONE PAIR OF ADDITIONAL DOORS. CU99-12 (ORD. NUMBER99-48) CONDITIONAL USE REQUEST (IGUANA AMERAMEX) TO AMEND THE SITE LAYOUT. CU99-/7 (ORD. NUMBER :99-61) CONDITIONAL USE REQUEST (JEKYLL AND HYDE) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, WINE, AND MIXED BEVERAGES (PHASE 1). CU99-41 (ORO. NUMBER 99-109) CONDITIONAL USE REQUEST (BENNIGAN'S) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, WINE, AND MIXED BEVERAGES PHASE 1). CU99-60 (ORD. NUMBER 99-163) CONDITIONAL USE REQUEST (ANCHOR A) TO AMEND 114E SITE LAYOUT. CU99-61 (ORD. NUMBER 99-164) CONDITIONAL USE REQUEST (ROOMS -TO -00) TO AMEND THE SITE LAYOUT. CU99-62 (ORD. NUMBER 99-165) CONDITIONAL USE REQUEST (TRAIL DUST STEAK HOUSE) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER, WINE, AND MIXED BEVERAGF.3 (PHASE 1). W99-71 (ORD. NUMBER 99-178) C000-21 (ORD. NUMBER. 00-83) CONDITIONAL USE REQUEST (SPRINGHILL SUITES) CUOD-67 (ORD. NUMBER DO - CONDITIONAL USE REQUEST STEAK -n -SHAKE) TO AMEND THE SITE LAYOUT. CUOO-68 (ORD. NUMBER 00- ) CORPORATION Haomw Blrwy a avh" p - E= It'll"fik'" 1 1 MASTER SITE PLAN s� tszoo' ooeK 11-0-96 I Wi 12-07-00 GRAPEVINE,,MILLS CIRCLEIti I CONDITIONAL USE REQUEST 0000-68 19 A REQUEST TO REVISE THE GEti'ERAL NOTES °C ? Z APPROVED SITE PLAN OF CUOO-21 (ORD, 00-83) FOR A PLANNED ' COMMERCIAL CENTER IN EXCESS OF I, 000,000 SQUARE FEET OF GROSS N LEASABLE SPACE SPECIFICALLY TO ALLOW THE DEVELOPMENT OF A I. WHEN CONSTRUCTION ABUTS DATING STRU67URE5, IMPROVEMENTS THAT W 8L r. m R _ COMPUTER SERVICE, REPRODUCTION, CO�TER COMMUNICATION AND OCCURS ON ADJACENT PROPERTY MIMING CONNECTION WITH UTILITY MAINS 45 = 45.50 `.. i CONFERENCE (ENTER ORIENTED BUSINESS. AMI CITY STREETS, THE CONTRACTOR MILL TE RESPONSIBLE FOR Q a A = ° 53 '01' _. _ ELECTRICAL ' ,.'` * TRANSFORMERS o. W/CONC. PADS COMPUTATIONS ALL CD)RDINARON, PROTECTION AND REPAIR OF THE E76STNG ET£YEM, ANY DAMAGED AREAS CAUSED BY CONSTRUCTION NJ REMOVED AND REPLACED TO MEET THEIR ORIGINAL Z � �-$ te CH = NO2°42'22' W CL = 40.97 -^ -- — _ a• ,- N 42° 14'24' E 232.14' I - - .-�-.._ __. :.::. 1... ...::i .-__._.-- - I _ CONC. WALK -..... - s -- __ -iw-_- �, .�..^ _ _ _ . ( c "�'— — o,F BUILDING RflORL CAE STORY 24'-4' MAX" FEXHT CTOWER ENTRY TOTAL BONNC AREA 8,800 SF• 70TAL LOT AREA 47,984 SF. OR 1.102 ACS OUAUTY. OBTAIN ALL PERMITS, REQUIREDW CITY TIONS PROTECTION AE700 WMNN6 FOR�YB'/CIILMDAND NPEDESiPoNI TRAFFIC WiQ1 WORKINGR. CONTRACTOR TOPRECAUTIONr EARA ETC.TO PROTECT PEIRSCH EL, ADJACENT PROPERTIES AND WORK N PROGRESS m O1 Iii Zisr li W 4K O FLOOR AREA RAT)O: O14 TOTAL IMPERNOUS N¢k 20.522 S.F.EXCLUDING AUILDNG ( ) 2 ALL BUILDING AND SITE DEBM RUBBISH, AND OTHER MATEPoN.S ��t W TOTAL OPER :PACE (LANDSCAPE A(RFAk ?5,571 SF. REMA.TNG FROM CONSTRUCTION SHALL BE LEGALLY TRANSPORTED AND LEGALLY DISPOSED OF OFF SITE THE PROJECT SINE. e'i w 5. cc 5/8INCHRF .. y....- , .' _ TOTAL PARKING SECURED 08 SPATES TOTAL P/ROMG FRONDED 41 BE KEPT I N A CLEAN AND SAFE STATE AT ALL TIMES a S3 Q W yI - SPACES 3. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING CDHSTRUCIN, COMPLY WITH ALL APPLICABLE \ \ r 0' \ \ BUILDING SEMA l -i 73'-4' Z .-. 0& < Ak i I ® `-.'• ° ) ^. - `� 9 —� "--- I I \ D AINAGE EASEMENT GRA s CONDUITS TY .,l I REGULATORS, CWS. AND ORDINANCES CONCERNING REMOVAL, HANDLING, AND PROTECTION AGAINST DOPOSURE OR ENVIORMENT POLLUTION. 4. R M14G OF DEBRIS AND MATE14AL IS NOT PERMITTED ON SITE 5. IT IS THE RESPONSIBILITY OF EACH ODDER TO NST THE SITE ANO BECOME AWARE OF EASTNQ CONDITIONS TAS INCLUDES DETERMINING AVAILABLE WATER PRESSLIE REWRED FOR CALCULAIIONS OF THE FIRE 3 ad W a � W Z �.--- 4y 25' MtrTUNJJ accEss_,,.';-� SBEOET'iWNEO. DURA GRACES WILL DE ALLOWED FOR COND7IONS M► W s;n EASEAaNT WSPRAIKLER HICH CAN w KINKO'S SiE PLAN NOTES ( I 4 7.5 (TCP r' L i >.1o2 acxEs —b 5'-O' e1-0 9 —BPO n� (47, 9 84 SQFT.) RI a NEW 4' WIDE WWTE STRIPING AS SHOWN (TYPICAL I EW PAWED NAPOKJW PARKING SPACE N ACCORDANCE W fH THE LOCAL GOVEANNG Q CODES AND ANA7 / CABG 41A.F1992 WITH . O 20 40 60 80 ZONED ' C—C' I e O Q P .. -•'� ; .1 C h{MC 'VITt COMMERCIAL' G �`..I. O 5 ( I CASE NAE, KiMKb'S vl: { '�' f.A m , j> �� PRIMA CARE Q I CASE NUBOt, OU CO-" NEW PAINTED HANDICAP SYFBD. AND WI -EEL STOP. REF, ALOE (� ^� ti 9 m i < i �I '- :...+ \' I LOCATION, 2306 E. GRAPEVINE HILLS CR. LOT 4. BLOCK 4 GRAPEVINE MILLS ADDITION PH. I Q NEW HANDICAP STRIPING REF, ALOE E A A s f4+ f \ r I I m �j� 8 �/ - ---� — ❑a NEW FIRE LASE sTRPNG PER CITY CODE Z' -` \ R DATE, a 4 THCK CONCRETE SIDEWNX WITH t6 PESAR AT 18' OC EACH WAY AM 6X6 WWF _CD, -_- PLANNING #q ZONING COMMISSION a NEW CONCRETE PAVING AS REOLAPED BY SOILS REPORT. REF, CIVIL D?A.WNGS'S PROJECT MANUAL { \� ca CHAIRIIW DAIE, HANDICAPPED PARKING SIGN. flff, AI.03 PROVIDE WALKWAY LEVEL WITH PARKING FOR ACCESS TO DELIVERY AREA AAD DUMPSTER, 2' IRS W 8 A• CAP 25 MUTUAL ACCESS 1MIEEI', i D`_!2 PEW LAFOSCAANG AREA. REF, LANDSCAPE EASDENT APPROVAL ES DOHOT AUTHORIZE ANY WORK 114 CONFLICT WITH ANY CODES CIVIL / LANDSCAPE DRAWINGS Q FASafAIIT ., 1 I I II h 1 OR ORDINANCES. DEPARTMENT DEVELOPMENT HEAVY DUTY CONCRETE OUIWSTER PAD. 8' THICK X WIDTH OF GATE OPENING. ❑-2 (THIS AREA OPLY) FEF, ALOS AND CIVIL PIANS fi Yi 0 4, 2Q'ILJ"I'( OF SERVICES STRIPPED DELIVERY / LOADING AREA TO MEET A.D.A., LOCA. GOVERNG CODE AND ` 1 ' < TENANT REOURDENTS FOR ACCESSBT' L. F_� 6' STEE1_ BOLLARDS, PANTED TO MATCH ACCENT CMJ N ,n---------+ TSP - - - - - - - - - - - i-�------------- /8'D OROOYES AT 2' ,. , . - - OC TDRURE AS SHOWN �= D EXISTING CONC. CURB AND wrTER TO BE REMOVED. Wil w X1FH 167 M`CH�rRF 4 21'01 W __�_�217.50` rCpT FLARE RAMP SIDES CO7C WALK _ LOCATION OF DUMPSTERS FOR TRASH AND RECYCLING (AS REQUIRED I REF, A1.09 W -----_ x•w<� - TSB---- ----'---- -- — Tien v ----------- - .-- -Quer rD --- -- --- - --------- _ — _ _--._ —" — — — `''0-- (1:10 SLOPE) NO SO(OTL AI.OS AT EACH PROOTIC SPACE ,o ETOSTNG VEGETATION TO REMAIN. 'Fjl M — ,m ,,. r c• �sr. so%wnrw — �G�- _ �: _ =th--- : — p PROVIDE ACCESSIBLE WAX TO TIE INTO EXISTING PUBLIC WALKWAY. INS"! A SIRAKIRT CONIC CURB Q (NOTE, SLOPES TO MEET ADA ACCESSBA.TTY CRITERIA) REF, CLVL CONIC RAMP TO HAVE CONTRASTING DOaURE k LIGHT REFLECTIVE VALUE 7 -MONUMENT SIGN WITH FLOOD LIGHTS `, perry w� FA1 A TO ADJACENT WALKWAY PER ADA, STATE AND ANS REOUIR007S I a', ELECTRICAL TRANSFORMERS WITH CONCRETE PADS _ ,` CONIC WHEEL STOP ONE PER SPACE FINISHED FLOOR ELEVATION 0.00' - DATUM ELEVATION IOD' -0O' ° BENCH MARKS ♦ T. ' X' CUT IN A CONCRETE WALK SOUTHWEST OF"` 'PRIMACARE' r .""_-, �"'_"" 4' ME 'METE PAINTED STRIPINGACCESSIBLE ROINE STRIPING TO BE AT � 20'-4' AND BEING 8't NORTHEASTERLY OF THE 45' AT IB' OC TERNINAT)ON OF THE WALK ALONG THE SOUTHERLY STATE HIGHWAY No. 26 Q CURBLINE OF GRAPEVINE MILLS CIRCLE, ALSO BEING PAINTED SIGN AT EACH DESGNAIED CALLED THE SOUTHWESTERLY CORNER OF HC PARKNGSPACE - REF: DTL A1.02 8'-5' "- 3'\E'. ' PRIMACARE' . ELEVATION = 548.78 < WAVY DUTY W PST'R PAD - ----8' OA STEEL 2. ' X' CUT IN CONCRETE PAVEMENT AT THE NOTE: REF 10 SIE NOTE: USE PAIRS h COLORS NOTE MAX CROSS SLOPE BEING CALLED T CORNER A ' ERLY CON . ALSO 'EMG CALLED THE SOUTHEASTERLY CORNER OF H.A1 FOR LOCA710N ONLY APPROVED FOR AND SHALL NOT EXCEED 1:50 N AM SZE OF SPACES INTENDED FOR PAVEMENT ANY DIRECTION AT HC PARKiRc BOL IROS PANTED • V ' F>RIMACARE' . FIEVATION = 551.00 *SPECIAL NOTE AAD FOR SPACES TO STRANG AP AVAPPLICATIONPAMNG PND AISES/RpJTES. RECEIVE VAN SIGN' �G' r �A z NOTE, CONTRACTOR TO RELOCATE BENCHMARKS BEFORE CONSTRUCTION BEGINS. DETAILS 02, 03, 04, 06, 08, 09. THE GENERAL NOTES AND PLAN 06 HANDICAP PARKING 3 6' 4'-0' 4'=0' 4'-0' 3'-6- E N� A m SITE SCALE: N.T.S. NOTES WERE PROVIDED BY D 8 E ARCHITECTS. N a a — METAL car FLASHING DUIIPSTER SHEEN WALL DUMPSTER BY OWN UMPSTER NOTE SIVMOL TO BE CENTERED ON WIDTH OF PARKING - SYMBOLS ARE RECT TO CONTRAST W YAMTE PANT 840CCROlIND WOIE ON BLUE OR NO. 10`,1090 Sof NT N FEDDI.AL SID. 5952) 0 i COAT (TCP.) 1 T 1'-8 ' INTERNATIONAL SYMBOL OF ACCESSIBILITY - BORDER 6 LETTERING IN WHITE ON BLUE BACKGROUND TOP ff CW R@FORCED CAO WALL RFF.TO STRUCTURE N 414 STEEL POST 414 STEEL 718E STRUCTURE FOR GATE Cp61RUC1FD METAL PANEL PAINTED BY OWNER ti ZrSTALL , r 12' x 18' - 16 GA. BOPOFRIZED STEEL SIGN (VERIFY SIZE a I ELEV. To IETTERNG W/ GOVERNING �c ws AUTHORITY). • PANT EXPOSED CMU y _ o T / �y jAhR e�mm ADDITONA• SIGN (12' It 6. 1 IWiO'O FOR VAN PARKING N LII b • SPACE (PROVIDE 21. U - TYPE FLANGED GALVANIZED V .ice C ygT;.•"'•"•:Y KIN/ STEEL SN5 POST SET N CONC. N NEW B' CMU WAIL s*'' �'R: i* G B -t][ R. �, TO A MN. DEPTH OF 3'-0' 12' x12' 1 36' MN. DEEP CONCRETE FooTiNG SEALANT AFD BACIffR ROD PaVN6. BOLLARDS PAL47M s i RONALD �- '}•"•i •'•""" •• M I '•..y);.B T y 777 I V.1) ) ) A -1w STAB �I A. _ MEIl. TYPr.AL FOR EA(}1 GAT HEAVY DUTY COPYRIC,FLT MD -2: SFE 9a A4, PN) YATFAW./RMSN SCHEDULELUST SHE T EDIT 02 HANDICAP SYMBOL NTS OJ HANDICAP SIGN SCALE: N.T.S. OKI- SECTION SCALE: N.T.S. 08 EAST ELEVATION -SCALE: Ai� UJ DUMPSTER PLAN SHEET NO. N.T.S. SCALE: N.T.S. 9 WALKWAY, MARKING, AND SIGNAGE NOTES 1. ALL PEDESTRIAN WALKWAYS UTUZED FOR DISABLED ACCESS ROUTE SHALL CONFORM TO LOCAL. STATE, AM FEDERAL RECREATIONS INCUDNG THE STATE OF TEXAS PROGRAM FOR TRE ELMNATION OF ARCHfTECTU AZ BNINER ' TEXAS ACCESSNLITY STAMAID6' RTAS) AND THE 'AMERICANS WITH DSMUTES ACT OF 1990' (ADA I. 2. THE CONTRACTOR SHALL OBTAIN AL REARED CRY PERMITS AND NOT" THE CITY PRIOR TO CONSTRUCTING PUBLIC SIDEWALKS. 3. UM.ESS REQUIRED OTHERWISE BY CITY REGULATIONS. ALL WALKWAYS MAL BE CONSTRUCTED OF MNMUM 3000 PSI CONCRETE AM A MN IUM COE14T CONTENT OF 5.0 SACKS PER CAR YAM. ALL SIDEWALKS SHALL EE REINFORCED WITH A WIN, MM OF MS BARN AT 24' CENTERS EA04 WAY LOCATED AT THE CENTER OF THE THICKNESS. THE STEEL SHALL BE PLACE ON CHAIN SUPPORTS BEFORE CONCRETE PLACEMENT. IFNECESSARY. MNG CONCRETE PLACEMENT. THE STEEL SNAIL BE FILLED UP TO INSURE THE PROPER LOCATION OF REINFORCEMENT. 4. WALKWAYS SHALL BE CONSTRUCTED TO THE LAE AND GRADE INDICATED ON THE PLANS OR THE TYPICAL LOCATIONS SHOWN ON THE PAVING PLANS N RELATION TO PROPOSED CURB. SEE PAVEMENT NOTE NI ABOVE. 6. PRIVATE SOEWALKS MAL BE CONSTRUCTED ON NATIVE MATERIALS. 00 NOT PLACE SAND UREA PRIVATE SIDEWALKS OR R4 DICAP RAMPS FOR LEVEL UP CORSE. PUBLIC SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO CITY DETAILS. 6. FORMS SET FOR SIDEWALKS MALL BE TRUE TO LIE AM GRADE AM SHALL PROVIDE A SLOPE OF 1/4' PER FOOT ACROSS TIE SIDEWALK UNLESS INDICATED OTHERWISE ON THE PLANS. FORM SWI. BE SET TO PROVIDE FOR A FULL 00" OF CONCRETE INDICATED ON THE PLANS AND FORS SCALL REMNN N PLACE A MNMIA OF 24 HOURS. UPON REMOVAL OF 71C FORM WON. THE IA CONTRACTOR SL IMMEDIATELY BACKFILL THE EDGES OF T14E WALK FOR A MINIMUM OF ORE FOOT I V 1 EACH SDE OF THE WALK. 7. 24'X3/4' DIA. ASPHALT COATED DOWELS WITH S'X 13/16' DOWEL SLEEVE L BE INSTALLED STALLED ON S' CORALONG LONG WITH REDWOOD EXPANSION BOARD AND SEALING COIPUD OAS PER STANDARD EXPANSION JOIN DETAIL MEET HANG PERIMETER OF WHEEZE CHAR RAID AND SIDEWALK. S. PROVIDE 15' MN. LAP BETWEEN RE OR CIS STEEL IN STREET AND CELFORCNG STEEL N WHEEL CUR RMP. 9. "MADE FOR WALKWAYS AB ITTNG CUSS. WITNR PARING ISLAND W-43 OR BETWEEN THE PARDO AREA AM BARBING, SHALL BE PLACED ON COMPACTED FILL OR FNM COMPACTED EXCAVATED (AME. WI. FILLS FOR SIDEWALKS S CO FORM TO THE SAME REQUIREMENTS AS CONTROLLED DENSITY FILLS N PARKNGAREAS WITH TIE COMPACTED MATERIA. EXTENDING A MAAM IS' BEND YOTHE WALKWAY. 10. DONT SEALING MATERIA. %ALL BE URLIZED N WALKWAY ARIAS BETWEEN THE PARKING AREA NO THE BUILDING FOR EXPANSION JOINS. THS INCLUDES WALKWAYS ABUTTING PERIMETER PARING N FRONT OF BUILDING. It. FOR WN"AYS a' N WIDTH OR LESS. GROOVED OR SAWED CONTRACTION JOINTS SFUU. NE MACE AT UNIFORM INTERVALS EDA. TO THE WIDTH OF TE SIDEWALK. ON WALKWAYS GREATEN THAN 6' N WIDTH CONTRACTION JOINTS SIAL BE SANDED. CONPFUCiION JOINTS ANAL ONLY BE SEALED WHERE CONCENTRATED RUNOFF OCCLNS N PARKING AREAS. ENTRANCES AND WALKWAYS AT TRE BASING. SEA, PARKING LOT CONCENTRATED RUNOFF AREAS SAME AS PARING PAVEMENT. i t 20. CONTRACTOR SAN. COORDINATE INSTALLATION OF ALL SONS, PAVEMENT MWRKNGS. AND OTHER TRAFFIC CONTROL DEVICES MTN OTHER CONTRACTORS ON THE SITE. 21. FRE LANE STRIPING WIDTH AM RAMS TO BE COORDINATED WITH FRE MARSAL. WWJE FIFE UNE 19 NOICATED ON PLANS. FRE LAZE S ANTICIPATED TO REQUIRE SOUS G' RED CONTNUOLB STRIPING ON DOTH SIDES a QNB RETURNS. THE WORDS, 'FRE LANE M PARKING' SHALL BE PARED ON MINIMUM 20 -FT. CENTERS WITH 4' WHITE LETTERS WITHIN SOLD RED STRIPE PER FIE CODE. PANT TYPE AM COLOR MALL BE APPROVED BY QTY TRAFFIC ENGINEER. TESTING L REFER TO PROJECT 6EOTECHAUL RECOME)"TON9 FOR FREQUENCY OF CONCRETE TESTING AND TEST METHODS. AL CONCRETE SHALL NE TESTED. IF TESTING IS MT ADDRESSED N GEOTECHNICAL, RECOMMENDATIONS ENDATONS PROVIDE AS PER KCTCOG ITEM 5.8.6. (C 1 AND ITEM 7.4.3. (RSB ). UTILITY NOTES I. ALL PIPE Le&'r S ARE HORIZONTAL DSTANCES AND ARE APPROXIMATE. 2. ALL WATER AND SANITARY SEWER BULKHEADS TO TERMINATE APPROXIMATELY 5 FEET OUTSIDE THE BUILDING LNI.ESS OTERWASE NOTED. THE END OF THESE SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARRED UNTL SUCH TIME AS CONNECTION S MADE INSIDE GILDING. 3. SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AM APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PPE AM FITTINGS SHALL BE INSPECTED BY THE WATER DEPARTMENT INSPECTOR PRIOR TO DENG COVERED. THE INSPECTOR MUST ALSO BE PRESENT DURING PRESSURE TESTING AND DISINFECTION OF MANN AND HIS SIGNATURE OF APPROVAL S REQUIRED. 4. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTLTTY, AFD THE CITY OF GRAPEVINE. S. TIE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY AUTHORITY FOR CONNECTION TO THE EXISTING MARS. 6. CONTRACTOR SHALL. ADJUST LOCATION OF PROPOSED WATER LIES AS REO RED TO AVOID CONFLICTS WITH STORM SEWER OR OTHER UTILITIES. 7. BASED ON SECTION 704.2 OF THE CURRENT EDITION OF THE STANDARD PLUMBING CODE, CLEANOUTS ARE REQUIRED AT A MAXIMUM SPACING OF 73 FEET ON UTILITY LEAD -NS TO BUILDING. CONTRACTOR TO PROVIDE CLEANWTS WITHIN 5 FEET OF BUILDING. 8. SHOULD LATENT SOI. CONDITIONS NECESSITATE. CONTRACTOR SHALL INSTALL SPECIAL SUPPORTS FOR PIPING AND/OR APPURTENANCES INCLUDIM THE REMOVAL OF LNSUTTABLE MATERIAL AM BAC)OFIWNG WITH GRAVEL OR OTHER MATERIAL. CONTRACTOR SHALL PERFORM ANY SUCH WORK AS DIRECTED BY THE CIVIL ENGINEER AND/OR SOLS ENGINEER AT NO ADDITIONAL COST TO THE OWNER. S. THE SITE UTILITY CONTRACTOR SHALL COOPERATE AM WORK WITH OTHER CONTRACTORS ON TIE SITE. 10. ALL MAN40LES OVER FIVE (5) FEET N DEPTH SWI. HAVE A STANDAR CONCENTRIC CONE. It. EXISTING UT)LITE'S AM UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR TIE UNITY LOCATIONS SHOWN. IT SHAT BE TIE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AM UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT AL FACILITES ENCOUNTERED, AM TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. TFC CONTRACTOR SHALL PRESERVE! AND PROTECT AL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGES BY THE CONTRACTOR TO EXISTING UTLUTES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. M. UTILITY LEAD-INS TO GM.DNG MALL NOT BE INSTALLED LNM BUILDING PLANS ARE COMPLETED AM LOCATIONS ESTABLISHED ON THE ARCHITECTURAL M.LMRNG PLANS. LEAD-INS MAY CHANGE PS' HORIZONTALLY AND 3' VEATCALLY PRIOR TO INSTALLATIONS AT M ADDITIONAL COST TO OWNER. LOCATION. Ste, AM INVERT ELEVATIONS OF SANITARY SEWER SHALL BE COORDINATED WITH THE APPROVED RUMM PLANS FOR THE BUILDING. 13. ALL TRENCHES SHALL BE CONSTRUCTED N ACCORDANCE WITH THE OCCLPAT04AL SAFETY AND HEALTH ACT OF 1970 AND THE STANDARDS THEREIN AND APPLICABLE STATE AND LOCAL REGULATIONS. CONTRACTOR SMALL PROVIDE TRENCH SAFETY PLANS DESIGNED AM SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 14. CONTRACTOR SHALL REFER TO SITE GEOTECHNICAL REPORT FOR KETALS ON COMPACTION. BACUFLL, PROOFROLLING AND TESTING. O. ALL CONSTRUCTION ON ALL PUBLIC SEWER a WATER SYSTEMS SHALL BE IN ACCORDANCE WITH CITY OF GiAM14E ' STANDARD SPECFKATONS FOR WATER a SEWER CCNSTRKTION.' NOTE, ALL REFERENCES TO 'CITY' SHALL MEAN • CITY OF GRAPEVINE' MYCR� womm DATE. PLANNING AM ZONING COMMISSION DATE, SHEET,I.-OF-10„ APPROVAL DOES NOT AIURKRfZE ANY WORK IN CONFLICT WITH ANY CODES OR CRD INANCES. DEPARTMENT OF CEOELOPMONT SERVICES GENERAL GRADING 8 DRAINAGE NOTES I. EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE FLANS NAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACLTIE9, THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. R SAL BE THE RESPONSAUTY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AM UNDERGROUND FACILITES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS H ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. AM TO NOTIFY THE ENGINEER PROMPTLY OF Nl- CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR BULL PRESERVE AM PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGES BY THE CONTRACTOR TO EXISTING UTLITES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. EXISTING TOPOGRAPHIC EFCRMATiON SHOWN ED IS BASON IN FETA SURVEY PREPARED BY W 8 A. (EXCLUDES EL BOW GRADE PUBLIC UTILITY LOCATIONS PROVIDED BY UTILITY COMPANY AS DESCRIBED ABOVE) 2. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAYFS N AREAS TO RECEIVE PAVEMENT AM TOP OF TCPSOL N AREAS TO BE SEEDED AM TOP OF RIP -OAP IN AREAS LINED WITH 6' ROCK. 3. AREAS OUTSIDE OF THE PARKING LOT P8*ETERS SHOWN TO BE SEEDED SHALL RECEIVE TOPSOL TO DEPTH NdCATED ON LANDSCAPE ARC34TECT PLIAS. THIS TOPSOIL TO BE PLACED AND LEVELED BY THE GRADING CONTRACTOR. 4. ROUGH GRADING ELEVATIONS SHALL BE AS FOLLOWS (.HESS OTHERWISE MTEOJ 3' BELOW FINISHED CONTOURS N SEEDED AREAS. 5' BELOW FINISHED CONTOURS N PAVED MEAS, AND ROCK RIP -RAP AREAS. 5. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AID ARE NOT TO BE USED TO LAYOUT FOOTINGS. S. GRADING CONTACTOR SHALL L NOT" AM COOPERATE WITH ALL UTUTY COMPANIES OR FIRMS HAVING FACILITES ON OR ADJACENT TO THE SITE BEFORE DIST.RBN6, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING; TO SAD FACILITIES. CONTRACTOR SHALL PAY AL COSTS N CONNECTION WITH TW ALTERATION OF OR RELOCATION OF THE (TE FACLS. CONTRACTOR SHALL. RAUSE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MAT04 FINISHED GRADES IN CONFORMANCE WITH CRY STANDARDS. 7. GRADING CONTRACTOR SHALL COOPERATE AID WOW WITH ALL OTI£R CONTRACTORS PSWOiMNG WORK ON THIS PROJECT TO INSURE PROPER AND TMELY COMPLETION OF THS PROJECT, S. TIE GRADING CONTRACTOR SHALL USE WHATEVER MEAGIPES ARE REO URED TO PREVENT SLT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. THS CAN BE ACCOMPLISHED BY SMALL TEMPORARY SEDIMENT PONDS, SILT FENCES OF STEEL WERE 6 9 DUAP OR BARRVIS OF CEDAR TREES AM/CR SALES OF STRAW. CONTRACTOR SHALL COMPLY WITH ALL LOCA. EROSION. CONSERVATION. AM SILTATION ORDINANCES. CONTRACTOR SHALL. REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRANAGE FACILITIES AND TIE ESTABLISAENT OF A STAND OF GRASS SLFFIQENT TO PREVENT EROSION. 9. FOR THE WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL, A. NOT STORE MATERIAL., EXCESS DIRT OR EQUIPMENT ON THE SHOULDERS OF PAVEMENT IN CASE OF MULTI -LANE HDMAYS, IN THE MEDIAN STRIPS. THE PAVEMENT SPALL BE KEPT FREE FROM ANY MD OR EXCAVATION WASTE FROM TRUCKS OR OTIER EOI.WMENT, ON COMPLETION OF TIE WORK ALL EXCESS MATERIA. SHALL BE REMOVED FROM THE RIGHT-OF-WAY. S. SHALL PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LINTS. BARRICADES AID FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AM IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GAL1NG CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AM HOLD HARMLESS THE CITY AND TFC OWNER FROM ANY CLAIMS FOR DAMAGE DOE TO E(STN PRIVATE PROPERTY, PUBLIC UTLITES, OR TO THE TRAVELING PUBLIC. C. SHALL COMPLETE THE WORK TO THE SATISFACTION OF THE CITY PUBLIC WORKS DEPARTMENTS AM OBTAIN A LETTER FROM THE DEPARTIENT STATING THAT THE WORK UNDER PUBLIC JURISDICTION S ACCEPTABLE. 0. POST NECESSARY BONDS AS REOIBREO BY THE CITY AM/OR STATE. IO. GRADING CONTRACTOR SHALL TAKE ALL AVALABE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING. BY APPLYING CALCIUM CHLORIDE. OR BY OTHER METHODS AS DIRECTED BY ENGINEER AM NE /OR OWNER'S REPRESENTATIVE. AT M ADDITIONAL COST TO OWNER. R. REFER TO PAVING DETAILS FOR TYPE OF PAVING AND BASE TO BE USE. R. GRACING CONTRACTOR S RESPONSIBLE FOR REMOVING ANY EXISTING STRWTUES. FENCES, DEBRIS, OR TREES REMAIMW ON SITE AM SAL COORDINATE WITH GENERAL CONTRACTOR. R. GRADING CONTRACTOR TO COMPLY MT14 ALL STATE AND LOCAL SEDMENT CONTROL AM AR POLLUTION ORDINANCES OR RULES. H. A QUA -FED SOILS LABORATORY SHAD. DETERMINE THE SATABLUTY OF THE EXISTING SUB6RACE AM EXSTNG ON- SITE MATERIAL PRIOR TO BEGINNING ANY F7.LM OPERATION. 15. USLKTAB.E EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRU.BBNG SIAL. BE DISPOSED OF OFF- SITE BY GRADING CONTRACTOR, 16. Al EXCAVATING S UNCLASSIFIED AND MAL NCLLDE ALL AATERIA.S ENCONTERED. 17. BEFORE ANY MACHINE WORK S DONE. CONTRACTOR SHALL STAKE OUT AM MAS( THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TINES MINES TIE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AM GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL. SUCH POINTS AM GAGES HAVE BEEN RACED TO THE OWNER'S SATISFACTI N. 18. TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING OF GRADING. CONTRACTOR SHALL MANTAN ALL TEMPORARY EROSION CONTROL DEVICES AND SAL REMOVE OLT FROM BERM DITCHES, SLT DAMS, AND SILT FENCES AS NEEDED. 19. ALL 4,1 SLOPES AND STEEPER, IF ANY SINAL NE HYDROMLCH SEEDED LH.FSS OTHERWISE NOTED. PARKING LOT GRADING NOTES 1. THIS GRADING PLAN DOES NOT INCLUDE (XNSIRUCf10N OF THE FOUNDATION FOR THE BUILDING PAD AND TIE REAS ADJACENT TO THE BUILDING. THE OWNER MAL SELECT TIE FOUNDATION DESIGN OPTION WHICH WILL ESTAGISH TIE CONSTRUCTION TECHN AX TO BE USED FOR THE FOUNDATION PAD AM AREAS OF THE BULGING. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR FOUNDATION CONSTRUCTION RECOMMENDATIONS. 2. CONSTRICTION OF SITE GRADING AM EMBANKMENT SHALL DEET OR EXCEED THE RECOMMENDATION PROVIDED IN THE PROJECT GEOTECHNICAL REPORT. 3. AREAS WINCH ARE A MINIMUM 5 FEET HORIZONTALLY OF THE PARKING PAVEMENT AM EMBANKMENT SLOPES ADJACENT TO PARKING AREA SHALL. BE CONSTRUCTED AS PER THE PROJECT GEOTECHNICAL ENONEER'S RECOMA£MATpNS. THE BELOW SPECIFICATIONS ARE MNNLM REQUIREMENTS AND SHALL BE S PERSEIDEO BY THE PROJECT GEOTECHNICAL RECOMMENDATIONS F H CONFLICT. THE SPECIFICATIONS ARE AS FOLLOWS) A. TIE AREA SHALL BE STRIPPED OF VEGETATION A MINIMUM G -RICHES OR DEEPER AS DIRECTED BY THE PRO ECT GEOTECHKCA. ENGINEER TO STABLE SB9MCE AND PROOEROLLED. PROOFROLNG CONSISTS OF ROLLING THE ENTRE SIBGRADE WITH A HEAVILY LOADED TANDEM ALE DUMP TRUCK OR OTHER APPROVED EGLIMENT CAPABP OF APPLYING SIMILAR W4EEL LOADS. ANY SCAT, WET OR WEAK RLL OR NATURAL SOLS WHI04 DO NOT COMPACT BY PROOFROL NG SHALL. NE REMOVED AND PJECOMPACTED AS OUTL04M HEREIN. THE PROOFRO.L.NG OPERATION MUST BE PERFORMED UNDER THE OBSERVATION OF A OUNJFED GEDTECHNLCAI. FNGNEER OR HIS REPRESENTATIVE AM DENSITY CONTROL TESTED. S. ON-SITE SOLS WITH PLASTIC" NOEX ANTICIPATED TO NE GREATER THAN 15, WHICH INCLUDES ANY DARK COLORED SURFACE CLAY SCILS. CAN BE ALSO USED AS GRADE RASE FILL OUTSIDE THE PROPOSED BUILDING AREA. THESE CLAY SOLS SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF STANDARD PROCTOR AND NOT EXCEEDING 100 PERCENT. THE COMPACTED MOISTURE CONTENT OF THE CLAYS MNG P.AC04ENT SHALL BE BETWEEN OPTIMUM AND FOA (4 ) PERCENTAGE POINTS ABOVE OPTIAN. C. COMPACTION SWILL BE ACCOMPI..ISHED BY PLACING THE FILL IN B INCH THICK LOOSE LIFTS AND COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED M14MJM DRY DENSIT`T. IT S IMPERATIVE THAT THE FILL PARTICLE SIZE BE LESS THAN SS NCI -ES IN DIAMETER. F LARGER CLODS ARE ENCOUNTERED MNG GRADING. THEN NESE CLODS MUST BE BROKEN DOWN PRIOR TO FINAL PLACEMENT N THE FILL. THS MAY REQUIRE PLACEMENT OF THE MATERIAL, AN NRIAL COPACTIVE EFFORT TO BREAK THE CLODS DOWN, SCARIFYING, WETTING AND RECOMPACTM. D. IN ORDER FOR THE FILL MATERIALS TO PERFORM AS INTENDED, THE FILL MATERIAL MUST NE PLACED N A MANNER W404 PRODUCES A 6000 UNIFORM FILL COMPACTED WITHIN THE DENSITY AND )POSTURE RANGES OUTLINED IN THE PRECEDING PARAGRAPHS. FELD DENSITY TESTS SHALL BE PERFORMED ON FILL SOLS TO CONFIRM THIS PERFORMANCE AS CONSTRUCTION PROGRESSES. FOR THE PROPOSED PARKING AND DRIVEWAY AREAS. TESTING AT A FREQUENCY OF M LESS THAN ( I i ONE OTEST PER LFT PER EACH 5.000 SOIIARE FEET SHAM HE PROVIDED FOR FEL AND PROOF ROLLING. 4. THESE SPECIFICATIONS DO NOT NCLLDE GRADING AM PREPARATION OF THE BUILDING FCUMATION AREA. THE CONTRACTOR SHALL CONFIRM FOUNDATION CONSTRUCTION COMPACTION. MOISTURE CONTROL. SELECT FLUS AM/OR TREATMENT MTH TIE OWNER. THE PROJECT GEOTECMICAL ENGINEER AND STRUCTURAL. ENGINEER. EROSION CONTROL NOTES 1 1. CONTRACTOR TO INSTALL PPE SEDIMENT FILLER AT END OF EACH WOR( DAY TO PREVENT ENTRY OF SEDIMENT INTO PROPOSED STORM SEWERS DURING CONSTRUCTION. 2 . ALL STAGING AREAS. VEHICLE PARKING AREAS. STOCPLE9. SPOILS. ETC. SHALL BE LOCATED SUCH THAT THEY DO NOT ADVERSELY AFFECT THE STORM WATER QUALITY. 3 . ONSITE FUEL STORAGE TANKS SHALL BE PROTECTED BY A BEAMED OR OTHERWISE SPILL PROTECTED AREA. 4. A CENTRAL PIT/WASH BASIN SHOULD BE CONSTRUCTED ON SITE FOR TFC PURPOSE OF TRUCK WAVING. 5. A MAINTENANCE PROGRAM SHALL BE DEVELOPED USING BEST ` MANAGEMENT PRACTICES FOR THIS PROJECT. 6 . N ODER TO KEEP DISTINBAICE TO A MNAAN. VEGETATION SHOULD BE REESTABLISHED ON ALL DENUDED AREAS IN A TIMELY MAIEA. 7 . GENERAL CONTRACTOR AND OWNER/OEVE.OPER ARE RESPONSIBLE FOR PREVENTING SEDIMENT OR OTHER POLLUTANTS FROM LEAVING TIE SITE. CARE SHALL BE EXERCISED TO PREVENT THE RAW OR OFF-SITE TRACKING OF SEDRENT OR OTHER POLLUTANT TO ADJACENT ROADWAYS, INLETS, STORM SEWERS AM DRAINAGE DITCHES. S. ALL SLRFACE AREAS DISTURBED WITHIN OR ADJACENT TD CONSTRUCTION LIMITS MUST BE PERMANENTLY STABIL®. STABILIZATION S OBTAINED WHEN THE SITE S COVETED WITH IMPERVIOUS STRUCTURES. PAVING OR A UNFOFN PERENNIAL VEGETATION COVER. TIE PERENNIAL VEGETATION MST HAVE A COVERAGE DENSITY OF AT LEAST 70 PERCENT. STABILIZATION S REQUIRED SWORE TETBMVATING MAINTENANCE AM REMOVAL OF EROSION CONTROL MEASURES. 9. ALL PERIMETER EROSION CONTROL MEASURES AM ROCK STABILIZED EXIT MAT BE IN PLACE BEFORE STARTING SOIL DSTLESNG ACTIVITIES. O. THE GE E AL. CONTRACTOR OR OWNER SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE EACH WEEK AM WAREN 24 HOURS AFTER A STORM EVENT OF 1/2 IDH OR GREATER. RECORDS OF EACH INSPECTION SHOULD NE RETAINED ON SITE WITH TFC SWPPP, CONTRACTOR TO REPLACE OR REPAIR DAMAGED MEASIRES AS NECESSARY. EROSION CONTROL MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN (7 ) CALENDAR DAYS. it. GENERAL CONTRACTOR AM OWNER/DEVELOPER MALL SUBMIT MTI(E OF INTENT (roll AND MICE OF TERMINATION (NOT) FORMS TO TIE EPA AM COPIES TO THE DEPARTMENT OF ENGINEERING SERVICES. ALL EPA ASS04M PERMIT NMI ERS (TXRNX000) SHAT. BE COPIED TO TFC CITY WHEN THEY ARE AVALABE. 12. FOR ALTERNATIVE STABILIZATION AM EROSION CONTROL MEASURES, OMO�DBMANAGE�(BAP INAL PUBLISHED Y NORT14TRUCTIONBEST TEXAS SOVERN ENTS. R. F'SAP' PUMPS ARE USED TO REMOVE WATER FRAM EXCAVATED AREAS, CONTRACTOR TO FILTER THE D604A RGE TO REMOVE SIEDWQNT AND OTHER POLLUTANTS BEFORE THE WATER ENTERS STORM DRAIN FACILITIES OR LEAVES TIE SITE. A. ROCK STA81LOO ACCESS SHALL BE CONSTRUCTED AT ALL PONDS USED AS AN EXIT FROM THE CONSTRUCTION SITE. S. CONTRACTOR TO LIMIT ANY PROPOSED LAE STABILIZATION OPERATIONS TO THAT WHICH CAN BE MIXED AM COMPACTED BY THE END OF EACH WORK DAY. SLT FENCE S MT EFFECTIVE N FILTERING LINE SINCE THE GRAN SM IS SIGNIFICANTLY SMALLER THAN THE OPENING IN THE FABRIC. 16, STORE ALL TRASH AM BUILDING MATERIAL N AN ENCLOSURE UNTIL. PROPER DISPOSAL AT OFFSITE FACILITIES. F7. SLWACE STABL17ATION MEASURES MST BE INITIATED H DAYS IN ANY AREA WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERNANEITLY CEASES FOR A PB000 OF 21 DAYS OR MORE. 16. CONTRACTOR TO CONTROL POLLUTANTS OCCURRING N STORM WATER DSCXARiES AFTER CONSTRUCTION ACTIVITEB ARE COMPLETE, PAVEMENT 8 JOINT SEALING NOTES I. AL CONC ETE FUR PAVEMENT MULL HAVE A ANNUM 3000 P9 COMPRESSIONAT 2S DAYS WITH 6 PERCENT AR ENTRAIN INT LN -08 OTHERWISE NOTED. PAVEMENT NATEUAALS AMD CONSTRUCODN SH ALL CONFORMTO TIE APPLICABLE SECTIONS OF THE LATEST ADDITION . STANDA D SPECFK:ATONS' FOR PUBLIC PARKS CONSTRICTION PREPARED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVEP/IE]NG9. BLP FORMED CONCRETE DIAL HAVE A MAX M(N SLUMP OF 3'. HND PLACED CONCRETE SIAL RAVE A MAXIMAL 5' SLURP. 2, THE JONiiNO SIAL CONFORM TO THE LOCATIONS AM DETAILS SHOWN ON TEM PLANS. SPECIFIC SAWED COMPACTION OR CONSTRUCTION JOINT LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SIAL SUBMIT A LAYOUT INDICATING THE SAWED JOINT LOCATIONS TO BEREVERED AND APPROVED BY THE DSIEER. O S(EATN JOINTS III ME PROVIDED AT ALL MAMCLE PRN. UBHT STANDARDS AND OTHER SNLAR INSTALLATIONS. P KWDE SAWED JOINTS AT MAXIMUM U' FOR 5' CCNQEM. DO NOT RAM SAWED JOINT LONGITUDINALLY ALONG LOW PONT OR AT GUTTER LIE. SAWING OF JOINTS WALL. BEGIN AS $OON AS CONCRETE HAS HARDENED 911FICENTLY TO PERMIT SAWING WnMJT EXCESSIVE RAVELING. COMPLETE ALL SAWED JOINTS BEFORE UNCONTROLLED SH9VNAME CRACKING OCAS. 4. DO NOT PLACE SAD OR SELECT IFIL BENEATH =jPAVE SIDEWALKS, DRIVE APPROACHES. OR WVdCAP PAWS FOR LAVER. U DOUSE. UTILQE COMPACTED NATIVE MATERIALS. S. BKROIJ. ALL AIRS TO EDGE OF S=TAGE WITH ONSITE KAY S0/.8. SOLS. COMPACT TO 95X TO IOOX OF STAOAD DOCTOR ODSRTY AT OR ABOVE OPTIMUM MOST W CONTENT. B. CONTRACTOR SHALL SAW -CUT TENS AT EXISTING KISS AS NECESSARY TO M ET SM007W TRANSITIONS. CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EOSTI G PAVD,ONT AS NECESSARY TO PBUw POSITIVE OPUHA9E. ITYP. AL INER9ECTIOS 1 7. ALL EXPANSION, CONTAACTIOfi, AID CONSTAIOTICN .DINTS N PAVED REAS SHAD. BE 9EAl.ED N ACCORDANCE WPM THERE SPECFICATON9 AM THE JOIN SEALING MANUFACTURERS RECOMMENDATIONS. 8. CLEAN ALL JOINTS PRIOR TO PLACEMENT OF JONT SEALING MATERIAL. N ACCORDANCE WITH MPNUFACTNERS RECOHAQDATIONS. 9. PROVIDE BACKER ADDS FOR JOINTS WITHOUT M04M DED ,TONT MATERIAL N AGGOMAMCE WITH MANUFACTURERS RECOMMENDATIONS. O. EXPANSION AND ISOLATION WONT MATERIAL TO NE PRFOANZED E PAN90N WONT MATERML AS RECOMMENDED BY JOIN SEALING MANUFACTURER MTM .DINT UP TO PROTECT SEALANT RESERVOIR. 0. TYPICALLY JOIN SEALING MATERIAL S PACED BELOW SURFACE OF CONCRETE TO HEAR FULL LEVEL. CERTAIN PRODUCTS SUCH AS SOFT SEAL ARE FECOMA9tfD TO BE PACED TO FULL LEVEL. REFER TO MANUFACTURERS PECOMRDATONS. k2. THE CONTRACTOR SHALL CONSTRUCT AL DRIVEWAY ARPROACH M N CpFQiMANCE WITH APPLICABLE CITY STANDARD ORDINANCES AND REOAflOQPTS. CONTRACTOR SHALL CONFIRM APPLICABLE DRIVEWAY OR ACCESS PERMITS HAVE BEER OBTAINED PRIOR TO CONSTRUCTION. NI. THE CONTRACTOR NULL SUBMIT A JONTNG MN TO PROJECT ENGINEER PRIOR TO QlMISTSICTI0f1 FOR APPROVAL. C3 0) nx W 0.m m Q z° to (A �4 W� u ascc in ^j to)cc Lu S _Egg ® W8 12. CONCRETE FLASH SHALL BE e(OOMED FOR ALL WALKWAYS LESS THAN 6' N WIDTH AM MINOR ACCESS ROUTES GREATER TUN 0' N WIDTH. THE FRONT ENTRANCE AM TWO SLOE MAJOR ENTRANCES MALL. NE SPECIAL TREATED AM FLASHED AS DESCRIBED ON TIE DETAILED SITE LAYOUT. ALL HANDICAP ACCESS RAMPS SHALL HAVE SURFACE TEXnJRE PUSH COMPLYING MTN AOA GLDELHE 4.29.2. N J INSTALL JOIN SEALING MATERIAL FOR WALKWAY AND EXPANSION JOINTS IN THE INTERNAL PARIOW' AREAS. 14. C1EAN ALL JOINS N ACCORDANCE WITH WINJFACfLPtA3 RECOMMENDATION PRIOR TO SEALING. ID. ALL SONS, PAVEMENT MARKINGS. AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ttq 16. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES WIDE COLOR WHITE UNLESS INDICATED OTHERWISE ON E TDRAWINGS. STRIPING, TO BE 2 COATS OF PANT. SECOND COAT TO THE APIBD IMMEDIATELY PRAM TO OSTANNO A CERTFiCATE vat OF OCCUPANCY. 17. A MINIMUM OFALANCE OF TWO (21 FEET SHALL BE MAINTAINED BETWEEN THE FACE OF CUPS AM ANY PMT OF A TRAFFIC SICK. 10. ALL DIMENSIONS ARE TO FACE OF CURS UNLESS INDICATED OTHERWISE. 19. CONTRACTOR SHALL FURHtM AM INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. i t 20. CONTRACTOR SAN. COORDINATE INSTALLATION OF ALL SONS, PAVEMENT MWRKNGS. AND OTHER TRAFFIC CONTROL DEVICES MTN OTHER CONTRACTORS ON THE SITE. 21. FRE LANE STRIPING WIDTH AM RAMS TO BE COORDINATED WITH FRE MARSAL. WWJE FIFE UNE 19 NOICATED ON PLANS. FRE LAZE S ANTICIPATED TO REQUIRE SOUS G' RED CONTNUOLB STRIPING ON DOTH SIDES a QNB RETURNS. THE WORDS, 'FRE LANE M PARKING' SHALL BE PARED ON MINIMUM 20 -FT. CENTERS WITH 4' WHITE LETTERS WITHIN SOLD RED STRIPE PER FIE CODE. PANT TYPE AM COLOR MALL BE APPROVED BY QTY TRAFFIC ENGINEER. TESTING L REFER TO PROJECT 6EOTECHAUL RECOME)"TON9 FOR FREQUENCY OF CONCRETE TESTING AND TEST METHODS. AL CONCRETE SHALL NE TESTED. IF TESTING IS MT ADDRESSED N GEOTECHNICAL, RECOMMENDATIONS ENDATONS PROVIDE AS PER KCTCOG ITEM 5.8.6. (C 1 AND ITEM 7.4.3. (RSB ). UTILITY NOTES I. ALL PIPE Le&'r S ARE HORIZONTAL DSTANCES AND ARE APPROXIMATE. 2. ALL WATER AND SANITARY SEWER BULKHEADS TO TERMINATE APPROXIMATELY 5 FEET OUTSIDE THE BUILDING LNI.ESS OTERWASE NOTED. THE END OF THESE SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARRED UNTL SUCH TIME AS CONNECTION S MADE INSIDE GILDING. 3. SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AM APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PPE AM FITTINGS SHALL BE INSPECTED BY THE WATER DEPARTMENT INSPECTOR PRIOR TO DENG COVERED. THE INSPECTOR MUST ALSO BE PRESENT DURING PRESSURE TESTING AND DISINFECTION OF MANN AND HIS SIGNATURE OF APPROVAL S REQUIRED. 4. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTLTTY, AFD THE CITY OF GRAPEVINE. S. TIE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY AUTHORITY FOR CONNECTION TO THE EXISTING MARS. 6. CONTRACTOR SHALL. ADJUST LOCATION OF PROPOSED WATER LIES AS REO RED TO AVOID CONFLICTS WITH STORM SEWER OR OTHER UTILITIES. 7. BASED ON SECTION 704.2 OF THE CURRENT EDITION OF THE STANDARD PLUMBING CODE, CLEANOUTS ARE REQUIRED AT A MAXIMUM SPACING OF 73 FEET ON UTILITY LEAD -NS TO BUILDING. CONTRACTOR TO PROVIDE CLEANWTS WITHIN 5 FEET OF BUILDING. 8. SHOULD LATENT SOI. CONDITIONS NECESSITATE. CONTRACTOR SHALL INSTALL SPECIAL SUPPORTS FOR PIPING AND/OR APPURTENANCES INCLUDIM THE REMOVAL OF LNSUTTABLE MATERIAL AM BAC)OFIWNG WITH GRAVEL OR OTHER MATERIAL. CONTRACTOR SHALL PERFORM ANY SUCH WORK AS DIRECTED BY THE CIVIL ENGINEER AND/OR SOLS ENGINEER AT NO ADDITIONAL COST TO THE OWNER. S. THE SITE UTILITY CONTRACTOR SHALL COOPERATE AM WORK WITH OTHER CONTRACTORS ON TIE SITE. 10. ALL MAN40LES OVER FIVE (5) FEET N DEPTH SWI. HAVE A STANDAR CONCENTRIC CONE. It. EXISTING UT)LITE'S AM UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR TIE UNITY LOCATIONS SHOWN. IT SHAT BE TIE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AM UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT AL FACILITES ENCOUNTERED, AM TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. TFC CONTRACTOR SHALL PRESERVE! AND PROTECT AL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGES BY THE CONTRACTOR TO EXISTING UTLUTES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. M. UTILITY LEAD-INS TO GM.DNG MALL NOT BE INSTALLED LNM BUILDING PLANS ARE COMPLETED AM LOCATIONS ESTABLISHED ON THE ARCHITECTURAL M.LMRNG PLANS. LEAD-INS MAY CHANGE PS' HORIZONTALLY AND 3' VEATCALLY PRIOR TO INSTALLATIONS AT M ADDITIONAL COST TO OWNER. LOCATION. Ste, AM INVERT ELEVATIONS OF SANITARY SEWER SHALL BE COORDINATED WITH THE APPROVED RUMM PLANS FOR THE BUILDING. 13. ALL TRENCHES SHALL BE CONSTRUCTED N ACCORDANCE WITH THE OCCLPAT04AL SAFETY AND HEALTH ACT OF 1970 AND THE STANDARDS THEREIN AND APPLICABLE STATE AND LOCAL REGULATIONS. CONTRACTOR SMALL PROVIDE TRENCH SAFETY PLANS DESIGNED AM SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 14. CONTRACTOR SHALL REFER TO SITE GEOTECHNICAL REPORT FOR KETALS ON COMPACTION. BACUFLL, PROOFROLLING AND TESTING. O. ALL CONSTRUCTION ON ALL PUBLIC SEWER a WATER SYSTEMS SHALL BE IN ACCORDANCE WITH CITY OF GiAM14E ' STANDARD SPECFKATONS FOR WATER a SEWER CCNSTRKTION.' NOTE, ALL REFERENCES TO 'CITY' SHALL MEAN • CITY OF GRAPEVINE' MYCR� womm DATE. PLANNING AM ZONING COMMISSION DATE, SHEET,I.-OF-10„ APPROVAL DOES NOT AIURKRfZE ANY WORK IN CONFLICT WITH ANY CODES OR CRD INANCES. DEPARTMENT OF CEOELOPMONT SERVICES GENERAL GRADING 8 DRAINAGE NOTES I. EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE FLANS NAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACLTIE9, THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. R SAL BE THE RESPONSAUTY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AM UNDERGROUND FACILITES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS H ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. AM TO NOTIFY THE ENGINEER PROMPTLY OF Nl- CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR BULL PRESERVE AM PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGES BY THE CONTRACTOR TO EXISTING UTLITES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. EXISTING TOPOGRAPHIC EFCRMATiON SHOWN ED IS BASON IN FETA SURVEY PREPARED BY W 8 A. (EXCLUDES EL BOW GRADE PUBLIC UTILITY LOCATIONS PROVIDED BY UTILITY COMPANY AS DESCRIBED ABOVE) 2. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAYFS N AREAS TO RECEIVE PAVEMENT AM TOP OF TCPSOL N AREAS TO BE SEEDED AM TOP OF RIP -OAP IN AREAS LINED WITH 6' ROCK. 3. AREAS OUTSIDE OF THE PARKING LOT P8*ETERS SHOWN TO BE SEEDED SHALL RECEIVE TOPSOL TO DEPTH NdCATED ON LANDSCAPE ARC34TECT PLIAS. THIS TOPSOIL TO BE PLACED AND LEVELED BY THE GRADING CONTRACTOR. 4. ROUGH GRADING ELEVATIONS SHALL BE AS FOLLOWS (.HESS OTHERWISE MTEOJ 3' BELOW FINISHED CONTOURS N SEEDED AREAS. 5' BELOW FINISHED CONTOURS N PAVED MEAS, AND ROCK RIP -RAP AREAS. 5. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AID ARE NOT TO BE USED TO LAYOUT FOOTINGS. S. GRADING CONTACTOR SHALL L NOT" AM COOPERATE WITH ALL UTUTY COMPANIES OR FIRMS HAVING FACILITES ON OR ADJACENT TO THE SITE BEFORE DIST.RBN6, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING; TO SAD FACILITIES. CONTRACTOR SHALL PAY AL COSTS N CONNECTION WITH TW ALTERATION OF OR RELOCATION OF THE (TE FACLS. CONTRACTOR SHALL. RAUSE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MAT04 FINISHED GRADES IN CONFORMANCE WITH CRY STANDARDS. 7. GRADING CONTRACTOR SHALL COOPERATE AID WOW WITH ALL OTI£R CONTRACTORS PSWOiMNG WORK ON THIS PROJECT TO INSURE PROPER AND TMELY COMPLETION OF THS PROJECT, S. TIE GRADING CONTRACTOR SHALL USE WHATEVER MEAGIPES ARE REO URED TO PREVENT SLT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. THS CAN BE ACCOMPLISHED BY SMALL TEMPORARY SEDIMENT PONDS, SILT FENCES OF STEEL WERE 6 9 DUAP OR BARRVIS OF CEDAR TREES AM/CR SALES OF STRAW. CONTRACTOR SHALL COMPLY WITH ALL LOCA. EROSION. CONSERVATION. AM SILTATION ORDINANCES. CONTRACTOR SHALL. REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRANAGE FACILITIES AND TIE ESTABLISAENT OF A STAND OF GRASS SLFFIQENT TO PREVENT EROSION. 9. FOR THE WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL, A. NOT STORE MATERIAL., EXCESS DIRT OR EQUIPMENT ON THE SHOULDERS OF PAVEMENT IN CASE OF MULTI -LANE HDMAYS, IN THE MEDIAN STRIPS. THE PAVEMENT SPALL BE KEPT FREE FROM ANY MD OR EXCAVATION WASTE FROM TRUCKS OR OTIER EOI.WMENT, ON COMPLETION OF TIE WORK ALL EXCESS MATERIA. SHALL BE REMOVED FROM THE RIGHT-OF-WAY. S. SHALL PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LINTS. BARRICADES AID FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AM IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GAL1NG CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AM HOLD HARMLESS THE CITY AND TFC OWNER FROM ANY CLAIMS FOR DAMAGE DOE TO E(STN PRIVATE PROPERTY, PUBLIC UTLITES, OR TO THE TRAVELING PUBLIC. C. SHALL COMPLETE THE WORK TO THE SATISFACTION OF THE CITY PUBLIC WORKS DEPARTMENTS AM OBTAIN A LETTER FROM THE DEPARTIENT STATING THAT THE WORK UNDER PUBLIC JURISDICTION S ACCEPTABLE. 0. POST NECESSARY BONDS AS REOIBREO BY THE CITY AM/OR STATE. IO. GRADING CONTRACTOR SHALL TAKE ALL AVALABE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING. BY APPLYING CALCIUM CHLORIDE. OR BY OTHER METHODS AS DIRECTED BY ENGINEER AM NE /OR OWNER'S REPRESENTATIVE. AT M ADDITIONAL COST TO OWNER. R. REFER TO PAVING DETAILS FOR TYPE OF PAVING AND BASE TO BE USE. R. GRACING CONTRACTOR S RESPONSIBLE FOR REMOVING ANY EXISTING STRWTUES. FENCES, DEBRIS, OR TREES REMAIMW ON SITE AM SAL COORDINATE WITH GENERAL CONTRACTOR. R. GRADING CONTRACTOR TO COMPLY MT14 ALL STATE AND LOCAL SEDMENT CONTROL AM AR POLLUTION ORDINANCES OR RULES. H. A QUA -FED SOILS LABORATORY SHAD. DETERMINE THE SATABLUTY OF THE EXISTING SUB6RACE AM EXSTNG ON- SITE MATERIAL PRIOR TO BEGINNING ANY F7.LM OPERATION. 15. USLKTAB.E EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRU.BBNG SIAL. BE DISPOSED OF OFF- SITE BY GRADING CONTRACTOR, 16. Al EXCAVATING S UNCLASSIFIED AND MAL NCLLDE ALL AATERIA.S ENCONTERED. 17. BEFORE ANY MACHINE WORK S DONE. CONTRACTOR SHALL STAKE OUT AM MAS( THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TINES MINES TIE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AM GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL. SUCH POINTS AM GAGES HAVE BEEN RACED TO THE OWNER'S SATISFACTI N. 18. TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING OF GRADING. CONTRACTOR SHALL MANTAN ALL TEMPORARY EROSION CONTROL DEVICES AND SAL REMOVE OLT FROM BERM DITCHES, SLT DAMS, AND SILT FENCES AS NEEDED. 19. ALL 4,1 SLOPES AND STEEPER, IF ANY SINAL NE HYDROMLCH SEEDED LH.FSS OTHERWISE NOTED. PARKING LOT GRADING NOTES 1. THIS GRADING PLAN DOES NOT INCLUDE (XNSIRUCf10N OF THE FOUNDATION FOR THE BUILDING PAD AND TIE REAS ADJACENT TO THE BUILDING. THE OWNER MAL SELECT TIE FOUNDATION DESIGN OPTION WHICH WILL ESTAGISH TIE CONSTRUCTION TECHN AX TO BE USED FOR THE FOUNDATION PAD AM AREAS OF THE BULGING. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR FOUNDATION CONSTRUCTION RECOMMENDATIONS. 2. CONSTRICTION OF SITE GRADING AM EMBANKMENT SHALL DEET OR EXCEED THE RECOMMENDATION PROVIDED IN THE PROJECT GEOTECHNICAL REPORT. 3. AREAS WINCH ARE A MINIMUM 5 FEET HORIZONTALLY OF THE PARKING PAVEMENT AM EMBANKMENT SLOPES ADJACENT TO PARKING AREA SHALL. BE CONSTRUCTED AS PER THE PROJECT GEOTECHNICAL ENONEER'S RECOMA£MATpNS. THE BELOW SPECIFICATIONS ARE MNNLM REQUIREMENTS AND SHALL BE S PERSEIDEO BY THE PROJECT GEOTECHNICAL RECOMMENDATIONS F H CONFLICT. THE SPECIFICATIONS ARE AS FOLLOWS) A. TIE AREA SHALL BE STRIPPED OF VEGETATION A MINIMUM G -RICHES OR DEEPER AS DIRECTED BY THE PRO ECT GEOTECHKCA. ENGINEER TO STABLE SB9MCE AND PROOEROLLED. PROOFROLNG CONSISTS OF ROLLING THE ENTRE SIBGRADE WITH A HEAVILY LOADED TANDEM ALE DUMP TRUCK OR OTHER APPROVED EGLIMENT CAPABP OF APPLYING SIMILAR W4EEL LOADS. ANY SCAT, WET OR WEAK RLL OR NATURAL SOLS WHI04 DO NOT COMPACT BY PROOFROL NG SHALL. NE REMOVED AND PJECOMPACTED AS OUTL04M HEREIN. THE PROOFRO.L.NG OPERATION MUST BE PERFORMED UNDER THE OBSERVATION OF A OUNJFED GEDTECHNLCAI. FNGNEER OR HIS REPRESENTATIVE AM DENSITY CONTROL TESTED. S. ON-SITE SOLS WITH PLASTIC" NOEX ANTICIPATED TO NE GREATER THAN 15, WHICH INCLUDES ANY DARK COLORED SURFACE CLAY SCILS. CAN BE ALSO USED AS GRADE RASE FILL OUTSIDE THE PROPOSED BUILDING AREA. THESE CLAY SOLS SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF STANDARD PROCTOR AND NOT EXCEEDING 100 PERCENT. THE COMPACTED MOISTURE CONTENT OF THE CLAYS MNG P.AC04ENT SHALL BE BETWEEN OPTIMUM AND FOA (4 ) PERCENTAGE POINTS ABOVE OPTIAN. C. COMPACTION SWILL BE ACCOMPI..ISHED BY PLACING THE FILL IN B INCH THICK LOOSE LIFTS AND COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED M14MJM DRY DENSIT`T. IT S IMPERATIVE THAT THE FILL PARTICLE SIZE BE LESS THAN SS NCI -ES IN DIAMETER. F LARGER CLODS ARE ENCOUNTERED MNG GRADING. THEN NESE CLODS MUST BE BROKEN DOWN PRIOR TO FINAL PLACEMENT N THE FILL. THS MAY REQUIRE PLACEMENT OF THE MATERIAL, AN NRIAL COPACTIVE EFFORT TO BREAK THE CLODS DOWN, SCARIFYING, WETTING AND RECOMPACTM. D. IN ORDER FOR THE FILL MATERIALS TO PERFORM AS INTENDED, THE FILL MATERIAL MUST NE PLACED N A MANNER W404 PRODUCES A 6000 UNIFORM FILL COMPACTED WITHIN THE DENSITY AND )POSTURE RANGES OUTLINED IN THE PRECEDING PARAGRAPHS. FELD DENSITY TESTS SHALL BE PERFORMED ON FILL SOLS TO CONFIRM THIS PERFORMANCE AS CONSTRUCTION PROGRESSES. FOR THE PROPOSED PARKING AND DRIVEWAY AREAS. TESTING AT A FREQUENCY OF M LESS THAN ( I i ONE OTEST PER LFT PER EACH 5.000 SOIIARE FEET SHAM HE PROVIDED FOR FEL AND PROOF ROLLING. 4. THESE SPECIFICATIONS DO NOT NCLLDE GRADING AM PREPARATION OF THE BUILDING FCUMATION AREA. THE CONTRACTOR SHALL CONFIRM FOUNDATION CONSTRUCTION COMPACTION. MOISTURE CONTROL. SELECT FLUS AM/OR TREATMENT MTH TIE OWNER. THE PROJECT GEOTECMICAL ENGINEER AND STRUCTURAL. ENGINEER. EROSION CONTROL NOTES 1 1. CONTRACTOR TO INSTALL PPE SEDIMENT FILLER AT END OF EACH WOR( DAY TO PREVENT ENTRY OF SEDIMENT INTO PROPOSED STORM SEWERS DURING CONSTRUCTION. 2 . ALL STAGING AREAS. VEHICLE PARKING AREAS. STOCPLE9. SPOILS. ETC. SHALL BE LOCATED SUCH THAT THEY DO NOT ADVERSELY AFFECT THE STORM WATER QUALITY. 3 . ONSITE FUEL STORAGE TANKS SHALL BE PROTECTED BY A BEAMED OR OTHERWISE SPILL PROTECTED AREA. 4. A CENTRAL PIT/WASH BASIN SHOULD BE CONSTRUCTED ON SITE FOR TFC PURPOSE OF TRUCK WAVING. 5. A MAINTENANCE PROGRAM SHALL BE DEVELOPED USING BEST ` MANAGEMENT PRACTICES FOR THIS PROJECT. 6 . N ODER TO KEEP DISTINBAICE TO A MNAAN. VEGETATION SHOULD BE REESTABLISHED ON ALL DENUDED AREAS IN A TIMELY MAIEA. 7 . GENERAL CONTRACTOR AND OWNER/OEVE.OPER ARE RESPONSIBLE FOR PREVENTING SEDIMENT OR OTHER POLLUTANTS FROM LEAVING TIE SITE. CARE SHALL BE EXERCISED TO PREVENT THE RAW OR OFF-SITE TRACKING OF SEDRENT OR OTHER POLLUTANT TO ADJACENT ROADWAYS, INLETS, STORM SEWERS AM DRAINAGE DITCHES. S. ALL SLRFACE AREAS DISTURBED WITHIN OR ADJACENT TD CONSTRUCTION LIMITS MUST BE PERMANENTLY STABIL®. STABILIZATION S OBTAINED WHEN THE SITE S COVETED WITH IMPERVIOUS STRUCTURES. PAVING OR A UNFOFN PERENNIAL VEGETATION COVER. TIE PERENNIAL VEGETATION MST HAVE A COVERAGE DENSITY OF AT LEAST 70 PERCENT. STABILIZATION S REQUIRED SWORE TETBMVATING MAINTENANCE AM REMOVAL OF EROSION CONTROL MEASURES. 9. ALL PERIMETER EROSION CONTROL MEASURES AM ROCK STABILIZED EXIT MAT BE IN PLACE BEFORE STARTING SOIL DSTLESNG ACTIVITIES. O. THE GE E AL. CONTRACTOR OR OWNER SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE EACH WEEK AM WAREN 24 HOURS AFTER A STORM EVENT OF 1/2 IDH OR GREATER. RECORDS OF EACH INSPECTION SHOULD NE RETAINED ON SITE WITH TFC SWPPP, CONTRACTOR TO REPLACE OR REPAIR DAMAGED MEASIRES AS NECESSARY. EROSION CONTROL MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN (7 ) CALENDAR DAYS. it. GENERAL CONTRACTOR AM OWNER/DEVELOPER MALL SUBMIT MTI(E OF INTENT (roll AND MICE OF TERMINATION (NOT) FORMS TO TIE EPA AM COPIES TO THE DEPARTMENT OF ENGINEERING SERVICES. ALL EPA ASS04M PERMIT NMI ERS (TXRNX000) SHAT. BE COPIED TO TFC CITY WHEN THEY ARE AVALABE. 12. FOR ALTERNATIVE STABILIZATION AM EROSION CONTROL MEASURES, OMO�DBMANAGE�(BAP INAL PUBLISHED Y NORT14TRUCTIONBEST TEXAS SOVERN ENTS. R. F'SAP' PUMPS ARE USED TO REMOVE WATER FRAM EXCAVATED AREAS, CONTRACTOR TO FILTER THE D604A RGE TO REMOVE SIEDWQNT AND OTHER POLLUTANTS BEFORE THE WATER ENTERS STORM DRAIN FACILITIES OR LEAVES TIE SITE. A. ROCK STA81LOO ACCESS SHALL BE CONSTRUCTED AT ALL PONDS USED AS AN EXIT FROM THE CONSTRUCTION SITE. S. CONTRACTOR TO LIMIT ANY PROPOSED LAE STABILIZATION OPERATIONS TO THAT WHICH CAN BE MIXED AM COMPACTED BY THE END OF EACH WORK DAY. SLT FENCE S MT EFFECTIVE N FILTERING LINE SINCE THE GRAN SM IS SIGNIFICANTLY SMALLER THAN THE OPENING IN THE FABRIC. 16, STORE ALL TRASH AM BUILDING MATERIAL N AN ENCLOSURE UNTIL. PROPER DISPOSAL AT OFFSITE FACILITIES. F7. SLWACE STABL17ATION MEASURES MST BE INITIATED H DAYS IN ANY AREA WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERNANEITLY CEASES FOR A PB000 OF 21 DAYS OR MORE. 16. CONTRACTOR TO CONTROL POLLUTANTS OCCURRING N STORM WATER DSCXARiES AFTER CONSTRUCTION ACTIVITEB ARE COMPLETE, PAVEMENT 8 JOINT SEALING NOTES I. AL CONC ETE FUR PAVEMENT MULL HAVE A ANNUM 3000 P9 COMPRESSIONAT 2S DAYS WITH 6 PERCENT AR ENTRAIN INT LN -08 OTHERWISE NOTED. PAVEMENT NATEUAALS AMD CONSTRUCODN SH ALL CONFORMTO TIE APPLICABLE SECTIONS OF THE LATEST ADDITION . STANDA D SPECFK:ATONS' FOR PUBLIC PARKS CONSTRICTION PREPARED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVEP/IE]NG9. BLP FORMED CONCRETE DIAL HAVE A MAX M(N SLUMP OF 3'. HND PLACED CONCRETE SIAL RAVE A MAXIMAL 5' SLURP. 2, THE JONiiNO SIAL CONFORM TO THE LOCATIONS AM DETAILS SHOWN ON TEM PLANS. SPECIFIC SAWED COMPACTION OR CONSTRUCTION JOINT LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SIAL SUBMIT A LAYOUT INDICATING THE SAWED JOINT LOCATIONS TO BEREVERED AND APPROVED BY THE DSIEER. O S(EATN JOINTS III ME PROVIDED AT ALL MAMCLE PRN. UBHT STANDARDS AND OTHER SNLAR INSTALLATIONS. P KWDE SAWED JOINTS AT MAXIMUM U' FOR 5' CCNQEM. DO NOT RAM SAWED JOINT LONGITUDINALLY ALONG LOW PONT OR AT GUTTER LIE. SAWING OF JOINTS WALL. BEGIN AS $OON AS CONCRETE HAS HARDENED 911FICENTLY TO PERMIT SAWING WnMJT EXCESSIVE RAVELING. COMPLETE ALL SAWED JOINTS BEFORE UNCONTROLLED SH9VNAME CRACKING OCAS. 4. DO NOT PLACE SAD OR SELECT IFIL BENEATH =jPAVE SIDEWALKS, DRIVE APPROACHES. OR WVdCAP PAWS FOR LAVER. U DOUSE. UTILQE COMPACTED NATIVE MATERIALS. S. BKROIJ. ALL AIRS TO EDGE OF S=TAGE WITH ONSITE KAY S0/.8. SOLS. COMPACT TO 95X TO IOOX OF STAOAD DOCTOR ODSRTY AT OR ABOVE OPTIMUM MOST W CONTENT. B. CONTRACTOR SHALL SAW -CUT TENS AT EXISTING KISS AS NECESSARY TO M ET SM007W TRANSITIONS. CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EOSTI G PAVD,ONT AS NECESSARY TO PBUw POSITIVE OPUHA9E. ITYP. AL INER9ECTIOS 1 7. ALL EXPANSION, CONTAACTIOfi, AID CONSTAIOTICN .DINTS N PAVED REAS SHAD. BE 9EAl.ED N ACCORDANCE WPM THERE SPECFICATON9 AM THE JOIN SEALING MANUFACTURERS RECOMMENDATIONS. 8. CLEAN ALL JOINTS PRIOR TO PLACEMENT OF JONT SEALING MATERIAL. N ACCORDANCE WITH MPNUFACTNERS RECOHAQDATIONS. 9. PROVIDE BACKER ADDS FOR JOINTS WITHOUT M04M DED ,TONT MATERIAL N AGGOMAMCE WITH MANUFACTURERS RECOMMENDATIONS. O. EXPANSION AND ISOLATION WONT MATERIAL TO NE PRFOANZED E PAN90N WONT MATERML AS RECOMMENDED BY JOIN SEALING MANUFACTURER MTM .DINT UP TO PROTECT SEALANT RESERVOIR. 0. TYPICALLY JOIN SEALING MATERIAL S PACED BELOW SURFACE OF CONCRETE TO HEAR FULL LEVEL. CERTAIN PRODUCTS SUCH AS SOFT SEAL ARE FECOMA9tfD TO BE PACED TO FULL LEVEL. REFER TO MANUFACTURERS PECOMRDATONS. k2. THE CONTRACTOR SHALL CONSTRUCT AL DRIVEWAY ARPROACH M N CpFQiMANCE WITH APPLICABLE CITY STANDARD ORDINANCES AND REOAflOQPTS. CONTRACTOR SHALL CONFIRM APPLICABLE DRIVEWAY OR ACCESS PERMITS HAVE BEER OBTAINED PRIOR TO CONSTRUCTION. NI. THE CONTRACTOR NULL SUBMIT A JONTNG MN TO PROJECT ENGINEER PRIOR TO QlMISTSICTI0f1 FOR APPROVAL. C3 0) nx W 0.m m Q z° to (A �4 W� u ascc in ^j to)cc Lu S _Egg ® W8 R=29.0 L=O -t-=189. 53'01' CH = NO2"42'22 CL = 40.97 rr A ipapiErLfr-ll�cp�-" GRAPEVINE MILLS CIRCLE -N-427I4'2-4-'--.E 6 .M'PI 232.14' i �S ELECTPpl TRANSFO MERS W/GONG. PADS MON ENT SIGN 9- 4 WITH FL DUGHT l W" 1, 660. ITCI 9. tTCI 349. lPl 549. (PI �� fD7 640. (Tti 349. ITC) 49 ,20 ` 349. (P1 3. lPl M8.7P \` '349.29 tPl B5 1�p9. .2p All '349.33 lPl m- " TL EXIST. CONC, N I - F.F.E. 551.50 CAUTION 1 1 1 .,... , . UNDERGROUND UTILITIES - P T\To _ •�•*.,. HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITES. THE ENGINEER DOES NOT ACCEPT THE RESPDNSI- 6Bp 01i 6026 %IP 1 a I e �5 1 KINKO'S LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACLTES PRIOR TO M:9411TV 388: tPTIP (P (519:48 .�-33'/44�//96/'D/3 X6669941:35ITC) YP, 53495.•1�09 _tP) 649.82 tTCI i -__- 649.32 lPl ALL FACILITES ENCOUNTERED, AND TO NOTIFY THE: ENGINEER PROMPTLY OF CONFLICTS m W C ALL OF THE WORK WITH EXISTING FACILITIES,^� TIE CONTRACTOR y° SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING ;t CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES BE REPAIRED t a. q POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS, .8 v � �i- -' .t / , 102 ACRES 3. ALL SPOT GRADES ARE TO TOP OF PAVEMENT OR GROUND UNLESS NOTED WB 560.78 !Tc I,' WON IPI 1649.20 L6 .64 (rel (550.o1 fTCI : 6 N tP) LEGEND (47, 984 SQ. FT.) 4. CONTRACTOR SHALL NOT DISTURB EXISTING MONUMENT SIGN. COORDINATE s6osz <rel 349.31 IPI 530. ITcI Soo <r rn WITH ELECTRICAL CONTRACTOR FOR PLACEMENT OF CONDUITS IF NECESSARY. ZONED 'C -C' .r 'COMMUNITY COMMERCIAL' N9.48 PRIMACARE I Jf 1.^ 1 0.63 35 u ..." 331. (TCI 601.66 t TC l IPI 331.05 (PI 0.63 tPi 43.1TC 1 550 71 lT,� 1� , 330'•93 1 I IPI 55L70 (T= 551:2 TC 5550. 549. 549. 631.21 / SSI W_IP I,1 f 1.06 GO 330.03 330.80 I AS N'/'W $ q. 551.Q 5 ��yf, (T0) tTCI 1b61.46 TtGO IPI 330.13 330.30 (P 11 660. (P ) 2S5 CJI 349.98 649 3 9!� 566i.w P 1 yg 1:09 1 I -�I i 1 1 I 660.),0 4P 1i I 66 . 4: ITL, ' .A p I 20' 1 N E T w. C k Y Fyn i - i-.---- / - 652 rsP TYFH... ---- s 42' 1'01• L-71 1 - - ------- - -�. f-3-6, 1 141, STATE HIGHWAY No. 26 �------------'AFH \Ssa. FLOW ARROW 551 PROPOSED CONTOUR 551" EXISTING CONTOURS 550,01 (TC) PROPOSED GRADE ( TOP OF CURB) 549.51 (P i PROPOSED GRADE (PAVEMENT) NOTES CAUTION 1 1 1 Z tu z UNDERGROUND UTILITIES z s EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS {:I e`"o, m HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITES. THE ENGINEER DOES NOT ACCEPT THE RESPDNSI- Q Z BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY I e �5 OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE ® $ LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACLTES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT : V) M ALL FACILITES ENCOUNTERED, AND TO NOTIFY THE: ENGINEER PROMPTLY OF CONFLICTS m W C ALL OF THE WORK WITH EXISTING FACILITIES,^� TIE CONTRACTOR y° SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING ;t CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES BE REPAIRED G SHALL BY THE CONTRACTOR AT HIS EXPENSE. CONTACT ALL a. q POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS, W • 3. ALL SPOT GRADES ARE TO TOP OF PAVEMENT OR GROUND UNLESS NOTED WB LEGEND FLOW ARROW 551 PROPOSED CONTOUR 551" EXISTING CONTOURS 550,01 (TC) PROPOSED GRADE ( TOP OF CURB) 549.51 (P i PROPOSED GRADE (PAVEMENT) NOTES x^ 1. CONTRACTOR SHALL ADJUST EXISTING IRRIGATION VALVES, SPRINKLER HEADS, METERS, AND OTHER APPURTENANCES AS NECESSARY O AT NO ADDITIONAL COST TO THE OWNER. W M M M 2. CONTRACTOR SHALL EXERCISE EXTREME CARE TO PRESERVE VEGETATION/PLANTINGS IN ALL LANDSCAPE EASEMENTS. HAND WORK AROUND A EXISTING TREES. 04 3. ALL SPOT GRADES ARE TO TOP OF PAVEMENT OR GROUND UNLESS NOTED OTHERWISE. P, 4. CONTRACTOR SHALL NOT DISTURB EXISTING MONUMENT SIGN. COORDINATE WITH ELECTRICAL CONTRACTOR FOR PLACEMENT OF CONDUITS IF NECESSARY. .r CASE NAPE, MILLS WBI./KINcO's CAM NUMM, OU 00-48 LOCATION. GRAPEVINE MILLS 2305 E. GRAPEVINE MILLS at. LOT 4, 6LOCK 4 GRAPEVINE MILLS ADDITION PH. I MAYO_ DATE, PLANNING AND ZONING COMMISSION 04AI 09- DATE. SMEET.-._OF10 APPROVAL DOES MOT AARHORIZE ANY WW IN COIFL i CT WI IN ANY CODES OR ORDINANOE3. DEPMTIOIt' OF DEVELOPMENT SENVNOdB O 20 40 60 80 • BENCH MARKS w I. 'X' CUT IN A CONCRETE WALK SOUTHWEST OF ' PRIMACARE' AND BEING 8'1 NORTHEASTERLY OF THE TERMINATION OF THE WALK ALONG THE SOUTHERLY CURBLINE OF GRAPEVINE MILLS CIRCLE. ALSO BEING CALLED THE SOUTHWESTERLY CORNER OF ' PRMACARE' . ELEVATION = 548.78 11 2. 'X' CUT IN CONCRETE PAVEMENT AT THE SOUTHEASTERLY CORNER OF 'PREAACARE'. ALSO BEING CALLED THE SOUTHEASTERLY CORNER OF • PRIMACARE' . ELEVATION a 551.00 NOTE. CONTRACTOR TO RELOCATE BENCHMARKS BEFORE CONSTRUCTION BEGINS. ON Occ �Iss GRAPEVINE MILLS CIRCLE R=29.0 L =0 0 �- "Swe ELECTRICAL 89°53'01' W/CONRANS. PADS CN = NO2°42'22 N 42 14 24 E 232.14' W/GONG. PADS 'a. CL = 40.97 C .: _.z... 41 EXIST ^ CONE. WALK � 0 — � CONNECT NEW 24• RCP EXIST. SDMH. CONTRACTOR SHALL USE OMNIFLEX MON ENT SIGN AT JACTION N M H AND PROVIDE _M FL oLIGHTs T.�gTE 543 95 u ` 5/8 NCH RF cl47 INSTALL GRATE INLET NEENAH FOUNDRY MODEL 3402-E N I A} TYPE -A O.A.E. INLET ELEVATION - 548.50 FL - 544.50 549 °D KINKO'S �LI4 i -- - 1. 102 ACRES m (47,984 SQ. FT.) ZONED 'c -c' PRIMACARE x x'COMMUNITY COMMERCIAL'` o f � O $ / F r aFD 'WS ty/•lyB A•C d 2C' wtY ErdE I f e y ' 3 p F u 'xTo aNsEW— ?3 TSP y ttFH wF S 1'01' W 217.5 xq? ZFH ' Fwsi. �2• W°TFA _ _ �, �' w•� — —. _ � _ _ _ _ :Y.,u- ""^ 1,-- usr.'m• w .� --- -T. zo wam STATE HIGHWAY No. 26 i - C 'i ♦I.e. CASE NAME, MILLS COiW./KIWO'S CASE NUMBER. CU 00-88 LOCATION, GRAPEVINE MILLS 2303 E. SWEVINE MILLS CR. MILLS ASLOC ON IRR EVINE —Wpm—'—NmrrA19— DATE, PLANNING AND ZONING OOMIISSION 04AIFWM�_ DATE, 11HHEEi'.301,J0 APPROVAL DOES NOT AUTNORIZE ANY MW IN CONFLICT WITH ANY COOES OR OROINANCEG. DEPARTMENT OF DEVELOPMENT SERVICES CAUTION 1 ! l UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON TIESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITES. THE ENGINEER DOES NOT ACCEPT THE RESPONSI- BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT.ALL POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS. LEGEND FLOW ARROW DRAINAGE DIVIDE 551 PROPOSED CONTOUR 551 EXISTING CONTOURS INSET A REMOVE t'°"'°' EXISTING STORM DRAIN MANHOLE -PER CITY SHEET 2929 UTILITY DESIGN CONTROL POINTS (UDCP) STORM DRAIN UDCP #H N - 7036468.15 E = 241634.78 FACE OF CURB UDCP #12 N - 7036470.74 E 2416137.14 BACK OF INLET UDCP #13 N = 7036467.37 E = 2416140.83 BACK OF INLET LOCP 014 N - 7036464.78 E = 2416138.47 FACE OF CURB REFERENCE THE FOLLOWING CONSTRUCTION PLANS BY NATIONAL SURVEY AND ENGINEERING DATED APRIL 25. 1997 FOR ADDITIONAL HYDRAULIC INFORMATION. CITY SHEET # PLAN SHEET # SHEET TITLE 2929 CE-OPU10 OUTPARCEL STORM SEWER PROFILE 2920 CE-OPH4 OUTPARCEL STORM HYDRAULIC DATA 2927 CE -OPUS OUTPARCEL UTILITIES - CE-OPH3 PROPOSED ON-SITE DRAINAGE 0 20 40 60 80 w BENCH MARKS I. 'X' CUT IN A CONCRETE WALK SOUTHWEST OF ' PRY ACARE' AND BEING 8't NORTHEASTERLY OF THE TERMINATION OF THE WALK ALONG THE SOUTHERLY CURBLINE OF GRAPEVINE MILLS CIRCLE. ALSO BEING CALLED THE SOUTHWESTERLY CORNER OF ' PRMACARE' . ELEVATION = 548.78 2. • X' CUT IN CONCRETE PAVEMENT AT THE SOUTHEASTERLY CORNER OF 'PRMACARE'. ALSO BEING GALLED THE SOUTHEASTERLY CORNER OF PRMACARE' . ELEVATION - 551.00 NOTE, CONTRACTOR TO RELOCATE BENCHMARKS BEFORE CONSTRUCTION BEGINS. m Si F-7 E ITI N(�) aC {Yti ta..✓S, t MCH IRF 0% IRS W/' W 8 q CAP KINKO'S 1.102 ACRES (47,984 SQ. FT.) ZONED 'C -C' 'COMMUNITY COMMERCIAL' 5 \4� GRAPEVINE MILLS CIRCLE I ELECTRICAL R TRANSFORMERS W/GONG. PADS c EXIST, CONI. v c 41 C INUMENT SIGNII WITH FL( G � k DCP 20' ttS1UN EASEMENT j .----— --E%6r. q•56v. SEW.— _...� .. x^5 .,tea F] _ aGu 0 20 40 60 80 I PRIMACARE a # -------------�}{ a- ---j --------------- pp�„ --=TSP LIFH NCH OF nFH _\ i xnr a• wAren` a' --- r _------- _ -----------_ r- y wAILR_ — a -- w� �, .4 „vrr p;�uczs� za• w�Fn ` � IACP #8 ewsr. zo%wAt X4 STATE HIGHWAY No. 26 CAUTION 1 1 1 UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITES INDICATED ON THESE PIANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITES. THE ENGINEER DOES NOT ACCEPT THE RESPONSI- BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTIUTIES AND UNDERGROUND FACILITES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFUCTS OF THE WORK WITH EXISTING FACILITES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTIUTIES SHAD_ BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT ALL POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS. UTILITY DESIGN CONTROL POINTS (UDCP) SANITARY SEWER UDCP 01 N = 7036270.51 E - 2416079.46 REFERENCE M.E.P. PLANS FOR EXACT CONNECTION LOCATION AND ELEVATION. UDCP #2 N - 7036267.34 E - 7036267.34 INSTALL (1) 4' CLEAN-OUT 0 FINISH GRADE. INSTALL (1) 45' BEND. (ACP #3 N = 7036270.74 E = 2416147.40 INSTALL (1) 4' CLEAN-OUT O FLASH GRADE. INSTALL (1) 45' BEND. UDCP #4 N - 7036266.65 E = 2416151.95 CONNECT TO EXISTING 10' SANITARY SEWER PER CITY STANDARDS. REFER TO CITY DETAILS WITHIN THIS PLAN SET. DOMESTIC WATER UDCP #5 N = 7036274.23 E - 2416082.80 REFERENCE M.E.P. PLANS FOR EXACT LOCATION AND ELEVATION OF CONNECTION. CACP #6 N = 7036272.45 E = 2416084.79 INSTALL (1) 45' BEND. UDCP #7 N = 7036275.85 E = 2416149.21 INSTALL (1) 45' BEND. (ACP #8 N = 7036275.94 E = 2416169.11 TAP EXISTING 12' WATER MAIN FOR 1-1/2' DOMESTIC CONNECTION. INSTALL WATER METER BETWEEN EXISTING 12' W.L. AND THE PROPERTY LINE. IRRIGATION WATER (ACP #9 N - 7036261.63 E = 2416172.48 TAP EXISTING 12' WATER MAIN FOR I -I/2' SERVICE LINE. INSTALL WATER METER AND DOUBLE DETECTOR CHECK WITH BACK-FLOW PREVENTER BETWEEN EXISTING 12' W.L. AND PROPERTY UNE. UDCP #10 N = 7036268.57 E - 2416164.77 REFERENCE LANDSCAPE ARCHITECTS PLANS -_ FOR CONNECTION LOCATION. MILLS ADDITION PH. 1 DATE, IPLPN TNG AND ZCNING COMMISSION DATE. SHEET, S2 _OPO APPROVAL DOES NOT AUTHORIZE ANY 'MORK IN COFL ICT WITH ANY CODES OR am I HINGES, DEPARTMENT CF DEVELOPMENT SERVICES « BENCH MARKS I. 'X' CUT IN A CONCRETE WALK SOUTHWEST OF ' PRMACARE' AND BEING 8't NORTHEASTERLY OF THE TERMINATION OF THE WALK ALONG THE SOUTHERLY CURSUNE OF GRAPEVINE MILLS CIRCLE. ALSO BEING CALLED THE SOUTHWESTERLY CORNER OF ' PRMACARE' . ELEVATION = 548.78 2. 'X' CUT IN CONCRETE PAVEMENT AT THE SOUTHEASTERLY CORNER OF 'PRIMACARE'. ALSO BEING CALLED THE SOUTHEASTERLY CORNER OF ' PRMACARE' . ELEVATION - 551.00 NOTE, CONTRACTOR TO RELOCATE BENCHMARKS BEFORE CONSTRUCTION BEGINS. C3 I, Z lzu fn W a� 0z o g8 8a > �W a cc 0. R W 0 us Z$ W IT SHNNT 3 GRAPEVINE MILLS CIRCLE 645 SILT FENCE -"q44• , f PER DETAILS '✓fy'IAAYYr�!`YNN���•tA1Y ...u.F - 550 /a INCH RF D HAY I Y DALES( j, VF.F.E. 551.50 E NOT)" KINKO'S � 1 1 -- ---' 1. 102 ACRES (47,984 SQ. FT.) ZONED 'C —C' 'I 'COMMUNITY COMMERCIAL B `92 .6 IRSwi•w84 544 I /^ CONSTRUCTION 548 A ELECa .-� / ENTRANCE LT FENCE TRANSF %'AERS `:V/CGt} PADS PER DETAILS 77 __ EXISw CONC WALK - �HAONLNiENT SIf.H a� WITH FL DUGNT INSTALL GRATE INLET NEENAH FOUNDRY MODEL 3402-E TYPE A 0 A E FL. 544 50 Ij HAY BALES ROCK FILTER DAM PER DECALS I 0 20 40 60 80 PRIMACARE 1 CONCRETE TO BE REMOVED SEE SHEET 4 f OCK fLTER DAM SILT FENCE PER DETAILS ��•.F 3 7r-----� - ------- ------------- SSz --- _I ENTRANCE ----- - vv --4 rsa �na-- -- ----_ ------ ---- __ _ SILT FENCE ' czar. zo— wairn -- - - - PER DETAILS a - HAY BALES PER DETAILS _.144 .154..... STATE HIGHTUY No. 26 y� 2- Ssa CAUTION I I I UNDERGROUND UTILITIES EXISTING UTAJTIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITES. THE ENGINEER DOES NOT ACCEPT THE RESPONSI- BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT ALL POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS. LEGEND FLOW ARROW SILT FENCE 551 PROPOSED CONTOUR 551 EXISTING CONTOURS ®�I HAY BALES - NOTES I. CONTRACTOR SHALL EXERCISE EXTREME CARE TO PRESERVE VEGETATION/PLANTINGS IN ALL LANDSCAPE EASEMENTS. HAND WORK AROUND EXISTING TREES. 2.DELETE HAY BALES AT GRIDIRON WAY IF NO NOTICEABLE SEDIMENT IS ACCUMULATING. CONSULT WITH ENGINEER PRIOR TO REMOVAL OF HAY BALES. 3. CONSTRUCTION ENTRANCE OFF GRAPEVINE MILLS CIRCLE SHALL BE MAIN ENTRY DURING CONSTRUCTION. REMOVE ONLY IF SITE PAVING IS COMPLETE MR.,LLS K!Q•./RIRRV"5 CASE NUMBER, Cu HE MI LOCATION( GRA2305 EINE GRAPEVINE 2508 E. GRAPEVINE MILLS CR. MOL 4, BLOCK t GRAPEVINE MILLS ADDITION PH. 1 —�� DATE, PLANNING AND ZONING CMISSION 1 — DATE, SHEET,A_CF 10 APPROVAL DCES NOT AUTHORIZE ANY 'YORK IN CONFLICT MITN DES ANY COOR ORDINANCES. DEPARTMENT OF DEVELORENt SERVICES • BENCH MARKS 1. 'X' CUT IN A CONCRETE WALK SOUTHWEST OF 'PRMACARE' AND BEING 8't NORTHEASTERLY OF THE TERMINATION OF THE WALK ALONG THE SOUTHERLY CURBLINE OF GRAPEVINE MILLS CIRCLE. ALSO BEING CALLED THE SOUTHWESTERLY CORNER OF ' PRIMACARE' . ELEVATION = 548.78 2. 'X* CUT IN CONCRETE PAVEMENT AT THE SOUTHEASTERLY CORNER OF ' PRIMACARE' . ALSO BEING CALLED THE SOUTHEASTERLY CORNER OF ' PRMACARE' . ELEVATION - 551.00 NOTE, CONTRACTOR TO RELOCATE BENCHMARK$ BEFORE CONSTRUCTION BEGINS. ci m lu lu w 14 W IL vmall > to m w 84 >. aW a a (9 W 3 � m' DA ul lu RgLs UA < W EXISTING BURFORD 1 - REMOVE REMOVE AS NEEDED I EXISTING GRASS AREA TO REM, EXISTING CEDARS TO REMAIN-TYP EXISTING BURFORD HEDGE TO REMAIN-TYP Y 4" CAL LIVE OAK OR ALTERNATE TRANSPLANTED 5' CAL LIVE OAK STARS AND STRIPES \ CITY OF GRAPEVINE VISIBILITY TRIANGLE KINKO'S 6600 SQ- FT. ' ONE STORY 'LIMITS OF EXISTING LANDSCAPE 1 L R... 'r t_._ -" 20. amity E Sas In' a51 w EXISTING 5" CAL LIVE OAK - REMOVE FROM SITE OR RELOCATE ON SITE EXISTING 5" CAL LIVE OAKS TO REMAIN-TYP Rb kT EXISTING BALD CYPRESS TREES TO REMAIN - TYP�� STATET ' IGHI 'W N® 2! EXISTING 4" CAL RED OAKS hi iai W Kd TO REMAIN -TYP PRUNE CLAD f EQCI ZN ERANCHU TE THIN FOLIAGE (ZO5) WHl'pee (3) PRESSURF T12EATED HA40WC:-O STAKES MAhVTAINIING NORMA!,. TREE SHAPE l,' X % 9') WRTH 12 GUAGE 5 STRAND PAIN ALL CUTS WITH 1Rl£ DRE^a51F;<a ` � / GAV. STEEL CABLE E 3' TURNSJCKLE S 1L -k L t ( ~ J I 1 _-1 ` POLE (TYPICAL) * 1 `X _._ + 1 'Y TREES FOR PARKING LOT AND END ISLAND PLANTING 1 1 SCREENING SHRUBS GARENOW TREE WRAP ( 4- MM lVIDT14 ) SET TOP OF TREE BALL 3 -- MIN HT ASCIVE FINISH GRADE WATERRK> RING ROOTBALL - TAAAPER SOIL MIX — PRIOR TO SETTFFMl 2 X. DIANk-TER OF ROOTHALL REPAIR OR REPLACE ALL DISTURBED LANDSCAPE AREAS BEYOND PROPERTY LINE ENOASE LOOP IN REI'd. Rt1BGHR HOSE K. TREES• .npRian IRRIGATE[)BY AUTOMATIC UND7�ERGROUND SYSTEM SECURE AT LCV4,ST WANCN EVFWGP EVERGREEN / . tl. > pl Ih th my : equ.emenfs. Ll LANDSCAPE PLAN SCALE: ,:20' HE: TOPCQNOF SECLRE At TOP CF STAKE HEICvlT ,PLANT T -._ ....._ 4' TOP DF?ESSNG f e d m r t b bl I t w g 1 In - AGRIPORNin FBZTIUZ_EI� CASE NAME O&Tp,/KMiKa`b L=68 q r g g r d t Na" y b... TABLETS (AS PER SPECS) SPECIFICATIONS "- GRADE 1, All It by M cW Iz, ObwgRx efuNrcel �f kBLLe� wro e °na"my. o"�ooh`a ay ,y «' 'rIN1541 P Al D d S hied -611C�FIL- SOL mix 3. WMe apgp oval .s egt¢eea. by Gxnt,-apdsc¢pe Designer for p D, Dno `cows adC4°.>al -eXS�TING SLISGRADE DATE, Wt arl s.waPbe A, <,m 1. — A..,nn°n a<,atRan a1 . an qa .gl ®r{uk P<e p'.. ,aw9 °, 0.G.rND /S wiUA BED -1. 1., 5, The1<rNflcaprt�`mtncWr sM1 p1 tok< ad nm..�smY Pre<aRti:ons ly„ ih< bnas[ape wnlroctxx' sM1ail mcel Oath 1M1e wntgher s2e TREE PLANTING DETAIL (TYPICAL) NOT TO SCALE MULCH WATERING RING J AGRJ=ORM FERTILIZER t TABLET (AS PER SPECS) r --FINISH GRADE TAMPER SON- MIX — PRIOR TO SETTLEMENT BACKI'LL SON. `,ATX EXIST"NG SQBGRADE 2 X DIAMETER OF ROOTBALL SHQUB PLANTING DETAIL (TYPICAL) NOT TO SCALE F Dcrai»n . p '� .nr y am=ge aumW h' nRa I.,,.. .npRian IRRIGATE[)BY AUTOMATIC UND7�ERGROUND SYSTEM 6. G D far [re. (12) m tl. > pl Ih th my : equ.emenfs. LSE G E N D Ate P I pM p,on1 l fir aate(o1 ekMr 4aaa pr 11 aNrtng cerga of p gest. m r ° we er o ma a t( b , p ; N P f t P Icetlon bo -x ,rtny c nsbu< a° (wnere °p{«.tw+vle' ,PLANT T Ps p .: nra a. a aoa r m oo t D r :. i—,.1@13,5 - GRAPEVINE MILLS, TEXAS e d m r t b bl I t w g 1 In - x 1 as D CASE NAME O&Tp,/KMiKa`b L=68 q r g g r d t Na" y b... / y ay t m rm era CASE NUMBER" LOCATIONr� x« I an[:DI re D b b *" ro <) �T, 409Kfat4,E ObwgRx efuNrcel �f kBLLe� wro e °na"my. o"�ooh`a ay ,y «' " TR -2 9 P Ines ,gntn ng wrnk 50 P« h r d 1. L a pd+ rhb nd 1 1 d h ba ' iRf Y� s CR Y aasle-. ntl<w<c prtes, "'N 2305 E. GRAPEVINE MILLS GIRGLE DATE, B. U °U w=d \ N In to d qa .gl ®r{uk P<e p'.. ,aw9 °, 0.G.rND /S wiUA BED -1. 1., PLANNING AND ZONING COMMISSION hn 91 °read arse 1 0 0 -me nq g / {N 9u ,t soxay t 1 ° B� osp5h� i6 n.ac: A- ! rc{:fr A'1 D �?q la Dm "n a'vggeeea CHAIRMAN n a<eaa n t aGrf wE b ,looted s x a STANDARD STRAIGHT H n 10 g th E a m k r l) r `"'.` ` ioPnboitr .oil :%j i s mr DATE" SHEET, OF 10 7 Frm I. -K. .1 tk xicn (se d6omtnl a (s bauvl oM stake or p 6c q a t, 11 DA. .1 l.y11ZEK. rm w+ay., APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR D t t orev a .e I.xnaecxDe 't t -Ih g po--t r t n bpn°' me.aa<n aIH won Fuw./. nd.:wpu rm goer} ORDINANCES. DN v h Arc w c hll he 9 A DEPARTMENT OF DEVELOPMENT SERVICES eaao t r¢tu4 n r-aaBiien<I e=Dmse t IM1 o Aly damage Myrke cwlrwa KiNKOS - GRAPEVINE MILLS CITY OF GRAPEVINE LANDSCAPE STANDARDS ECTION 53 LANDSCAPE REGULAVO ZONING WITH NO RESIDENTIAL ADJACENCY H. OFF STREET It VEHICULAR USE AREAS 1 NTERIOR LANDSCAPE AREA 10% OF GR2S PARKIN's ARBA GROtiS PA.T.'KMG AREA 21,115 SQ Fr X 10% = 2,118 2,118 SQ FT REQUIRED LANDSCAPE / 400 = (5.29) 6 TREES REQUITED 2,842 SQ FT LANDSCAPE PROVIDED / 6 TREES PROVIDED 2, PERIMETER LAND' CAP NG L w) In. 1m If lc�! !�gC 2 ' HEIGHT EVER I3iREEN HEDGE ALONG PERIMETER 1I Staff i� a ECT$ I TREE REQUIRED FOR 50 LW FT TRWAil ROwlet Tem 76088 FNWY 26 - 219 LIN FT / 60 = CH.bBJ b TREES REQUIRED Phone 0721483-4261 GRIDIRON WAY - 115.5 LIN FT / 50 = (2.3) 3 TREES REQUIRED Fe(97f.4.75-MO STARS AND STRIPES WAY - 271.6 LN FT / 50 a (5.5) 6 TREES REQUIRED ara�lwax et ®olrramp.net 1. LANDSCAPE FOR NON -VEHICULAR OPEN SPACE -= 315% OF TOTAL SITE AS LANDSCAPE / 50% IN FRONT YARD TOTAL SITE 41,0A SQ FT X 15% =1,IH5 50 FT REQUIRED LANDSCAPE N =19,99 SQ FT LANDSCAPE PROVIDED 1185 X 509' = 3,592 $Q FT RREQUIRIED LANDSCAPE IN PRONT YARD crr tr A an f`i ° 10,3010 SQ FT LANDSCAPE PROVIDED I TREE REQUIRED PER 2500 SO FT OF NON VELIICULAR OPEN SPACE 10,390 / 2500 - (4.15)5 TREES REQUIRED - 5 TREES PROVIDED NOTE: ALL REQUIRED LANDSCAPE AREAS TO BE aU*MTY AS fER CO)ITRACtd2 IRRIGATE[)BY AUTOMATIC UND7�ERGROUND SYSTEM REMARKS LSE G E N D C�01YtON NA9E BOTANICAL NAME 14EIGH7FUF'�AD ,PLANT T (ALTEt�JNATE) KGNKOS 0 DECLIMEER 2000 - GRAPEVINE MILLS, TEXAS 4•CALN'ER SiAN0ARD 5TRAKNIT RD OAK 12'-I i / 1'-91SPR (O.C.) SPECIFICATIONS ARE MAXIMUt f5 FULL HEAD / MATCHED Oj ObwgRx efuNrcel INSTALLED BY THE PERIPHERAL PARCEL OWNER ARE REQUIRED TO BE WARRANTED PLANT SYMBOL aU*MTY AS fER CO)ITRACtd2 MMIMIAM l SIRE REMARKS (CtIANTITYJ C�01YtON NA9E BOTANICAL NAME 14EIGH7FUF'�AD 6PAGING (ALTEt�JNATE) CONTAINERSIZESMREE ONLYNDA� 4•CALN'ER SiAN0ARD 5TRAKNIT RD OAK 12'-I i / 1'-91SPR (O.C.) SPECIFICATIONS ARE MAXIMUt f5 FULL HEAD / MATCHED Oj ObwgRx efuNrcel INSTALLED BY THE PERIPHERAL PARCEL OWNER ARE REQUIRED TO BE WARRANTED TR -2 CONDITIONAL USE REQUEST GU00-68 ALTERNATE: 2305 E. GRAPEVINE MILLS GIRGLE 4'CALIMR LOT 4 F3LOGK 4 GRAPEVINE MILLS ADDITION, PHASE I 5" CAL LIVE WK O LIVE OAK IY-14711 / 2.VSPR TRANEFLANTED FROM SITE 1 Cdtwcm vtghtara STANDARD STRAIGHT RILL HEAD / MATCHED TR -3 AS i'ERG2A ENhIE nlls bTA>mARDs 11AXMYRTLE 6'1'14T ! 4' SRR TFEE FOfdi Myrke cwlrwa 5 GAMENE MIN CANE (ifs TAUPQg) TR -5 FO RM O CRAPE MYRTLE -e'NT / 4' SPR MMULTLTI-TRMC Qj Legwatrwdn rdiu 2 W" CAL 5 CMF. Mw -I AS FM GPaA'£VNE SWARF BWORD HOLLY ice` — "" aw"dl" 36MT / 30'SPR 30" OC MILLS STANDARDS 130 ( FOSTER HOLLY) ROSIN Rxly I3ALLON CONT Ibak x Raster 40"HT / 30'" 361, OC GGUOSTREAM RAMONA 2 GALLON CONT Ni d—U. 'cralf.— I4'14T / f65PR 24" OO D5.3 x x%' DHAW YAUPCN HILLY 2 GALLON CONT 4b Ile. YOBltarla %aW WHT / 16'SPR 24" W ET GC -1 1620 IITpE LhbpamRurf I GALLON CONT RLL n"a ALTERIATE SEASCNALG 5 m GI 501+1 ALTERNATE LRIOF£ )•rrc"+''')'"j: 138 1EA5ONA11 5.11 ky 0u w GALLON CONT masa a s-SEtECT,CN 3 x SPACSY eY CHNEW EDGER 9YEO RTET6O9 STEEL EWER MEDU M GU46E METAL ECGA5 I9OMR£D ALM ALL 540 ,,STALL AS FER MpN14a PLANTwG 5ED5 NAT ABUT GR455 AREAS SOLD SOD SaFr- ALTONATE HYD92q.H 8ET<MWA NOTE: ALL ALL PLA ALL AUT ON NOTE G PLAN FOR r= C13 CL ® C 9 '0 cc C a 41 .> Cfl C O CL 41 CL _C yM W C9 ca PROJECT NO: EMGMTX tPLANT AUTO CENTER UARANTEE: TWOS 1REPLACEMENT aU*MTY AS fER CO)ITRACtd2 ISSUES: 12/6/00 PERMIT SET 2/8/00 REQ PLANS TO MEET CITY OF GRAPEVINE: MIN, LANDSCAPE REGULATIONS FOR NURSERY STOCK GUIDELINES SHOWN ASGUIDE� NES RED E4 CONTAINERSIZESMREE ONLYNDA� NT HEIGHT 4 SPREAD SPECIFICATIONS ARE MINIMUMS REQUIRED LANDSCAPED AREAS TO IRRIGATED BY UNDERGROUND IRRVGATION SYSTEM (O.C.) SPECIFICATIONS ARE MAXIMUt f5 GRAPEVINE MILLS REPRESENTATIVE TO BE PRESENT IF 5" GAL LIVE OAC IS TRANSPLANTED INSTALLED BY THE PERIPHERAL PARCEL OWNER ARE REQUIRED TO BE WARRANTED FOR ONE CALENDAR YEAR AFTER ACCEPTANCE OF THE LANDSCAPE NSTALLAT'ION CONDITIONAL USE REQUEST GU00-68 <NKOIS 2305 E. GRAPEVINE MILLS GIRGLE LOT 4 F3LOGK 4 GRAPEVINE MILLS ADDITION, PHASE I CHECKED BY: LM Sheet: LI Ot: 1 Date: October 30, 2000 01 FLOOR If"L,AQV`' SCALE: 1%8"=1'-0" NOTE, BATT INSULATION TO Be INSTALLED IN ACCORDANCE WITH 997 1IBC North 01 FL00' PLAN OTES 1❑ 6' METAL STT® WA L$ WITH R-19 INSULATION AND VAPOR BARRIER 2❑ STEEL CCLU-N - FEFERENCE STRUCTURAL M4'-0'z 1'-0' HOLLOA METAL DOOR AND FRAME WITH A B' ALUMINUM THRESHOLD AND 1-I2 PR FRED PM SS HINGES, WEATHER STRIPPING, CLOSER LATCH SET AND DEAD BOLT. EXTERIOR, MATERIALS - ]BRUSHED STEEL STAINLESS STEEL ANTI PICK BOLT PROTECTOR AT EXTERIOR ®$TA LEY,'DIRA-GUIDE' 2400 SERIES AUTOMATIC el -PARTING, SLIDING DOORS (OUTSIDE SLIDE), TOP OF FLOOR INSTA-ATION WITH THRESHOLD, SIDE AND TRANSOM. 120 VOLT, S AMP POWER Sik'PI-T. El3'-O` X 1'-O' ALUMINUM AND GLASS DOOR AID FRAME WITH A 10' AU "[NUM THRESW7LD AND I-12 PAR FIXED PAIN SS HIN6E6, WEATHER STRIPPING, CLOSER PANIC DEVICE HILL, EXTERIOR MATERIALS - ER SHED STEEL STAINLESS STEEL ANTI -PICK BOLT PROTECTOR AT EXTEROR VO' X 1'-0' ALUINM AVD GLASS FROM WITH SIDE LITE AND TRA`5C1. ©PROVIDE "OCK-LUTPANELS FOR FUTURE STOREFRONT OFMI43, REF* STRZIVRA. FOR LINTEL, A4.03 AND A4.04 FOR LOCATION. 0 Cm BEARING PILASTER REF: STTdmRA- 0 6' SPLIT FACE LOAD EEARIN6 CMJ 15ACK Imo: SHEET A-4 MATERIALS FNISH $CNEpU.E ALIMINAI STENT WITH I'TW CLEAR INSULATED GLASS REFER TO ELEVATIONS FOR SECTIONS OF TB'PERED GLASS, IN5TAI IN ACCORDANCE WITH 1997 NBC. ® NOT USED. ii SLAB 'LEAVE CUT'. REF: STRUCTURAL, $LB GRADE SHOULD BE COMPLETE, AREA TO BE LEFT CLEAN, LEVEL AND READY FOR THE CONSTRUCTION OF THE FLOOR SLAB. 12 EXPOSED FEBM CONNECTING DOWELS INSTALLED AT 16' OC FOR THE CONNECTION JOINT WITH THE FUTURE FLOOR CONCRETE SLAB SHAT BE BEM DOWN. THE EXPOSED REAR DOWELS SNA!- BE LEFT IN A STATE THAT WILL NOT BE ANY TYRE OF IMPALE OR TRIPPING HAZARD, 13 CONCRETE FLOOR SLAB- SER TO STRUCTURAL DRAWINGS, INCE ELEVATION OF FNISH FLOOR SHALL. BE 100'-0' FOR BUILDING. REF: CIVIL DRAWING FOR ACTUAL FINISHED FLOOR ELEVATION W 656' DOWNSPOUT W1 BOOT COUECTION TO BE TED INTO QVER'ARGWND STORM SERER SYSTEM bRArveYwG Nxu ROViT,ON PHOS! 1 NAYW — s c Y ,TE .ANNING AND ZONING COMMISSION CHAIRMAN DATE, SHEET, QOF_ILO APPROVAL DOES NOT AUTHORIZE ANY WORK 111 CONFLICT WITH ANY CODES OR ORDINANCES, DEPARTLENT OF DEVELOPMENT SERVICES L... Conditional Use Request 000048 Kinko's 2305 E. Grapevine Mills Circle Lot 4, Block 4, Grapevine Mills Addition, Phase I NDP m "i6 E CL ® C } m Com m m NIX IX i— c 0CL C C v m OCC a C60 PROJECT NO: EMGMT „S A ?R}:, ISSUES: 10-30-00 CITY SUBMISSION PRE—REVIEW 11-06-00 CITY SUBMITTAL 12-06-00 PERMIT SET 12-08-00 REVISED SITE REVIEW CNECKEO 8Y: LM Sheet: ■ Of: 5 Date: October 30, 2000 I4 4 " I 01 FRONT ELEVATION SCALE: 1/8"=r-0" Q NOTE: INDIVIDUAL CHAIM LETTER SIGN BY OTHERS. 2 COLOR 'MIDNIGHT' ELEV. 124'-41. NOTE- ACCENT BAND CMJ _ MANUFACTURER, PALESTINE COMTE TILE, CO. (888) 20/2.9212 9 CB TYPE SPLIT FACE WITS ELEV: COLOR 'WHITE' ®oli A"cc.Exr. NOTE: FIELD CMI MABFACDLRIFR: PALESTINE CONCRETE TILE, CO. (888) 202-92Y2 TYRE, BURNISHED UNITS COLOR YARN SAIML' 3 NOTE: L0 ER FIELD CMI! /„- -T/SfzONT MA14FALIU ZM PALESTINE CONCRETE TILE, CO. (888)202.9212 TYPE: BURNISHED UNITS COLOR., TGEARL' q CB -3 J^�xy•�,'�..-�Li.-. ____ELEY. 100'-O' FMFvH T'I..coR Y LEDGE UZ REAR ELEVATION SCALE: 1/8'=l' -O" ., +arm- .Twnxwox c b9'•8' OREFR7rNi V%JLV.r1 LLLVA I TUN SCALE: 1/8°=1'-0" tom- i NOTE: INDIVIDUAL GUNNEL LETTER / SIGN BY OTHERS. 03-4 9 Q ` } 1 ELE�V. h4'-4' 19 @ 41 11 j'� _ _ _ _._._._ TYP. ELEY YIP -q' ., m v a v -L® f " FIGHT ELEVATION 1. CASE NAMES MUL5 CORP. AKIHKWS CASE NUMBER: CU00-65 LOCAT I ON � GRAPEVIMEMI!SLu� 2305 E. GRAPEVINE rULL5 CROLi,4 0L.", 4 GRM—V MU$ APPLTION PHASE 1 MAS SECRETARY DATE, PLANNING AND TONING COMMISSION CHAIRMAN DATE SHEET,q OF 10 APPROVALDOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, DEPARTMENT OF DEVELOPMENT SERVICES Conditional Use Request CU00-68 Kinko's 2305 E. Grapevine Mills Circle Lot 4, 5lock 4, Grapevine Mills Addition, Phase I EXTERIOR ELEUATIO NOTES AL.UIRIM STOREFRONT WITH I/4' TEMPERED GLASS WHERE INDICATED BY'TG'. PROVIDE GLARING FOR ALL OTHER LOCATIONS AS INDICATED IN THE MATERIAL / FINISH SCHEDULE. DASHED LINE INDICATES LIE OF ROOF DECK BEYOND. 0 PROVIDE ' 4OM-OR' PANELS FOR FUTURE STOREFRONT OPENING, REF. STRUCTURAL.. ® FREFNISHED METAL COPING REF: MATERIA. FINISH LEGEND © 4--OXT-O'HOLLOW ICTAL DOOR AND FRAME, PAWN TO MATCH FIELD OU ® PROPOSED LOCATION OF R US REI• MECHANICAL AND STRICTLRAV. 3'-O'x1'-O' ALUINMKG1.AS5 EGRESS DOOR AND FRAME (PROVIDE PANIC HARCWAIRS ) PANT TO MATCH HELD 071 HELD 07L REF: MATERAL/ FINISH SCHEDULE THIS SHEET. ACCENT GAL REF, MATERIAL/ FINISH SCHEDLLE THIS SHEET, ®STANLIEr VURA-GLIDE' 2000 SERIES AUTOMATIC BI-PARTiN.G, SLIDING DOORS (OUTSIDE SUDE), TOP OF FLOOR INSTALLATION WITH THRESHOLD, 61DE PANELS AAD TRANSF' IICM 120 VOLT, 5 nA- Fa ER SUPPLY. REF. A5.03 DECORATI VS LIGHT FIXTURE REF: ELECTRICAL i2 SIGN LOCATION BY SIGNAGE CONTRACTOR, REFER TO SIGN DRAWINGS I3 LOCATIOI OF WEEP HOLES IN CMJ EVERY 4b' O.0 (TTPICAU ® CMRJ CONK.. JOINT, 30 JOINT WITH JOINT FILLER AD SEALANT. - REF A5.8 B EXTERIOR LIGHT FIXRIT:E. WALL. MOUNTED AT II' -e' APF. TO BOTTOM OF FIXNRE. - REF. ELECTRICAL 15 4'x14' MN OVERFLOW AND CONDUCTOR BOX OPENING AND 0.6' D04tSP0UTE. PAINT TO MATCH FIELD CMU REF: A5.03 AND A5.L8 CONSTRUCT TO ALLOW KNOCK OUT PAW FOR CLEAR STOREFRONT OPENING REF: NOTE 13 (SIMILAR). W. STRUCTURAL DRANIY£. 18 BELGA GRADE DRAIN DJLBSPWIS REF. PLU IBICr AND CAVIL 19 ERS. REP MATERIAL/ FINISH SCHEDULE THIS SHEET. R1/UATEMALMMS U SCHEDULE ,(80)85R - STOREFRONT MAeFAC1URR- VISTA WALL ARCHITECTURAL FRODUCFS0 TYPE: SERIES 2000 FLASH COLOR• CLEAR AV,MOED ALUMNA GLATWiI MANFACTURER. LOFBULDMi P20DUCMj912)241-2995 TYPE-. V4' UNCOATED FLOAT GLASS CONCH ETE BL= -.. MWACIVIRMPALESTINE CONCRETE TILE, CO. (888) 202-8212 TYPE: SPLIT FACE WITS COLOR 'MIDNIGHT' ®I NOTE- ACCENT BAND CMJ MANUFACTURER, PALESTINE COMTE TILE, CO. (888) 20/2.9212 EJ TYPE SPLIT FACE WITS COLOR 'WHITE' �E2 NOTE: FIELD CMI MABFACDLRIFR: PALESTINE CONCRETE TILE, CO. (888) 202-92Y2 TYRE, BURNISHED UNITS COLOR YARN SAIML' 3 NOTE: L0 ER FIELD CMI! MA14FALIU ZM PALESTINE CONCRETE TILE, CO. (888)202.9212 TYPE: BURNISHED UNITS COLOR., TGEARL' NOTE FIELD CMJ NOTE. MIDNIGHT MORTAR ADDITIVE BY PALESTINE CCNCF£TE FOR DAW CMN WHITE PORMA D CEMENT MORTAR FOR LIGHT CMJ METAL COPING, ( MANUFACTURER BERFIDGE MANUFACTURING COMPANY (10.01231-8121 PTE FINISHED: KYNAR 500 COLOR ':AGED BRONZE' ROOFING ( MANUFACTURER- FIRESTONEGILDING PRODUCTS TYPE,. 1415BERD' R GUASWGL.E PLY MECHANICALLY ATTACHED EPDM Efl5 ❑ I MABFACTUFM DRYVIT OVERCAST WITH SANDBLAST FNISH LIGHT FI TUBE SCHEDULE � AMITE GOOSENECK FIXTURE 200 WATT NCAwDESCEW LKGHT MICUNTED TO GILDING. FEF. ELECTRICAL ❑ NSA LIGHTING - SEMI- RECESSED OW1020•I14I00 (OCEAN BLUE) REF. ELECTRICAL OGREENLEE LIGHTNG - RSD UFLI GHT GM C dC 9+ G W ® C 'y L to ®® x 40 ~ m m ow n m 06 i2 C9 to ca PROJECT NO: EMGMTX n : cea`. ISSUES: 10-30-00 CITY SUBMISSION PRE -REVIEW 11-06-00 CITY SUBMITTAL 12-06-00 PERMIT SET 12-08-00 REVISED SITE REVIEW CHECKED BY: LM Sheet: Of: 5 Date: October 30, 2000 UTILMES NOTES: A, COORDINATE ALL SERVICE REQUIREMENTS WITH UTILITY COMPANIES AND INCLUDE ALL WORK REQUIRED IN BID. B. UTILITIE:i INFORMF?ION APE APPROXIMATELY ;;MOWN. CONTRA:':;TOR SHALL FIELD 'wEPIFY ALL LOCATIONS AND '_,TE CONDITIONS PRIOR !42 BIDA NNSTRUCTION. {', PLUMBING CONTRACTOR SHALL PAY FOR ALL EXPEN,,CS TO FLLOCATE/REMCVE EXISTING UITUI E5 BLIT ARE NOT LIMITED TO WATER, SEWER. CAS, ETC. PER UTILITY COMPANIES SPECS. AND REQJ,REMENTS. D gENERAL r+ETRACTOP:S SHALL NOTE THAT ALL WY,Pv TO BE DONE SUCH Ai EXCAVAD 'N.'. TRENCHf < CAV ,' -ONS, WALL',,, ET^„. AS NDICATEJ ON DRAWING T:iO'AN WITHOUT KNOWLEDGE Ci UNDEk•,A`, TND UTtLITIET ON THIS f ART' ,LLAR ';ITE_ THE ENGINEER ANI; JWNER A..',UME NO RE5PONSIBWTY FOR I+F_TERMINING THEIR LOCATION. SIZE, DEPM OR HAZARD. STATISTICS I —Pt-- An M. Min Ma I. AnIMla _-11.6 f0 1 T lc LUMINAIRE SCHEDULE tabsl OLY Ca Wog Numbar bascHPtlon Lame A3 ECOLUMEECA STANDARD FLOOD(FHI Q 181FWA00MS OPTICS(18') WANTERNAL W/INTERNAL H.S.S. H.S 5. IN BACK POSITION FIW =umeru LLF y: Ec'MM/ES Ba000 0.91 y ' Al 4 ECOLUME ECA STANDARD FLDOD (EN) L,LL_I te1FW400M5 OPTICS(t8') ECFTNMIES 3a00D 0.81 WINTERNAL WANTERNAL H.SS. HS S , IN BACK POSITION T F.... BATk LED TANDT /VIRE➢ BYEkC IDAL CONTRACTCl' 5' X GA'A-:ETEO LNR.i, 11-1 : ED 'OLE NAND POLE R EEL OLE L f COLOk TH PUi.. ELECI COkTR�tCTOP TO FURNI H 0 I{ ALL I LIE DALLAS' CON ECT JR CApVELD F TES I Bl M' tfJ E NEPPRODF lcLl B Y, i0 ELSE HOLDER 8 EB AO V[iH 41T, FUSES POLE 8 L—� �` SIZE S EOUIRE' F E 'AC11 \ LUMIN-E SEPARATELI 2" i POINID FC -ED CONCR TE 1 0 I'P NC TP BLt_iS BASE t"-0' DIAKETER l �— E1 JF:LING 1 A, R'ED'!FE➢ 8Y I 1 FINISH GRADE ST4 CP—L G:NEEP. I II I 6 EASE "..B D WISC t � t _ c ➢ E D caN EcnoN a .� l BCtN ENe. OP VE:.D GPDUND BUD 'ADIECIM,IGT } CA LLN PLA'TIC Cc WIT u \\\ D E 0 1 i€fN �_ T ➢NNE TDR ALL CONCRVORK ANSA G1 Gk NI."L't LI`NDUIT 'ELL' " REINFORCING G ,HALL HE BY GCNEFAL L,INTRACiDR '�-- ERTT AI. PEI BAP: Aa '+eONREB . L_ B TR S'2tIR L E iiNEER i 04NTRA='TILE nj4TEi CGNTRACTOR SHALL VERIF'! WITH GPAPEl9NE MILLS PP(WERTY MANAGEMENT THE EXACT +CRITERIA REQUIRCD FOR POLE.,, FULE HEIGHT, AIR, PvLE BASE DIMENSWNL, AND ANY OTHER REQUIREMENT',. NOT NOTED; PROP 1.}.SID/INSTALLATION. MARKING LST LICNTINC 02 sirAmAkip w!TH CSN BETE POLE SCALE: NTS PLUMBING NOTES BY SYMBOL ' O ' U 4" ,ANiTARY BUILDNG DRAIN, I.E= 97.0" W BLDG. LINE n . 1-1, 2' DOMEbT WATER SERVICE, PATH I- WATER METER. _.,LATE APO 114STPI WATER METER PER CITY OF GRP,,,EmNE REQUIREMENTS 01 GAS METER AND SERVICE BY GAS COMPANY EST "4S DEMAMD 546 CFH AT 2 PS_I. PFL`=9URE V B' 0NG UTILITY LINES 5'-0" SNB CWT FRON n ARE NC LINK- rvFFER TO CIVIL LRA'MNGS FON' CCN INUAD,,N ANC ?SDINAP,)N ,' C-INNECTION ,N'„ e STREET '.;TIUTIC5' ELECTRICAL NOTES BY SYMBOL " 1O PRIMARY ELECTRIC SEROCE, O2 ELECTRIC (?)MPANY PAD MOUNTED TRAN'FORMFP. PER ELECTRIC COMPANY R ;IAREMEIff , O 1- PVC WITH PULLWIRE FOR FUTURE MPINUMENT VN_ (4 SECONDARY TJ C ^,AN FROM TRANSFORMED. 0 80JA DI'SCCNNECT PER ELECTRIC COMPANY R.EUUIREMENTS. ,G) METEAI`•NU PER ELECTR'. 4:OMPANY tEOMREMENTS TELEPH-INE EP -E 1-4- P.C: `w TUB -:1P. C1 HC'AS`_ PANEL. Ccl-,�_SITE PLAN ;sCkl; I', 30' 0" C :Trt e EHu 1 CUOC C� 4 5 E C MII L f 4. BI ck 4 Cr Dp v ie MON Ala,t;^O PYI, I +SE NAME MILLS (WJXNKO'S SF NUMBeR 0.100-6E .IST la fJ'tAPE`�E MYLLS 2305 E. GRAPE" MALS CIRCLE L Q, BLOGK4 p� WPIF mus_ --------6G--- MAYOR - _---_, L:,RE ir'1TY I' -TE ------------- P _-__ _ _ }JN±l AND 71N+NG f'lMM,,,0N CHAIRMAN ('ATE: .__-_-_____ SHEET: _JO__ OF .10 _ AT PF" AL 1) E'S N,T AUTH(`A17G ANY @FORK 1Y , 014F6CT WITH ANY CODE; fiH '..;*f.-,NATiC ' L FFARTMFNT OF Dl ,ELOPMENT 'LR,, is FF [I'.n� D 1 �s{{f 11T TE0 l;, IQ DO)t1JS LIPPE YOUNG • ASSOCIATES ayay C 41 ya E CL Q G m x ®_ V gm Cc ���y�w� a � r C cc CIO o am C ''gLn ``c�c Y Y C4 PROJECT NO: EMGMTX ISSUES. CITY UBM*SION-PRE-REVIE 10_30 000 F.11 SET 12 d }l0 41.ED ;)TE P.EAEW L.A DEi OD CHECKED BY: LM Sheet: MEP -1 Of: Date: October 30, 2000