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HomeMy WebLinkAboutCHILI'S SITE PLANI ... II .... Fpbll V171111111� II'� I�) �(i t111101541I- _III DESIGN TEAM CONTACTS c Consulting Firm Contact Telephone LANDLORD MYERS COMMERCIAL, INC. BOB MYERS (214) 890-9020 8214 WESTCHESTER DRIVE #500 CLAYTON SNYDER DALLAS, TX. 75225 LEASER BRINKER TEXAS, L.P. J.J. JANADAR (972) 770-8878 6820 LBJ FREEWAY (972) 770-8856f DALLAS, TEXAS 75240 CIVIL ENGINEER DOUCET & ASSOCIATES, INC. TRES HQWLAND, P.E. 5 00 7401 B HIGHWAY 71 W., STE. 160 CHRIS STORM (512) 583-2601f AUSTIN, TEXAS 78735 ARCHITECT GFF SCOTT WEGENER (214) 303-1500 2808 FAIRMONT ST. SUITE 300 (214) 303-1512f DALLAS, TEXAS 75201 MEP ENGINEER KOEGEL BOB NATRIEB (214) 754-9096 42626 COLE AVE. SUITE 220 (214) 754-8030f DALLAS, TEXAS 75204 LANDSCAPE S.M.R. BRIAN ADAMS (214) 994-4452 ARCHITECT 1708 N. GRIFFIN ST. (214) 994-4450f DALLAS, TEXAS 75202 GEOTECHNICAL TERRACON STEVE WOLFORD (713) 690-8989 ENGINEER 11555 CLAY ROAD (713) 690-8787f HOUSTON, TEXAS 77043 SURVEYOR DOUCET & ASSOCIATES, INC. TRES HOWLAND, P.E. (512) 583-2600 7401 B HIGHWAY 71 W., STE. 160 CHRIS STURM (512) 583-2601f AUSTIN, TEXAS 78735 GOVERNMENT/UTILITY CONTACTS Utility/AHJ* Name Contact Telephone ELECTRIC CENTERPOINT ENERGY MICKAEL MAXWELL (281) 425-7317 P.O. BOX 210 (281) 425-7370f BAYTOWN, TX. 77522 GAS CENTERPOINT ENERGY VERONICA SPILLER (713) 941-0216 5310 OLD GALVESTON ROAD (713) 910-9813f 'HOUSTON, TX. 77017 TELEPHONE AT&T PAM JOHNSON (713) 943-4943 510 ARKANSAS (713) 943-5699f SOUTH HOUSTON, TX. 77587 CABLE 71MEWARNER CABLE STACY WATKINS (713) 341-1075 8590 W. TIDWELL (713) 895-2697f HOUSTON, TX. 77040 WATER CITY OF LA PORTE CURTIS HERROD (281) 471-9.65.0- 2963 NORTH 23RD STREET. (281) 470-5129f LA PORTE, TX 77571 WASTEWATER CITY OF LA PORTE CURTIS HERROD (281) 471-9650 2963 NORTH 23RD STREET (281) 470-5129f LA PORTE, TX 77571 STORM WATER CITY OF LA PORTE RODNEY SLATON, P.E. (281) 470-5060 604 W. FAIRMONT PARKWAY (281) 470-5005f LA PORTE, TX. 77571 FIRE DEPT. LA PORTE FIRE MARSHAL'S OFFICE CLIF MEEKINS (281) 867-4603 604 W. FAIRMONT PKWY (281) 470-5005f LA PORTE, TX. 77571 BUILDING CITY OF LA PORTE MARK HUBER (281) 470-5067 INSPECTORS 604 W. FAIRMONT PARKWAY (281) 470-5005f LA PORTE, TX. 77571 HEALTH HARRIS COUNTY HEALTH DEPT. RUBEN MARTINEZ (713) 439-6000 INSPECTOR PRECON SVCS. JANET LANE 2223 WEST LOOP SOUTH HOUSTON, TX. 77027 * Authority Having Jurisdiction CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site pla and development of Gh_!I: s 1414 in conformance with the Ord nanc s of the ity o La Porte. By: rector, P(annin Department 1, —__ F.P. Howland III am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above plan is true and correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the site plans. F.P. Howland III _ Texas Regristration No. ___.80451__ for 04YA I ------------------ VICINITY MAP NITS. Doucet & Associates, Inc. Engineers • Planners • Surveyors 7401 B HWY. 71 WEST, SUITE 160 AUSTIN, TEXAS 78735 (512) 583-2600 EASTHAMPTON, MASSACHUSETTS ROSEVILLE, CALIFORNIA DETENTION NOTE LANDLORD WILL PROVIDE DETENTION ON HIS SITE AT THE WEST END OF THE 3 ACRE PARCEL. LANDLORD WILL PROVIDE ACCESS TO THE POND FOR INSPECTIONS AND MAINTAIN THE DETENTION POND AT HIS EXPENSE. SIGNAGE NOTE A SEPARATE PERMIT IS REQUIRED FOR A SIGN. tl� t it - III" I. I ' •I "a ' SHEET INDEX 1 C001 COVER SHEET 2 C002 GENERAL NOTES 3 C011 SURVEY SHEET 4 C013 PLAT 5 C101 DIMENSIONAL CONTROL PLAN 6 C102 GRADING PLAN 7 C103 UTILITY PLAN 8 C104 PAVING PLAN 9 C105 DRAINAGE PLAN 10 001 EROSION CONTROL PLAN 11 C401 DETAIL AREA MAP 12 C601 DETAIL SHEET 1 13 C602 DETAIL SHEET 2 14 C603 DETAIL SHEET 3 15 C701 SPECIFICATIONS SHEET 1 16 C702 SPECIFICATIONS SHEET 2 FIRM MAP NUMBER: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO.48201CO940 L REVISED DATE JUNE 9, 2006 THE SUBJECT PROPERTY LIES WITHIN ZONE X (SHADED), AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD AND ZONE AE, BASE FLOOD ELEVATIONS DETERMINED. LEGAL DESCRIPTION: BEING 1.626 ACRES OF LAND SITUATED IN THE WILLIAM H. JONES SURVEY, ABSTRACT 482, HARRIS COUNTY, TEXAS, BEING A PORTION OF UNRESTRICTED RESERVE 'G'I° BLOCK 3 OF BROOKGLEN SECTION 1, A SUBDIVISION OF RECORD UNDER VOLUME 153, PAGE 99 OF THE MAP RECORDS OF HARRIS COUNTY, TEXAS (MR.H.CT) AND BEING ALL OF THAT CALLED 1Z248 SQUARE FOOT TRACT OF AND CONVEYED TO SPENCER HIGHWAY VENTURE, LP. BY DEED AND RECORDED UNDER HARRIS COUNTY CLERIC'S FILE NO. (H.CCF. NO) W1663569 FILM CODE NO.558.091093 OF THE OFFICIAL PUBLIC RECORDS OF REAL PROPERTY HARRIS COUNTY, TEXAS (O.P.R.O.R.P.H.CT) AND BEING A PORTION OF THAT CERTAIN CALLED 33112 ACRE TRACT OF LAND CONVEYED TO SPENCER HIGHWAY VENTURE LP. BY DEED AND RECORDED UNDER H.CCF. NO. W163085, FILM CODE NO.558-01-1099 OF SAID OFFICIAL PUBLIC RECORDS; SAID 1.626 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND ZONING: GENERAL NOTES: 1) PHASE 1 IS PROVIDING NON-EXCLUSIVE EASEMENT TO THE WEST END OF THE PROPERTY FOR ACCESS AND PARKING FOR THE CHILI'S RESTAURANT. 2) PHASE 1 IS TO PROVIDE ROUGH GRADING ON CHILI'S SITE PER CHILI'S PLANS ANC SPECIFICATIONS. 3) PHASE 1 IS TO PREPARE THE BUILDING PAD PER CHILI'S PLANS AND SPECIFICATIONS. 4) PHASE 1 IS RESPONSIBLE FOR THE DELIVERY OF THE UTILITIES TO WITHIN 5' OF l BUILDING CONNECTION POINTS. 5) IMPACT FEES ASSOCIATED WITH THE UTILITIES AND INSTALLATION ARE TO BE PROVIDED BY PHASE 1. 6) PHASE 1 IS TO PROVIDE, INSTALL, AND PAY FOR THE STORM SEWER PIPES, DRAINS, MANHOLES, TAPS, AND WYES FOR THE PROJECT. I 7) PHASE 2 IS TO PROVIDE AND INSTALL THE PERIMETER SIDEWALK ALONG SPENCER HIGHWAY AND SOMERTON DRIVE AT THE PHASE 1 EXPENSE. 8) THE LIMITS OF CONSTRUCTION GOES BEYOND THE LEASED PROPERTY LINE IN SOME LOCATIONS. , 9) PHASE 2 IS TO PROVIDE AND INSTALL IF NECESSARY A FENCE ALONG THE SOUTH PORTION OF THE PROPERTY TO SEPARATE THE RESIDENTIAL COMMUNITY FROM THE COMMERCIAL PROPERTY AT PHASE 1 EXPENSE. 10) PHASE 2 IS TO PROVIDE AND INSTALL THE PAVEMENT AND CURB AREA ALONG THE WEST PORTION OF THE LEASED PROPERTY AT PHASE 1 EXPENSE (SEE SHEET C104 FOR PAVING PLAN). 11) THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LEASER, ARCHITECT, OR ENGINEER OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS NECESSARY FOR CONSTRUCTION OF THE PROJECT. 10 C $� tn" � O 4-J r 'V d E �N o O�n a ¢3� o X ;9 U onQ L0 � V � w = X = LLJ to W ~ Cie _U LLI W —1 Z W oe v in 0 00 0— �....� ;. P•OF 1.71j.jr 00 OWW00F. III- . ..........ii 1�'p� •.F� moo• �� 1 F •.�STE�� :::::•= g2y�� As Shown Dared by. TR DI t7• CLS kwkwed by. FPH Data AUGUST 1, 2066:. SHEET C001 1 OF 16 Project No: 434.040 F IF L Lai 8 7 6 ' 5 4 3 2 __..-_._.._TSCUii-ANT; ilASf•+EC 7a_L'0 ,' :-RfnJT=;7•2+pr .____.._._._.__.._.-_.._.�. - - - T _ DASHCD V141TE PAf747,3RIPE SPENCER HIGHWAY DASHED ly"11TE f�AF'•1±S7Rtr'E Tprc L€€dE �) THE CONTRACTOR OR CONTRACTORS SHALL BID ON PHASE 1 OF THE PROJECT SEPERATE FROM PHASE 2 OF THE PROJECT. THE PROJECT SHOULD BE 1 BID, 2 SEPERATE COSTS. ONE FOR PHASE 1 OF THE PROJECT AND ONE FOR PHASE 2 OF THE PROJECT. SITE DATA TABLE SITE LEASE AREA 70,815 SF (1.63 AC) BUILDING AREA (9.41X) 6,666 SF RESTAURANT AREA 5,504 SF COOLER AREA 373 SF SERVICE YARD AREA 891 SF SIDEWALK AREA (6.92%) 4,898 SF PARKING AREA (68.677) 48,527 SF otAKD_X_APteAREK_M.21lAT-\_,12,185 SF REQUIRED SPACES (4+10/1000) 59 TA 104 ACCESSIBLE SPACES- REQUIRED/PROVIDED 5/5 TOTAL SPACES 109 _ SEE SURVEY FOR PROPERTY LINE CURVE AND LINE DATA. NOTES: 1) REFER TO THE MEP SHEETS FOR ALL UTILITIES WITHIN THE BLDG. 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' LEGEND 66 O ACCESS113LE PARKING & MWN VAN PARKING EXISTING PROPOSED - CR [: CART RETURN CORRAL -X-X- -It-X- CHAIN LINK FENCE 0= C7D LIGHT POLES -OE- -M OVER HEAD ELEC. LINE POWER POLE -� -OT- OVER HEAD TELEPHONE -w y -� STORM SEWER LINE DOWN GUY -W- WATER LINE E❑ 0 ELECTRIC METER -ww- WASTE WATER LINE Qi Q7 ELECTRIC TRANSFORMER -Fm- --FM- FORCE MAIN ® m ELECTRIC PULL BOX -uE- --M- UNDERGROUND ELECTRIC -uT- -41T- UNDERGROUND TELE. FIRE HYDRANT -o- -G- GAS LINE Y WATER VALVE -_ _- PROPERTY LINE ® 0 WATER METER DS-3,4,7 CRI11CAL ENVIRONMENTAL Q UTILITY VAULT FEATURE © © GAS VALVE LIMITS OF CONSTRUCTION C� CURB DRAINAGE INLET ADA ACCESSIBILITY ROUTE ® GRATE DRAINAGE INLET _FL_FL- FIRE LINE coo CO • CLEAN OUT DCO OO DCO M DOUBLE CLEAN OUT 0 MANHOLE e BOLLARD MON Q ® PARKING STALLS TPRINT AND WI 0 0 FOOTPRINT. 2) EXTERIOR LIGHTING SHALL COMPLY WITH THE CITY CODE SECTION 106-512(C). ALSO REFER TO ARCH./MEP PLANS. SITE NOTE BUBBLE LEGEND O CHILI'S PYLON SIGN LOCATION. 3) REFER ARCHITECTURAL PLA ATION, ------------------------------ BUILDING MATERIALS, AND INFORMATION ABOUT DUMPSTER AND © EXISTING CURB/EDGE OF PAVEMENT TO REMAIN. DUMPSTER SCREENING. 4) REFER TO LANDSCAPE PLAN FOR VEGETATION INFORMATION. © PROPOSED INTEGRAL CURB. SEE DETAIL SHEET C601.4- 5) ALL DIMENSIONS ARE TO THE FACE OF THE CURB, TO THE CENTER - -- -'^ - -- OF PAINT STRIPING, AND PERPENDICULAR TO THE PROPERTY LINE. O PROPOSED WHEEL STOP. SEE DETAIL SHEET C607.- 6) ALL TRAFFIC MARKINGS SHALL BE PAINTED TWICE (2 COATS). ------.--.-.------------ O - ACCESSIBLE PARKING SIGN. SEE DETAIL SHEET C603. 7) ALL PAVEMENT MARKINGS ARE jyylM UNLESS OTHERWISE NOTED. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .ACCESSIBLE VAN PARKING SIGN. SEE DETAIL SHEET C603. O 8) CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF THE EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. NOT USED. 9) THE SIDEWALK INTERSECTION RADII SHALL BE 3', UNLESS NOTED OTHERWISE.u__ O STRIPED CROSSWALK. SEE DETAIL SHEET C602.- 10) THE WOOD FENCE ALONG SOMERTON DRIVE IS ONLY TO BE REMOVED TO ALLOW FOR THE NECESSARY CONSTRUCTION OF THE - - - - - - - - - - - - PERIMETER SIDEWALK AND DRIVEWAY. O TRANSITION CURB, SLOPE WALK. SEE DETAIL SHEET C602. "TO GO" PARKING SIGNS PROVIDED BY - E- - - - - - PHASE 1 RESPONSIBILITIES 1. ROUGH GRADING AND PAD PREPARATION IS TO BE DONE ACCORDING TO CHILI'S PLANS AND SPECIFICATIONS. 2. ALL UTILITIES SHALL BE DELIEVERED TO THE PROPERTY LINE FOR PHASE 2 TO BE ABLE TO CONNECT TO AND EXTEND TO THE BUILDING ACCORDING TO CHILI'S PLANS AND SPECIFICATIONS. 3. PHASE 1 IS RESPONSIBLE FOR ALL IMPACT FEES ASSOCIATED WITH THE UTILITY WORK ALONG WITH ANY TRANSFORMERS, UTILITY METERS, AND OTHER HARDWARE. 4. PHASE 1 IS RESPONSIBLE FOR THE 4' SIDEWALK ALONG THE NORTH SIDE OF THE PROPERTY ON SPENCER HIGHWAY THAT IS OUTSIDE THE LEASE AREA. 5. PHASE 1 IS RESPONSIBLE FOR THE COMMON AREA TO THE WEST OF THE LEASED AREA IN WHICH THE EXTENSION OF DRIVE AISLES, TYPICAL PARKING STRIPING, FIRE LAND MARKINGS, PARKING, AND CURBS ARE TO BE CONSTRUCTED. 6. TO THE SOUTH OF THE LEASED PROPERTY, PHASE 1 IS RESPONSIBLE FOR THE PRIVATE FENCE OR SCREENING ALONG THE RESIDENTIAL SUBDIVISION IF NEEDED. 7. PHASE 1 IS TO COVER THE EXPENSE, PROVIDE, AND INSTALL THE STORM SEWER PER CHILI'S PLANS AND SPECIFICATIONS. PHASE 2 RESPONSIBILITIES 1. CONTRACTOR IS TO BRING THE UTILITIES FROM THE PROPERTY LINE TO THE BUILDING. 2. CONTRACTOR IS TO CONSTRUCT THE SIDEWALKS WITHIN THE BUILDING ISLAND AND ALONG SOMERTON DRIVE. 3. DRIVEWAY AND PAVEMENT CONSTRUCTION WITHIN THE PROPERTY LINE. 4. LANDSCAPING WITHIN THE PROPERTY LINE. 5. SLAB AND BUILDING ACCORDING TO THE CHILI'S PLANS AND SPECIFICATIONS. O CONTRACTOR. SEE DETAIL SHEET C603. OWN R, INSTALLED BY GENERAL - - - O LANDSCAPE AREA, REFER TO LANDSCAPE PLAN.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - © GREASE TRAP LOCATION, REFER TO PME1 PLAN SHEET. O SITE LIGHTING LOCATION, REF. TO PME1 PLANS.- OADA STRIPING. SEE DETAIL SHEET C602. ---------------- LIGHT DU CONCRETE P MENT. SEE PAVEMENT PLAN, SHEETS C104 & C602. ©MEDIUM/H VY CONCRETE D TY PAVEMENT. SEE PAVEMENT PLAN, SHEETS C104 & C602, 4" WHITE PARKING STRIPE. (TYPICAL) - - - - - R1 4 OR 5 F00T SIDEWALK BY PHASE 1. SEE DETAIL SHEET C602, - - 2 4 OR 5 FOOT SIDEWALK BY PHASE 2. SEE DETAIL SHEET C602. R O HEAVY DUTY CONCRETE SERVICE YARD APRON. - - ----------------------------- EXISTING FIRE HYDRANT LOCATION. - TIE CONCRETE PAVEMENT TO EXISTING ASPHALT PAVEMENT MATCHING LINE AND I Y ) GRADE. SEE INTERFACE DETAIL SHEET C602. O REMOVE OR RELOCATE EXISTING SIGN. O BENCHES, BY OWNER. INSTALLED BY GENERAL CONTRACTOR O (2) 4" PVC IRRIGATION SLEEVES.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O FIRE DEPARTMENT CONNECTION, SEE PME1 FOR DETAILS. ® -- REMOVE EXISTING TREES (SAVE AND REPLANT IF POSSIBLE). 1a& f,IRrrAt4F, S;eM-TkL _WLLf C603. - 1) PHASE 1 IS PROVIDING NON-EXCLUSIVE EASEMENT TO THE WEST END OF THN- PROPERTY FOR ACCESS AND PARKING FOR THE CHILI'S RESTAURANT. 2) PHASE 1 IS TO PROVIDE ROUGH GRADING ON CHILI'S SITE PER CHIU'S PLANS I SPECIFICATIONS. 3) PHASE 1 IS TO PREPARE THE BUILDING PAD PER CHILI'S PLANS AND SPECIFICATIONS. 4) PHASE 1 IS RESPONSIBLE FOR THE DELIVERY OF THE UTILITIES TO WITHIN 5' OF BUILDING CONNECTION POINTS. 5) IMPACT FEES ASSOCIATED WITH THE UTILITIES AND INSTALLATION ARE TO BE PROVIDED BY PHASE 1. 6) PHASE 1 IS TO PROVIDE, INSTALL, AND PAY FOR THE STORM SEWER PIPES, DRAINS, MANHOLES, TAPS, AND WYES FOR THE PROJECT. 7) PHASE 2 IS TO PROVIDE AND INSTALL THE PERIMETER SIDEWALK ALONG SPENCER HIGHWAY AND SOMERTON DRIVE AT THE PHASE 1 EXPENSE. 8) THE LIMITS OF CONSTRUCTION GOES BEYOND THE LEASED PROPERTY LINE IN SOME LOCATIONS. 9) PHASE 2 IS TO PROVIDE AND INSTALL IF NECESSARY A FENCE ALONG THE SOUTH PORTION OF THE PROPERTY TO SEPARATE THE RESIDENTIAL COMMUNITY FROM THE COMMERCIAL PROPERTY AT PHASE 1 EXPENSE. 10) PHASE 2 IS TO PROVIDE AND INSTALL THE PAVEMENT AND CURB AREA ALONG THE WEST PORTION OF THE LEASED PROPERTY AT PHASE 1 EXPENSE (SEE SHEET C104 FOR PAVING PLAN). 11) THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LEASER, ARCHITECT, OR ENGINEER OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS NECESSARY FOR CONSTRUCTION \ OF THE PROJECT. 11 U C vi �o g $ u 0� E $ Qyn r a u x t U u Ootill Q O Ilion" MONOMER Z ,L` CL J o X Z w Lw E- 0 V W V Z Z �v 00 0 Z W Designed by. TR Dn by. CLS Rafexed br FPH Dale: AUGUST 1, 2006 SHEET C101 5 of 16 Project No: 434-040 F A 1 8 7 6 5 ( 4 3 2 1 C vi ,4; o b <A ZONE 3 0 to s °` F ZONE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION N N M BY THE 1 % ANNUAL CHANCE FLOOD EVENT Q 3r nro b X SITE CALMO � 0 20 40 y ZONE X A x " The 1% annual chance flood 000-year flood), also known as the base -flood, is the flood THE PHASE 2 CONTRACTOR IS TO IGNORE EXISTING GRADES, X Y ZON that' has a 1 °k ' chance of being equaled •or -exceeded In any given year. The Special GRADES SHOULD BE DELIVERED AT AN ELEVATION 6" BELOW THE 10 30 � PROPOSED GRADES SHOWN ON THIS PLAN, EXCEPT FOR THE » Flood Hazard Area is the area. subject to flooding . the 1 R • annual chance food. Sage BUILDING PAD TOLERANCES SET BY CHILLS PLANS AND GRAPHIC SCALE: 1" = 20' U = C of Special Flood Hazard i�lude Zones A, AE, AH, .AO, AR, A9S, V, and VE. The BeSe SPECIFICATIONS. � Ln 4J o = Flood Elevation is the'water surface elevation of the 1 To annual chance flood.' O o flood elevations determined •' ____ -_-___._...._ee.xcn,mxw�v,____.......... VAN PARKING k - _.._._ . -_ C ". ZONE AE Base flo ele lions determ' d ME EXISTING PROPOSED NI� CR CCU CART RETURN CORRAL OTHER FLOOD AREA - - T .. ' GOO GC LIGHT POLES -OE- - ��•� OVER HEAD ELEC. LINE r " - - HE 00 S -� ' �x �� m �-•CT- OVER HEAD TELEPHONE • E, Z• . A' I t' ,;t! l E' 1' A It lYd..lti}! I Ar POWER POLE ' ZONE X Areas of 0:2Dk annual chance flood; areas of 1 % annual ohence flood L DOWN GUY -W- STORM UNEER !!NE .-� w -w- WATER LINE with average depths of less than 1. foot or with •drainage areas less. than � ;, � � OE ELECTRIC METER -ww- WASTE WATER LINE •Y7. ° `Q ' 1 square mile; and .areas protected by, levees from 1 % annual chance .�pyr a p ELECTRIC TRANSFORMER -�- -�- FORCE MAIN ;. -ue- -1IE UNDERGROUND ELECTRIC BANRRIDGE RD F :. 3 _ : : + �� ELECTRIC PULL BOX •,'Z 'fi00d. Y' _u�T_ BUT_ UNDERGROUND 7ELE FIRE HYDRANT AVINGTON = :GG ` 4a-1 : ' " i caww o WATER vuvE ---- 0 p; F . •� 1 .. PROPERTY LINE WATER METER DS-3,4,7 CRITICAL ENVIRONMENTAL ... _ 0 UQ UTILITY VAULT FEATURE E -� •• "� s .• ' - '=:• - .•�^'-"a'' 'u: .,^° • . ~--� 1 © © GAS VALVE nuw.x,Lo.e.* LIMITS OF CONSTRUCTION. 7'MARP MAP •Map 1 48209C0940L (Rey. htne 2M) mmM� o CURB DRAINAGE INLET TC=XXX,XX TOP OF CURB 19 GRATE DRAINAGE INLET v` ..�. `� - L ' coo 0 • CLEAN OUT 7P=XXX.XX TOP OF PAVEMENT „ -- --- - --- - S id R HIGHWAY ----_ I _.�. OGO DG0 DANDLE CLEAN OUT MANHOLE ilf=:�i'ia&9-1j�55'E' r•A4NT,- .'+f�>.irP --...- ^•,.,,,�"w, �, "" } ,., O BOLLARD 1 SIGN f „r•' _"..,,.,.... ,3f") r:_ r� �-+.�� �, �.V i a PAR so ,,.• ,.. � i t' •...:_r . ,? , r' 4 '� r,,,, "``'•„ � i ,,,; -F., „i 20 KING STALLS 4.2i.�it'le� i'Y!1I M' PAINIT-57P R "•w �i •v R. i`i. jY.) "`•",,, MATCH EXISTING "" .., GRADE _ •., G.,VGI:�':F raL:'h4Et1T `_'�..,.,� -_- � PHASE 1 RESPONSIBILITIES 20.50 ~ MATCH EXISTING /`...r `•�-. "`• 1. ROUGH GRADING AND PAD PREPARATION IS TO BE DONE ,,Ru ?I:, :, xea.-z20 25 20.35 GRADE 2t.40 "• r 20.58.,.- t r.J ..,:.. r fet ,=.2X.• ._ 60 „rr >, z r 2. ACCORDING TO CHILI'S PLANS AND _ 20.5 _ �, .. E c, . _ ALL UTILITIES SHALL BE DELIEVEREDSTO THEAPROPERNOM _...::----' ND 3ie '• , Lr r "'Y:�F!t FiC a » ,� ' ` ACCORDING HILTS SAND 20. .. n 1 REFERENCE SHEETC401 FOR ENLARGED DETAIL AREA AROUND 21.0 � „ 1"�.. FOR PHASE 2 TO BE ABLE TO CONNECT TO AND EXTEND 21.5 t y TO THE BUILDING I TO C PLAN 21.0 : L4V?_ram ,. SPECIFICATIONS. BUILDING ISLAND. r 21.0 20.38 - 20.33 20.520.43 20.68 21,5 21.58 MATCH EXISTING --•__._.,,,_.A 3. PHASE 1 IS RESPONSIBLE FOR ALL IMPACT FEES �- �- i j TC 21.89 I " " ' C� SIDEWALK GRADE - TC 21.47 212. ✓� t 2. 0 ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE TC 21.25 ASSOCIATED WITH THE UTILITY WORK ALONG WITH ANY TC 20.75 TC 2t.00 ! `�• Tp 20.75 O TP 20.97 TIC 21.77 TC 22.00 TC 21.96• _TIC 21.93r TP 21.39_.._-. TC 21.84 Si- -- �2t•60-G --• - TRANSFORMERS UTILITY METERS, AND OTHER HARDWARE. NOTED. TC 21.25 -:� TC 21.40 __ ! -TP 21.46' TP 21.43 up,_j __-__ - --� -- ---• IA- --TP 20.25 •- - --•- -•TIP 20.50 -� 20.75 -'tr ��_ _7 - - TP 21.27 TIP 21.50 - - - -- TIP 21.34- ! 4. PHASE 1 IS RESPONSIBLE FOR THE 4' SIDEWALK ALONG THE IP TP 20.90 3. GRADES OUTSIDE OF BUILDING CORNERS ARE 8" TYPICAL BELOW TOP OF 1 i € / N r� O NORTH SIDE OF THE PROPERTY ON SPENCER HIGHWAY THAT (TYPICAL) i. TC 20.55 �O I !!� iI �rn • +,r qy _ ry h ! S• SLAB ELEVATION. ?: Ey:..Y" T >� I - .`._.._ _ i T'. !E(j` ! IS OUTSIDE THE LEASE AREA. Z j TP 20.05 c5` _._.. __ 'r' a u - - ti _ .. _ _ _- _ �. L. ......._.. 5. THE COMMON AREA h �_ _.._ ry r _ -- .,� J„ TOATHEIWESTEOF THE LEASED AREA IN WHICH THE 4. CONTRACTOR SHALL VERIFY ALL FLOWLINES AND OTHER UTILITIES PRIOR TO d' ( 7 0•44•R• - �x" ` START OF CONSTRUCTION. i`, j O f P i -? !?lTF,a, ,xnly ^vAS -t1,YFt>E GRS J t TIE PROPOSED ?Q ry t I N TC 21.30.' - I• -� t! { EXTENSION OF DRIVE AISLES, TYPICAL PARKING STRIPING, CONTOURS TO Q 1 LtF1E fiSEd4c-^1T L. :RAORAr:Cn /: r, ` ` C•z` Bf 1 ;Vr 9 " ,•• r r, �f ' s- - - =%' f JG Llt _ r J } h FIRE LAND MARKINGS, PARKING, AND CURBS ARE TO BE ��. !: s,.,_.„ - a TP 20.80 - �, ? 13 i^^y. 99 H.C.A,4,,- EA V N? t .L. /'id,, TIC 21.55 J 5. SLOPES IN ADA PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. e= CL 0 EXISTING ! �) f y OF ! CTC 21.25, . 29• r ., (Pi• f t O, L j j f CONSTRUCTED. /\ 7 1 R.H.0 t. TP 21.05 J N r r CONTOURS. C 79.90 "'"^�-•....,, .. �! ,!4t; TG=20.20 TP 20 75 �''- "'.-, ��•, , j % , r 6. TO THE SOUTH OF THE LEASED PROPERTY, PHASE 1 V �. r 6. NO GRADING SHALL H LL BE DONE IN RIGHT OF WAY. t 21.0 r. IS RESPONSIBLE FOR THE PRIVATE FENCE OR SCREENING * o W rL { J"" "�'`--- ------ -- OTC 22.84 --..� TC 22.08 !, ,. �. „t ! ;` t% 1 ! d ftf 1 ALONG THE RESIDENTIAL SUBDIVISION IF NEEDED. �'- s. j ~TIC 21.90'- _,TC 22.35 ' ' - - -TIP 22.34-----TC 22.43 TP 21.5g '4 f f i ,• 7, PHASE 1 IS TO COVER THE EXPENSE, PROVIDE, AND 7• THIS GRADING PLAN WAS PREPARED USING INFORMATION PROVIDED BY W \ ' TC 20.93 _yJ j -S Q 27 21.81 rJ t i GEOSOLUTIONS, LTD. AND MYERS COMMERCIAL INC. Z TP 21.40 N TP 21.85 % -= -TIP 21.93 -' ---_ .- $ . t 1 '� TC 2t.05 q TP 20.43 TC 21.67 I TC 22.80 Z TC 22.80 -TC 21.76-- =-- ) INSTALL THE STORM SEWER PER CHILI'S PLANS AND ?u 5:-'r,C !;; �f TC 20.95 0 r -21.73 f w Q TP 20.55 0• '. ;;,;.- TP 20.45 ' ¶' 21.17 TP 22.30 TP 22.30 , TP 21.26_p TG=2 92 TC 21.86r �:' - SPECIFICATIONS. 8. NON -DRAINAGE UTILITIES SHOWN ON THIS SHEET ARE FOR INFORMATION 20.25 TC 20.95 T` t j "" % ' f [ rrf', 1/J;\. ,: TP; 21,36 �, „'44 ; j -- - ONLY. REFER r0 UTILITY SHEET. _I ; ..t• tr ^: - TC 21.30 TP 20.45 2 ! LU 21.85 22.90'�'ll''"z '22.53i j "f 0 I t''�' ---- --- -•••-- 9. CROSS SLOPES ON SIDEWALK SHALL NOT EXCEED 2% . ". "' 21.5 22.45 22.9 TP 20.80 O ' ! !; ' TC 20.98 TC 21.45 ` 22.05 22.35 ( �: i _ _ fi N ,» 22.18 22.08 21.86 z ' '' • ! ! ,'' ..... S TP 20.48 TP 20.95 ( li o i J;! 'd i TC 21.77,. = m 22.95 { ! E; �2 \ F m ! I f ]?' _ _ +_�.. .._ _ - - _ . _,� REFER TO COVER SHEET FOR ADDITIONAL S. V TC 2T.25 .. 22.00 10 O L TP 20.75 O' : TP 21.27 O 22.25 \ 22.35 ! 2.251 .O "In ! �- i t ! 1, a a' ' 1 J - '1 �' t 21.75 qrL' J5 22.00 23.00 t 22.03 z t ; i 11. BFE IS 22.00 PER TSARP ELEVATIONS. I 2 21.0 € : ,; ,: of ¢ o t_ 21.93 <e. i j' � - 2.33 22.33 22.33 .,.r<. ; ,,, I � '' 22.33 22 49 t /` :' i � :: ;-: . ! Ir g � I '' i �. i � !� O TC 27.60 �- : TC 2.39 • TC 21.9 2.. .�` 12. A PRELIMINARY ELEVATION CERTIFICATION HAS BEEN SUBMITTED TO THE CITY. T TIE PROPOSED 15 TC 21.86 n' 21.10 [ !!1 I. TP 21.89 6' ! ';+ ! «a TP 21.48b,; 1.85 t`f + r " CONTRACTOR IS RESPONSIBLE FOR HAVING ELEVATION CER71FICATION FOR FORMS v' CONTOURS TO Z TP 21.36 ;!; 22.49 �� r' {!! $ COMPLETED PRIOR TO POURING SLAB. A FINAL ELEVATION CERTIFICATION WILL BE 22.00 22.17 r "f U; at EXISTING - - - 20.63 t i hj '� 22 6 aw k li 21.5 I : i t ! .l !' + 4 + + , PERFORMED BY ENGINEER AND SURVEYOR AFTER NOTICE BY CONTRACTOR SITE IS M CONTOURS. O r 2j _ -............................ O I 22 56 22.33 - r i 4 • W (- rr i't'} i COMPLETE (NOTIFY 3 DAYS PRIOR TO NEAR COMPLETION). 22.83 it t III,'O ]T. r 21'81�tl` L; 22 00 LA PORTS TX " 13. EXISTING GRADES WILL BE DIFFERENT FROM PLAN AFTER PHASE 1 ROUGH 22.8 TC=22.30 f ! CV QS ,or! G77 r ' GRADES ARE COMPUTED. SITE SHOULD BE DELIVERED 6" BELOW PROPOSED , TP=21.80 : 11t1� ,T xf TC 22.76 _._ PROTO 14.4 ?' I N r• 't5 . -- r } 22.38 1a,21.75 P? t - - 2 t GRADES BUILD9VG AREA - 5447 SOFT. 22.92 It i' a J TP 22.2 22.86 I 22 ,73 A 7 { 3 i^ _ TOP OF SLAB - 2300 22.95 I / r ` ,- ; i ; ` i 21.76> ! - \ e + + ....^._........_._....--._.... =.i ( a, I .j.. `....._. 'd1=.i,$i2 S.G. dt?C+3;Iw5$ $I33fi.:;°, .$-4L°'k 23.00 ! fr i - r- 7 21.681 1 i E A SHOWN r 1626 ACPFS (70,815 S:?, FT..) 2 i! w.11r!y iCAUnott - HP r `t % I A HP 23.00 22.8 22.33 21.71 TC=22.25 1 ;tA - ram.. "^.. �__- , l�' i•;.^ ?xsA, r T 2 68 j,l 1 22.00 A--- ---j^ - ro, c' EXISTING IRRIGATION IN SOMERTON J" TC U" S' 22.83 i / TP=21.75 ; O 1 1 i \ i i r DRIVE LANDSCAPE AREAS. C - TC 22.18' �S iS!: / TC 22.78 { / 1!� `14 S ,�, ,'ss 22.95 C4iLEL 3tyy1Z 1CiCFS i!�_. 1 \ �` <.._. COORDINATE WITH HOMEOWNERS O TP 21.68 ' �' TP 22.28 TC 22.15 € �t i ]� sF:,ctz roc-xsx v>xrr��if. ! _ - '� }'l !� t l= -, pi (�j TC 22.76 22.88 �., t;, z 22.28 ' TP 21.65 i !! 1 ,r ; 4; y, ; 1 ASSOCIATION (H.O.A.). ANY DAMAGE \ I i, � ._ e lL,,,C.�'. r.. IF;(_PSOBS 22.33 22.51 o I (� _ ` N' ? t 1 '' s N ! Q , TP 22.2 22,8 r ` 1 ; S �} , / :$" ' '�.., IS CONTRACTOR'S RESPONSIBILITY - N 21.05 ! flo cob!r rVo. .5.58'-r7Y-1099 P m 22.23 i 22.08- i ' u c-� � 1 ! 1� t. \ - 13r Fr7FZPfIC7' 22.4334 ^ulW 1 118' i t 12S 110 l TC 22.46 , i $` i ; .� z;�' [ "^""�• ; J �� ALTERATIONS MAYBE REPAIR ENECESSARY. TC 22.11 UNREBh'C1ED >Li i 1 } t i TP 21.96 2z.00 ij i21. 8 ! , ?I i; Bss SECTION 22.00 � 22.14 } i i i 1 1 � `t � • i� PHASE 2 RESPONSIBIU7IES :;! , 2233 ! . !' v+itLu...� 4 � , It 1. CONTRACTOR IS TO BRING THE UTILITIES FROM THE TC 22.14 h -- ---- -- ''^ HOB 22.35 cG5) 2 L. ?.`.3: AG: ?t? C1 1\ PROPERTY LINE TO THE BUILDING. TP 21.64 �>� Z -- -' 'x - 22.33/ TIC 21.92 •`: ,:, :.: . A a c:. T ` N rn,C.td.R. `, j , N ytTO el ' �'Tp 2 _�::TP 22.E 7 - {- 23.00 O ' 22.13 }h ii?; itt 2. CONTRACTOR IS LAND°AND ALONG S MERTIONKDRIVE. IN 2 .50 \ 22.00 TP 21.j42 t^ THE BUILDING ISLAND I O �.....f ° a . •:a 1i;' ' <, I . l N 22.23 i44 ,' l t �, , ?' \:, i TIE PROPOSED . • • ' . /p i ?tt 1, 3. DRIVEWAY AND PAVEMENT CONSTRUCTION WITHIN THE .- CONTOURS TO \ -�1'^ a m ? L t A : m ' = : i 2.87 i 22.33 22.33 Ly <C} �l tll �l '? i V� PROPERTY LINE. 1 TC 21.45 C 21.40 AN { 1 1, 4. LANDSCAPING WITHIN THE PROPERTY LINE. EXISTING TP 20.95 t; - ?, TC 21,40 a a N x. ; , 22.00 TIC 21.73 t :l " 5. SLAB AND BUILDING ACCORDING TO THE CHILI'S PLANS CONTOURS. O 20.90 t. ' - =' - -TIC 22.20-, t \ . TP 20.90 , a •. " _ ` i`�'--- _ , ---- -.: - ..................... 1 TP 21.23. ` AND SPECIFICATIONS. 21.0 �• '. • ' . _ cad :a_:__::__. _ 522.30 _ _,;.... 1 tiQ: TC 21.88 is «. ! TP 2t.70.:::::::::::::::::::::::::.- TP 21.38 TC 21.70 > t ; .. TC 22.50 ' TC 23.37. L� 22.87`! y_ 22 T 22 ;40' 21. 0 . ..•..... lull' a TP 22.00 ' . TP 22.87 a TC 21.48 TP 21.20 1 f TC 21.35 ; i i �r , r l 21.92 r...,a 'r , 1 t -" 1 TO 20.85 - J 23. i / TC 21.66,- • TP 20.98 ? Qi 21.45� r �? R; I, '. TC 21.56 1 it� y TC 22.00 TP 21.167 \ 21.70 i TP 21.08 a TC 22.75 / 1 �MTC 2 35 IF/ TG=20.70 y' TP 21.50 dad, TP 22.25 :y i TP 21 80 *v ` ell2 1 v L ., L S �j 1 O 2 S �? -_ TC 22.39" f 1• {v; y GF'...; Pfih';.: ._.w^-a•- ,r `.tir J iE- TC 22.45 O ! 22.27r `= TC 22.00 f ?7,$ '4 TP 20.85 N 1TP 21.89 i / "1 TP 21.50? 4!i ! 21.48 21.40 t TP 21.95 21.89 f_21.80✓ )T •r -- ' T-TC 21.60 �I TC 21.35 TC 21.45' ? i S ;t [ 1 3 J t 1i it ., 1 ' . "` TP 20.85' 1 c , 1 r• .. , ..J .. , , f f > :e % r - - - -TIP z1.10 ,� >. 1 I t� . �' ��t i .!_.:.-_ ( 21. 85 It i TC 21.51 % 2��,_ ,\, TP 20.95 ;1 F l i y!t i ?v TP 21.48 ' ' .t) if "'- 22.1 B TP 21.01 ? t i t TC 21.38 � j � L y yt 'i ! / \ / Ki! TPr 20.86 1 i 1, � ! `' - � -` � �--€ i_ � rt C i i•,.,!f � � ' t r r 13:,. ■ .r!r:l;.K 1ii' lrM , N c (4 r I / ? !,(, ' � r; l' S i I j r;� ! as � � ! 111 `^ TC 21.64 ACRE of c `" r.• r l l n • `� ! t i ! Il f1r 1 TP 21.14 ?]•0 �, . _ / �! ; ,: / s {. F-FE i TP 21.06 Like 21.56f 't Z (;r ! TC 21.25 i 1 C t t! i -- i^ i- J- ! j 1 TC 21.60 TC 21.02 II l I' 'lit i j i ;}: i Q t ? J i-.. - TC 21.65 r ! ;TIP 20.75 i i ? ; 7 t t. / j' 7P 21.10 ? i TP 20.52t 1 b ! ! J,._ TP 21.15, ? 15 , 3;; jj j t EX , I ! it 21 .81 /' ( / 1 l 41-11.W TC 21.15'' 1111! MATCH EXISTING' ll' E4.RLETP 20.65 i , 21.25GRADE4TC=22.30 N w� t H r'3 SPtY rI%�l'i 4Y Y"sh72125' i 1 �' __ _ _. � � _.... ........ _ M- _... - I TC 21. 5 i H1 C.6:: Ilk ;vie&.,,s ,2].0 1 ,12 TP = 21. 8 0 ! �: ; L yam. TP 20.85. 01 TC 21.32 f J P!! f COI.7w .Yl. 'JJLY-%�q 33 1 ! t i i i t tl ZTL i - i 0, r?f.'. L. 2 F fa G'.3 TC 2,.32 j 11 t ! a 21 .73 1 t. • of r TC 21.70 ur:r TP 20.82 21.20 21.20 C ! TP 21.20 ; ! r % = TP 20.82 > ! ? y T 21.57 _ i u r' i i I !:: 1 - - TC ? J f r TG 20.25 i 1 07 1 f 1 ! i 1 9 -- _ is 21.00 !tC! .v �.: .,, of TC 21.25.E ,? l J �i j �61i111 1tP 2. j' , 21.76 ` t1 5 s - o 7P 20.75oB ! !1i ju` il:!rJf ? ('`/ / - -j l t {.................................F. P. HOW!AND j11 i fill I ` t- i t - 21. 6 8 i �@ • .. r .:r, � i ' i ! �� 90451� {v • r ~~ f :TIC 21.12 t ! TC 27.33 J �r �? i ' i 1 i i 21 .71 }! ! „ 1 1�� �FG 2] `TIP zosz 7P 20.83 ] 7r i 'rft TC=22.25 ' 1 W`�? t F 1 LOT 8 j - `^ 1 xy 1 Z 0 t 2 «c, , 21.20 i l ANAL J 2 $ t TC21.07 =).i s. ! ! } 22.00 II SS/�STE�G+.+ 20.57 I 21.20 f ; ; TP = 21.7 5 t 4i. t t t i 1 ( i LOT 4 J � E. t• � O 1 TC 21.18 ! I /r ; TP 20.68 is 4 -� .._ -. I24/blo t t r TC 21.23 N t 21.30 t; i s l ;; t �^, 1.7�?•... TP i 1 tt (,� ,` sale As shown (r r LOTS B< . �. '-fT F' ... \ k 21;3 . , }.1 TC 22.15 ; } ? 1 r 1 TI 1:. i'`i): ...�.. ,.,�� F 2° oO'' i 5 \ , `•. _'1 ;, td P llpN- 63itM,,..": T+2' ."� ' { TP 21 . 6 5 t i !! 1 t . • ; � tl Designed bin TR ',,: 3 tt II t VOLfta3, PLk £3D t •.•.. Z� Jr MATCH YEXISTING!` N ;t Lhng Iry.� as A 44CA§5L t _ ., \ f j{ t i i ! ! I t RevWmd FPH t t BLOCK 8 i ? ti <22.0 t11 ` "' : y GRADE i 3 4; 22.08 _ } i } ,t i Dtte AUGUST 1. 2006 ... _,,,,., �� �G r : - l � I c; , x• SHEET r r \�"`•.,, !"'FiC.,.G 7 Xb1GRM l::st':ti1.!=• f I LOT 2 (\/ ^/ i J •,,,�'�``..,,,'.•.,, , ( V1 OL 21.58 21.SoG • j. i 21 .88 ( ''i t\W, j4l i16 14 .n 1I (� 1 i Lc'r 1 = _ � ifs /l - ''- DETAIL�MAPy OF NIS Project No: 434-040 8 7 6 5 4 3 2 1 ■ m - 3 a $ , g= / N N S al3 a°a Lr� N o9 a ..� -... FOLIO ANO DASt'-''s. )"'[.'..LOW PAINTSTRIPE __ - - _"""""'•'z,ae:.,..n,:n.._=_ _,-_ ram...._._.... •-.-.�_,_„�_._._......•^,,,,, _____. ,••.-__" L?fi$L:N�'ittr;l � :'�AtP. TrT:ZiPi: `"�„ . 5✓,r0 Sy i ,cs,,:, r,K;pc ; II c I, l V. LA Pa..EZ SOME "i I .s Ii i n� Ey ICI C"I r ENCER HIGHWAY /$")0, r?.O'w J C:trbf'aRETi: PA VEAV tN -_.- ._..._.__-.. S/ V U3 -'fry ry O\LE 0 Sl STA. 1t80.52 END 6" WWL i s 'A SEE PME1 SHEET FOR -�• ` • `J . \ ' 4�''- CONOTIFY �. .° ,• (�" ti ENGINEERGINEER OF OF FLOWLINE. L� U2 21.0 WASTEWATER ( (I CLEANOUT AITa¢ �F 34.97 LF. 4" C900 c j 'fie 3 C FIRE -WL (t�c.t c:r• ;,. t- aorTr f I.o_.. a ® LIE 220 11 N " STA: 4+10.82 2" DOM. WL ,i 1�" ' INSTALL: 1l STA. 1+39.70 6" WWL arc, 1-45' BEND i INSTALL:* r. 2 .s 1 1-45' BEND ' f NOTIFY ENGINEER OF STA: 4+22.53 4" FIRE WL INSTALL: FLOWLINE 7 1 C,4 f 1-45' BEND 7. .-�.. .✓U r;j " i .-•`/'�'� Y ,.,, yi-�.r !J'�'R r,., L.,,� 7.07 LF. 4 C900 �, r 7 ; t Y ✓Fi r° r t UO7 PVC FIRE WL 5 1.4 r' aq'l In EO f r t 1 -_�,,, s LL_ •U l� sp I s LA PORTS, TX PROTO 14.4 BUILDING AREA - 5.447 SOFT. TOP OF SLAB - 23.00 1.626 ACRES (!L;fiiS so, Ft.) STA: 4+57.50 END 4" FIRE 3!fe WL. BFP IN BUIL"vr DING.. REFERENCE PME-1 PLANS , FOR CONTINUATION. ti.E� z" fJ8€i' nut. coxw ma, ?'r STA: 4+42.81 END 2" DOL UN PLANS FOR CONTINUATION. PMT4L REFERENCE PME-1 sar�laa \\ 31.99 L.F. 2" C900 / ffPVC DOM. WL000000000I T .07 LF. 2" C900 !? VC DOM. WL '1 0 lj77'T/ ! ) M INSTALL: 1-45' BEND 4+15.46 4" STA. 1+00 BEGIN 4" FIRE WL INSTALL: " 1-8"X4" TAPPING SLEEVE 1- 4" GATE VALVE STA. 1+00 BEGIN 2" DOM WL 1-4" DCDA BACKFLOW PREVENTOR IN BUILDING INSTALL* 1-8"X2" TAPPING SLEEVE,.STA. 1+00 BEGIN 1 1/2" IRR WL 1-2" GATE VALVE - - P.O.C. INSTALL 1-1 1/2" DON. METER w/VAULT P"O C. 1-8"X2" TAPPING SLEEVE 'V 1-2 GATE VALVE --- -- - - P.O.C. 1-1 1/2" IRR METER w/VAULT 1-RPZ BACKFLOW PREVENTOR ON CONTRACTOR TO SEE IRRIGATION PLANS FOR CONTINUATION. L,N%tE0/V is COK/ 1 I n,GK?1%ti;,. _ RC k 33 �H) tk 21.0 Ct r.y Ile ;.j Ir j11 H <GO h ]i STA: 2+75.47 2" DOM. WL INSTALL: 1-45' BEND '7.07 L.F. 2" C900 lIl 2+82.54 2" DOM. UT I♦, s J`-121.21 L.F. 2" C900 PVC DOM. WL 29.97 LF. 4" C900 PVC FIRE WLe� 1 11 i STA: 2+85.49 4" FIRE-WL C� INSTALL, Sf11rV' `1-45' BEND F'LSf G6 B )V o6-U9 93 s- o QLJ •...4,04 1 ; 0 2 4 bl- j' STA. 1+00.00 BEGIN 6" WWL. TIE INTO �-- ,�.,_ � / 2 r;,f, t r�>t.,r;,:,1 LOT 6 i NXSTALL 8 WWL P.O.C.~' r..t 22 0 1-CLEANOUT I CONTRACTOR TO FIELD VERIFY EXISTING \ i WW, THE FLOWLINE, AND NOTIFY f f 'yR ``£ . ,t•., i ENGINEER. AN EXISTING WIN MANHOLE IS BURIED AT J LC+T3 K� a 720, " 8727 COLLINGDALE ROAD. CONTRACTOR i w .ncN ONE •� _ OO'•.,� a 21 IS TO FIND EXISTING MANHOLE, VERIFY VOLr=P£i S9 FLOWLINE AND NOTIFY ENGINEER PRIOR BLOCK 2 TO CONSTRUCTION, i 1 LOT2 r t LOT 1 t 1 t t 7 t THE CONTRACTOR OR CONTRACTORS SHALL BID ON PHASE 1 OF THE PROJECT SEPERATE FROM PHASE 2 OF THE PROJECT. THE PROJECT SHOULD BE 1 BID, 2 SEPERATE COSTS. ONE FOR PHASE 1 OF THE PROJECT AND ONE FOR PHASE 2 OF THE PROJECT. tl� ! PHASE 1 RESPONSIBILITIES > (' kk i! 1. ROUGH GRADING AND PAD PREPARATION IS TO BE DONE w ACCORDING TO CHILI'S PLANS AND SPECIFICATIONS. f ='' 1 2. ALL UTILITIES SHALL BE DELIEVERED TO THE PROPERTY LINE r.;, IjI FOR PHASE 2 TO BE ABLE TO CONNECT TO AND EXTEND t ='' TO THE BUILDING ACCORDING TO CHILI'S PLANS AND I Z n ;, ?A .S "d OiAtd t 3. SPECIFICATIONS. PHASE 1 IS RESPONSIBLE FOR ALL IMPACT FEES ASSOCIATED WITH THE UTILITY WORK ALONG WITH ANY TRANSFORMERS, UTILITY METERS, AND OTHER HARDWARE. I jl 4. PHASE 1 IS RESPONSIBLE FOR THE 4' SIDEWALK ALONG THE NORTH SIDE OF THE PROPERTY ON SPENCER HIGHWAY THAT ■ • R� t IS OUTSIDE THE LEASE AREA. It ii < 5. PHASE 1 IS RESPONSIBLE FOR THE COMMON AREA TO THE WEST OF THE LEASED AREA IN WHICH THE 4 0 /v EXTENSION OF DRIVE AISLES, TYPICAL PARKING STRIPING, Ll U) i, FIRE LAND MARKINGS, PARKING, AND CURBS ARE TO BE 1 1;; \ CONSTRUCTED. ;}; V 6. TO THE SOUTH OF THE LEASED PROPERTY, PHASE 1 i IS RESPONSIBLE FOR THE PRIVATE FENCE OR SCREENING ALONG THE RESIDENTIAL SUBDIVISION IF NEEDED. 7. PHASE 1 IS TO COVER THE EXPENSE, PROVIDE, AND INSTALL THE STORM SEWER PER CHILI'S PLANS AND C. ?.l t.' u' SPECIFICATIONS. fi It S s PHASE 2.RESPONSIBILM �l 1. CONTRACTOR IS TO BRING THE UTILITIES FROM THE PROPERTY LINE TO THE BUILDING. 2. CONTRACTOR IS TO CONSTRUCT THE SIDEWALKS WITHIN I THE BUILDING ISLAND AND ALONG SOMERTON DRIVE. 3. DRIVEWAY AND PAVEMENT CONSTRUCTION WITHIN THE PROPERTY LINE. 4. LANDSCAPING WITHIN THE PROPERTY LINE. 5. SLAB AND BUILDING ACCORDING TO THE CHILI'S PLANS } AND SPECIFICATIONS. 8 ( 7 6 ( 5 4 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' LEGEND 66 t5. ACCESSIBLE PARKING k CR -x- YAN C it VAN PARKING CART RETURN CORRAL CHAIN LINK FENCE EXISTING PROPOSED C= DD UGHT POLES. -oE- DOE- OVER HEAD ELEC. LINE -oT- BUT- OVER HEAD TELEPHONE CID, Y POWER POLE -� � STORM SEWER LINE w dt GOWN GUY -W- WATER LINE I QE ELECTRIC METER -WW- WASTE WATER LINE QT ❑T ELECTRIC TRANSFORMER -FM- IFI&� FORCE MAIN ® m ELECTRIC PULL DOX -uE- --UE- UNDERGROUND ELECTRIC -UT- BUT- UNDERGROUND 7ELE FIRE HYDRANT -c- -G- GAS UNE DGW+ p WATER VALVE -_ _- PROPERTY LINE fRJ 0 WATER METER DS-3,4,7 CRITICAL ENVIRONMENTAL ® UTILITY VAULT FEATURE © © GAS VALVE UNITS OF CONSTRUCTION [� m CURB DRAINAGE INLET LL m LANDLORD ® N GRATE DRAINAGE INLET OIL = BRINKER Coo CO • CLEAN OUT DCO Oo OCO» DOUBLE CLEAN OUT 0 0 MANHOLE a BOLLARD SIGN PARKING STALLS UTILITY NOTE LEGEND U1GREASE INTERCEPTOR LOCATION. SEE PME1 SHEET FOR DETAILS AND SPECIFICATIONS. U2FOR REFERENCE ON LY: 2-e PVC CONDUIT SLEEVES FOR IRRIGATION CONTROL LINES. SEE LANDSCAPE PLANS FOR MORE DETAIL U3 SITE LIGHTING LOCATION, REFERENCE TO ARCH/MEP PLANS. UQ. FIRE DEPARTMENT CONNECTION LOCATION. G1GAS COMPANY TO INSTALL GAS LINE FROM EXISTING MAIN TO METER. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY ON INSTALLATION OF GAS SERVICE LINE. G2 GAS ENTRY WITH GAS METER 0 BLDG. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. E1CONTRACTOR TO BEGIN TWO 4" UNDERGROUND ELECTRIC CONDUITS WITH PULL STRINGS ENCASED IN CONCRETE. ELECTRIC COMPANY TO PROVIDE AND INSTALL PROPOSED UTILITY POLE. E2TWO 4" ELECTRIC PVC CONDUITS PROVIDED AND INSTALLED BY CONTRACTOR. PRIMARY CONDUCTOR WILL BE PROVIDED AND INSTALLED BY ELECTRIC COMPANY. LOCATION OF TRANSFORMER PAD. TRANSFORMER PAD WILL BE E3PROPOSED INSTALLED BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND INSTALLATION OF CONDUIT FROM PROPOSED PAD TO BUILDING. CONTRACTOR SHALL COORDINATE WITH ELECTRIC COMPANY FOR PLACEMENT OF TRANSFORMER AND ALL INSPECTIONS. FE-4CI UNDERGROUND ELECTRIC ENTRY AT METER. SEE SHEET PME1. AND IN UNDERGROUNDPROPOSED FTBEGCONTRTR1 NSTAALL 1-2"TELECTRIC CONDUIT FROM EXIS NIG MANHOLEFTO BUILDING. 2" ELECTRIC CONDUIT W/PULI T2-SIRING FOR TELEPHONE. T3 PROPOSED TELEPHONE ENTRY. SEE SHEET PME1. FC fCTRIC BEGIN SHALL INSTALL ELECTRICRCONDUITEFROM PROPOSED POLEATO BUILDINGACTOR C2 PROPOSED 2" ELECTRIC CONDUIT W/PULL STRING FOR CABLE BY CONTRACTOR. C3 UNDERGROUND CABLE ENTRY AT BUILDING. SEE SHEET PMEI. TASK CHART tmLn B.L CONTRACTOR UTILITY COMPANY WATER TRENCH, INSTALL AND BACKFlLL ALL PROVIDE AND INSTALL TAP, METER PIT,' WATER LINES AND APPURTENANCES FROM METER TO BUILDING. AND METER. INSPECT ONSITE COORDINATE INSPECTIONS. INSTALLATION. WASTEWATER TRENCH AND INSTALL ALL WASTEWATER ONES, CLEAN -OUTS, AND PROVIDE AND INSTALL WASTEWATER WET WELLS FROM TAP TO BUILDING TAP. INSPECT WASTEWATER AND BACKFlLL COORDINATE CONNECTION AND INSTALLATION. INSPECTION. GAS COORDINATE UTILITY WORK WITH TAP, TRENCH AND BACKFlLL GAS OTHER CONSTRUCTION ACTIVITIES. LINE FROM MAIN TO BUILDING INCLUDING METER. INSTALL CONDUIT WITH PULL STRING PROVIDE TEMPORARY POWER. TRENCH FROM PROPOSED POLE TO PROPOSED AND PULL CONDUCTOR. INSTALL ELECTRIC TRANSFORMER PAD. INSTALL CONDUIT TRANSFORMER AND POLE. CONNECT AND CONDUCTOR FROM TRANSFORMER TO CONDUCTORS. PROVIDE METER, PAD TO BUILDING. POLE, TRANSFORMER, AND CONDUCTOR. INSPECT LINES. TELEPHONE TRENCH, AND INSTALL CONDUIT PULL TELEPHONE SERVICE FROM WITH PULL STRING FROM MAIN TO MAIN TO BUILDING AND INSTALL BUILDING, AND BACKFlLL. SERVI P -1 COORDINATE SERVICE CONNECTION. YOMFOR DIETAIL TRENCH, AND INSTALL CONDUIT CABLE WITH PULL STRING FROM POLE TO BUILDING AND BACKFlLL COORDINATE SERVICE CONNECTION. NOTES' Z 1. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY AND SHORING. 3 2. ALL UTILITY INSPECTIONS AND COORDINATION ARE THE CONTRACTORS RESPONSIBILITY. 3. ALL WATER LINES SHALL BE CLASS C-900 OR SCHEDULE 80 PVC PIPE, UNLESS OTHERWISE NOTED. 4. ALL UNDERGROUND UTILITY CONDUIT SHALL HAVE SMOOTH SWEEPS OF AT LEAST 36" RADIUS, UNLESS A MORE STRINGENT DETAIL APPLIES. 5. GENERAL CONTRACTOR IS TO FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY IS FOUND HE/SHE SHALL CALL THE OWNER'S CONSTRUCTION REPRESENTATIVE IMMEDIATELY. 6. NO CABLE SERVICE AVAILABLE. SATELLITE DISH PROVIDED. U C N i v t(i e- i f 'V d E EE 0 tn� N a� Q3N � � 1 i � w � E = d O o 3 �n< i No non NEW a Scak As Shown CINiPW 6y. TR Dawn by. CLS RMwed br. FPH Date AUGUST 1, 2006 %11'1 C103 7 OF 16 Project No: 434040 us C C B A 3 1 .37' , 12' l 12' 12' 12' E.J. SPENCER HIGHWAY t1t�_t„(1LL�rk LyJyiiltYF12 -- 12... , 12' 12' '# in ei._ ' a,Y:rvf._�... :qa: m,�Y • a I ,y I / `\ la ; ' • ' (, a , cil i W c'I <'I d ", t<i i.. "� ^ - " ... 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"- r• , i { /• � SA7xt?H I r f!• ij n 4� It t 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' {.L EGMD G�G�� & & & VM CR W -x—x- -x—x- ACCESSIBLE PARKING & VAN PARKING CART RETURN CORRAL CHAIN LINK FENCE EXISTING PROPOSED +.t %tR LIGHT POLES —oE— —CE— OVER HEAD ELEC. LINE —oT— --OT— OVER HEAD TELEPHONE `O> 4 POWER POLE —SS— � STORM SEWER LINE w Jr DOWN GUY —W— — WATER LINE E) QE ELECTRIC METER —m— WASTE WATER LINE mT 0T ELECTRIC TRANSFORMER —fm— —FY— FORCE MAIN ® m ELECTRIC PULL BOX —uE— -GE- UNDERGROUND ELECTRIC —UT— -UT- UNDERGROUND TELE w'r $ FIRE HYDRANT -c- -G- CAS LINE O WATER VALVE ---- PROPERTY LINE ® v WATER METER DS-3.4.7 CRITICAL ENVIRONMENTAL ® ® UTILITY VAULT FEATURE © © GAS VALVE aaawaAp_ii.CW<aa+ LIMITS OF CONSTRUCTION Om CURB DRAINAGE INLET Ea GRAZE DRAINAGE INLET :.y. _..H;<•±��;;F'."e4: +:..:v CONCRETE APRON Coo cooCLEAN our �:�':1�;;:; s;i'; t (SEE DETAIL SHEET C602) DCO oo DCo•• DOUBLE CLEAN OUT .' O • MANHOLE BOULARD .'• HEAVY DUTY CONCRETE SIGN .. a �: ": '' ,'l : ;, •. (SEE DETAIL SHEET C602) 20 ® PARKING STALLS ., •a'^:. LIGHT DUTY CONCRETE (SEE DETAIL SHEET C602) EXPANSION JOINT — _ _ _ _ — CONSTRUCTION JOINT , 1) ALLPROPOSED CURBS ARE INTEGRAL CURBS, AS SHOWN ON DETAIL SHEET C601. 2) ALL ED CURBS ARE MONOUTHICALY POURED, SEE DETAIL SHEET C601. 3) 5" 0 6" CK CONCRETE SHOULD HAVE CONSTRUCTION JOINT SPACING AT 3 12' AX. NO EXPANSION JOINT SPACING AT 75' MAX. 4) 7" THICK CONCRETE SHOULD HAVE CONSTRUCTION JOINT SPACING AT 15' MAX. AND EXPANSION JOINT SPACING AT 75' MAX. 5) SEE SHEET C602 FOR PAVEMENT DETAILS. 6) HEAVY DUTY CONCRETE APRON FOR THE SERVICE YARD SHALL BE POURED 7" THICK. 7) SEE SHEET C602 FOR EXPANSION JOINT DETAILS. 7 8) DOWEL INTO EXISTING CONCRETE AT ALL LOCATIONS ACCORDING TO C E D L ON C602. 9) PHASE 2 IS TO PROVIDE AND INSTALL THE PAVEMENT AND CURBED PARKING AREA ALONG THE WEST PORTION OF THE LEASED PROPE TY AT PHASE 1 EXPENSE. ALL PROPOSED PAVEMENT TE E IL SHEET = ■ u to L i +- 0i � � t 'V d 0 Ln E y E n Q3°n° X N � ,1.,F a i U = i J 0�0 .7 00 W . 0 tZ 5 lolling Q r- d-=�Z V r r g CC W Ll. w V)_ Z U.J Z = LU tl. � Q U V) o- 0 �M W SdIm As Shown DetipW by. TR Dmrtt bY. CLS RevkMaL bY, FPH Data AUGUSTI, 2006 SHEET C104 8 of 16 Project No. 434.040 C C C B V SnvfO AND 11AS14ED YELLAOW PAfNrS;nVPe 7 HIGHWAY O 1 5 GA i PHASE 1 RESPONSIBILITIES 1. ROUGH GRADING AND PAD PREPARATION IS TO BE DONE ACCORDING TO CHILI'S PLANS AND SPECIFICATIONS. . 2, ALL UTILITIES SHALL BE DELIEVERED TO THE PROPERTY LINE FOR PHASE 2 TO BE ABLE TO CONNECT TO AND EXTEND TO THE BUILDING ACCORDING TO CHILI'S PLANS AND SPECIFICATIONS. 3. PHASE 1 IS RESPONSIBLE FOR ALL IMPACT FEES ASSOCIATED WITH THE UTILITY WORK ALONG WITH ANY TRANSFORMERS, UTILITY METERS, AND OTHER HARDWARE. 4. PHASE 1 IS RESPONSIBLE FOR THE 4' SIDEWALK ALONG THE NORTH SIDE OF THE PROPERTY ON SPENCER HIGHWAY THAT IS OUTSIDE THE LEASE AREA. 5. PHASE 1 IS RESPONSIBLE FOR THE COMMON AREA TO THE WEST OF THE LEASED AREA IN WHICH THE EXTENSION OF DRIVE AISLES, TYPICAL PARKING STRIPING, FIRE LAND MARKINGS, PARKING, AND CURBS ARE TO BE CONSTRUCTED. 6. TO THE SOUTH OF THE LEASED PROPERTY, PHASE 1 IS RESPONSIBLE FOR THE PRIVATE FENCE OR SCREENING ALONG THE RESIDENTIAL SUBDIVISION IF NEEDED, 7. PHASE 1 IS TO COVER THE EXPENSE, PROVIDE, AND INSTALL THE STORM SEWER PER CHILI'S PLANS AND SPECIFICATIONS. PHASE 2 RESPONSIBILITIES 1. CONTRACTOR IS TO BRING THE UTILITIES FROM THE PROPERTY LINE TO THE BUILDING. 2. CONTRACTOR IS TO CONSTRUCT THE SIDEWALKS WITHIN THE BUILDING ISLAND AND ALONG SOMERTON DRIVE. 3. DRIVEWAY AND PAVEMENT CONSTRUCTION WITHIN THE PROPERTY LINE. 4. LANDSCAPING WITHIN THE PROPERTY LINE. 5. SLAB AND BUILDING ACCORDING TO THE CHILI'S PLANS AND SPECIFICATIONS. I .S 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' C•/w��t' I.LGMD CR M CART RETURN CORRAL _xK_ I( I( CHAIN LINK FENCE EXISTING PROPOSED -6E- -OEM OVER HEAD ELEC. LINE —Or— --DT- OVER HEAD TELEPHONE STORM SEWER LINE >yt•�• LIGHT POLES -w- WATER LINE POWER E -ww- WASTE WATER LINE wa J DOWN GUY -FU- -FMB FORCE MAIN QE ELECTRIC METER -ur- -4E- UNDERGROUND ELECTRIC -UT- --UT- UNDERGROUND TELE. Q ELECTRIC TRANSFORMER - c - -0- GAS LINE ® m ELECTRIC PULL BOX ---- PROPERTY UNE - M� FIRE HYDRANT DS-3,4,7 CRITICAL ENVIRONMENTAL pGwv O WATER VALVE FEATURE WATER METER �"0'�' LJM17S OF CONSTRUCTION 91 UTILITY VAULT AFL— FL- FL— FIRE LANE © © GAS VALVE —� DIRECTIONAL FLOW ARROW O CURB DRAINAGE INLET ® GRATE DRAINAGE INLET ZE coo coo CLEAN OUT E A)REA# DRANAGE DCO m Dec N DOUBLE CLEAN OUT 9,2Q AREA (STING O • MANHOLE BOLLARD s SIG 14 PROPOSED DRAINAGE AREA# Q ® PARKING STALLS 3.15 DRAINAGE AREA (AM) 66 ACCESSIBLE PARKING k � � EXISTING DRAINAGE AREA VAM VAN PARKING BOUNDARY + PROPOSED DRAINAGE AREA I BOUNDARY ". NOM 1. RE RE U 2. WHERE THE STORM SEWER LINE CROSSES THE UTILITY LINES THE CONTRACTOR SHOULD EITHER ADJUST THE STORM SEWER FLOW LINES.OR ADJUST THE DEPTH OF THE DRY UTILITIES TO AVOID CONFLICT. 3. DO U ALL CONNECT TO 6" PVC, WITH A FLOWLI OF t BEFORE F.F.E. 6" PVC SHALL RUN TO NEXT INTERSECTION OR INLET. 4. NOT ALL DRAINAGE APPURTENANCES ARE SHOWN. TYPICALLY, THERE ARE 8"x6" TEES OR WYES AT INTERSECTIONS. CONTRACTOR SHALL INCLUDE THESE IN BID WHETHER CALLED OUT OR NOT. Pay .u•. •_ li K • REQUIRED DETENTION VOLUME to 1.626-ac. • 0.20-ac.-ft/ac. = 0.326 ac-ft PROPOSED DETENTION VOLUME Al = 0.016 ac-ft A3 = 0.024 ac-ft A2 = 0.015 oc-ft A4 = 0.166 ac-ft TOTAL = 0.221 ac-ft PROPOSED UNDERGROUND STORAGE VOLUME ON -SITE 30" DRAIN PIPES = 0.0425 ac-ft 24" DRAIN PIPES = 0.0127 ac-ft TOTAL = 0.0552 ac-ft PROPOSED OFF -SITE DETENTION TOTAL = 0.0498 ac-ft (0.326 ac-ft - 0.221 cc-ft - 0.0552 ac-ft) FILL VOLUME IN FLOODPLAIN FLQODPLAIN ELEVATION IS LESS THAN 22.00 FILL VOLUME BETWEEN NATURAL GROUND AND FLOODPLAIN ELEVATION OF 22.00 = 113 cubic yards (0.070 ac-ft) TOTAL AREA OF DETENTION MITIGATION CHILI'S ON SITE = 0.2762 cc-ft (0.2221 ac-ft + 0.0552 cc-ft) ON DEVELOPER'S TRACT FOR CHILI'S SITE = 0.1198 ac-ft (0.070 ac-ft + 0.0498 ac-ft) 3"x3" GALVANIZED f " 18" STEEL WIRE MESH n•rn LATCHES 1 40" 1 � LATCHED LID It MMMMMMNUNN000"�momonMMEMNONMMMMMM•• -• •• •ST NTH BID 7MMOM PROPOSED 6' OPOSED MANHOLE MANHOLE GROUT (TIP) 30" 30" H.D.PEE. GROUT,,1 SL CLOSED 6 18" SSL EXCEPT FOR A 6" DIAM. '"OPENING AT THE FLOWLINE .c- OF THE PROPOSED PIPE TRASH CAGE ( 6" PVC PIPE ANCHORED TO M.H. 6" OPENING \ - -'r PROPOSED 16r PIPE DRMNA I OUM STttUC U DETAIL L e e ® I ■ U C w y 4-0-0 p cd �= U o N u Oyn Q3OD x Uw =d a Opp 0 < selling NONNEED LO Z d- V = X k oG LLJ Lu N V V W Z. = 0• Q U cn 0 ce 0 Q M� J W 9 z9 6� Salk As Shown DesVed by. TR Dram by. CLS Reviewed bY• FPH Date AUGUST 1, 2006 SHEET C105 9 of 16 Project No: 434040 1 F C A Tull SOLID AMID Dt5h'ED YELL01V PAI 7151f.',PE DASHED w;;I7E PAfH ai'RIPE ?i.'ti.`hff,l WrlislE I-AfN" j1+?+Pt.- (pf- .,iiY Or IVEE LINE �Obl: :A 112[OW MIrdmm r,l�iG�1 G'A C J RUNOFF COEFFICIENT CEwsm1G 0.45 _ —CPR0Pp9Ep= 0.89 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' LEGEND & & ACCESSIBLE PARKING & CR -I! X- VN1 M: -X X VAN PAPANG CART RERIRN CORRAL CHAIN UNK FENCE EXISTING PROPOSED +,ti►,m LIGHT POLES —GE— SCE— OVER HEAD ELEC. LINE `IL Z POWER POLE —07— --OTC OVER HEAD TELEPHONE Jr —SS STORM SEWER LINE W DOWN GUY —w— WATER UNE ❑E QE ELECTRIC METER —ww— WASTE WATER LINE E ELECTRIC TRANSFORMER —FM— FORCE MAIN ® m ELECTRIC PULL BOX —UE— --M— UNDERGROUND ELECTRIC a —uT— BUT— UNDERGROUND TELL. 0A� Y FIRE HYDRANT — 0 — — 0 — GAS LINE 04W O WATER VALVE ---- PROPERTY UNE ® 0 WATER METER DS-3,4,7 CRITICAL ENVIRONMENTAL m ® U71UTY VAULT FEATURE © © GAS VALVE sir.+i„U.^ LIMITS OF CONSTRUCTION CURB DRAINAGE INLET W— SILT FENCE ® GRATE DRAINAGE INLET coo CO = CLEAN OUT DC000 DCO "" DOUBLE CLEAN OUT O O MANHOLE BOLLARD SIGN 20 ® PARKING STALLS EROSION CONTROL LEGEND O INSTALL STABILIZED CONSTRUCTION ENTRANCE. SEE DETAIL SHEET C603. © —' PLACE 646 LF SILT FENCE. SEE DETAIL SHEET C603. © CURB INLET FILTER DIKE. SEE DETAIL ON SHEET C603 ----------------------------- ODPLACE INLET PROTECTION AT GRATE INLET. SEE DETAIL SHEET C603. AFTER PAVING IS COMPLETE, PLACE TRIANGULAR FILTER DIKE UNTIL ALL AREAS ARE STABILIZED OPLACE TREE PROTECTION. SEE DETAIL ON SHEET C603. 1. A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN CREATED FOR THIS PROJECT BY PARADIGM. A NOTICE OF INTENT HAS BEEN SUBMITTED BY BRINKER TO T.C.E.Q. AND IS PART OF THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR THEIR N.O.I. 2. SILT FENCE INSTALLATION SHALL NOT JEOPARDIZE EXISTING LANDSCAPE VEGETATION ESTABLISHED DURING PRIOR PROJECTS. 3. CONTRACTOR SHALL POST THIS PLAN SHEET IN PROMINENT LOCATION. ANY BMP CHANGE TO THIS SITE SHALL BE ADDED TO THE DISPLAYED PLAN SHEET BY HAND BY THE CONTRACTOR, DATED AND INITIALED. EROSION CONTROL CONTROL NO 1. GENERAL CONTRACTOR AND OWNER ARE RESPONSIBLE FOR PREVENTING THE FLOW OR OFF -SITE TRACKING OF SEDIMENT AND OTHER POLLUTANTS TO EXISTING STREETS AND ADJACENT PROPERTIES. 2. ALL POINTS USED AS A TRUCK EXIT FROM AREAS OF EXPOSED SOIL MUST HAVE A ROCK STABILIZED CONSTRUCTION ENTRY/EXIT FIFTY FEET IN LENGTH WITH 3"-5" OPEN GRADED ROCK WITH MINIMUM THICKNESS 8" DEEP (SEE DETAIL ON SHEET C603). GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS POINTS AND PREVENTING TRUCK EXITS AT UNPROTECTED LOCATIONS. 3.IF "SUMP" PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER THE DISCHARGE TO REMOVE SEDIMENT AND OTHER POLLUTANTS BEFORE THE WATER LEAVES THE SITE. 4. PERIMETER EROSION CONTROL MEASURES AND THE ROCK STABILIZED CONSTRUCTION EXIT MUST BE IN PLACE BEFORE STARTING SOIL DISTURBANCE. 5. DISTURBED SOIL MUST BE STABILIZED WITHIN 14 DAYS IN AREAS WHERE GRADING IS TEMPORARILY OR PERMANENTLY STOPPED FOR MORE THAN 21 DAYS. 6. ALL SURFACE AREAS DISTURBED WITHIN OR ADJACENT TO THE CONSTRUCTION LIMITS MUST BE PERMANENTLY STABILIZED. STABILIZATION IS OBTAINED WHEN THE SITE IS COVERED WITH IMPERVIOUS STRUCTURES, PAVING OR A UNIFORM PERENNIAL VEGETATIVE COVER. THE PERENNIAL VEGETATION MUST HAVE A COVERAGE DENSITY OF AT LEAST 80 PERCENT. STABILIZATION IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES. 7. THE GENERAL CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS AFTER A STORM EVENT OF 0.5 INCH OR GREATER TO MAINTAIN FUNCTION OF THE CONTROLS. MAINTENANCE IS CRUCIAL TO EROSION CONTROL EFFECTIVENESS. EROSION CONTROL MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES. 3 2 - 1 1 l �1 I Q � Z CL Z � � mot' V k oG W Z ,vow~0 ZUNNUMN V VLU °i OZ O V • N M� 0A, W uj W 1 .— q ZR GG As Shown Deftned Lri. TR Drum by. CLS Renewed by. FPH Due AUGUST 1. 2006 SHEET C301 10 of 16 Project Na: 4M-NO r 17 C e T 1 STORM MANHOLE SOLID AND DASHED YELLOW PAINTSTRIPE DASHED WHITE PAINTSTRIPE . DASHED WHITE PAINTSTRIPE T - - - - - - - - - - - - - - - - -�. LOT 5 EXISTING TREE LEGEND TREE t UEXISTING O TO REMAIN EXISTING TREE ` G : TO BE TRANSPLANTED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION . REFER TO 01/1-1.01 P REFER TO PLAN FOR EXISTING TREE TO REMAIN SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE EXISTING GRADE TO REMAIN UNDISTURBED METAL T-POST AT EACH OF FOUR CORNERS SPENCER HIGHWAY SPENCER HIGHWAY (100' R.O.W.) CONCRETE PAVEMENT BRqbKGI-EN >EECgnON ONE OL/153. PCL 99 1 1/2" WATER METER (IRRIGATION ONLY) BY G.C. VERIFY SIZE AND LOCATION 1 1/2" BACKFLOW PREVENTER PER CITY CODE BY L.I.C. CK 2 / )T 2 / / lift LOT 1 \� EXISTING TREE NOTES 1. Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree 2. If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensed Arborist be secured for the treatment of any possible tree wands. 3. No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4. Any fine grading done within the critical root zones of the protected trees must be done with light machinery such as a bobcat or light tractor. No earth moving equipment with tracks is allowed within the critical root zone of the trees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limas of the dripline of any tree. 6. Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8. Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. W9. Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of N ry o the tree's canopy and shall be a minimum depth of forty-eight (48") 0 inches. z � 10. Trenching: Any irrigation trenching which must be done within the CA critical root zone of a tree shall be dug by hand and enter the area in / rD ME a radial manner. r0� r� U 11. Tree Flagging: All trees to be removed from the site shall be flagged LU by the Contractor with bright red vinyl tape (3" width) wrapped C around the main trunk at a height of four (4') feet above grade. G Flagging shall be approved by Landscape Architect prior to any tree O removal. Contractor shall contact Landscape Architect with 72 hour U) notice to schedule on -site meeting. 12. Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence, or other similar fencing with a four (4') foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by �i enclosing the entire circumference of the tree's flunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14. Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. TRANSPLANT NOTES 0 1. Trees shall have ten (10") inches of rootball width for every one (1") S' Inch caliper of tree. OCi 2. Trees shall have one-fourth (1/4) the height of the tree in rootball po depth. 3. Trees shall be dug either by hand or by the use of a tree spade. Tree spade shall be a minimum of 60". 4. Contractor shall be responsible for maintaining all transplanted trees in the event they are unable to replant them immediately after digging. Contractor shall coordinate with other trades such that a digging and replanting can occur simultaneously. 5. In the event transplanted trees have to be held on site, it shall be the responsibility of the Contractor to maintain the trees in a healthy and growing condition. 6. The following list shall be used as guidelines only for holding of trees on site: a. Trees shall be set on grade with the rootball completely covered with compost and mulch. No rootball shall be STORM MANHOLE RIM-21.82' 18"RCP (w)=16.62' exposed. b. Trees shall be wired and staked such that they will not 18"RCP (S)=16.45' blow over. c. Trees shall be watered daily by hand or a temporary drip/trickle irrigation system installed. STORM INLET RIM-21.04' is -RCP (E)=16.69' 7. Replanting trees shall fallow the same planting techniques as i/....18"RCP (w)=16.64' 7 outlined in the Landscape Specifications. _ 8. Live Oak to be pruned by 1/4 prior to transplanting. 9. Crepe Myrtle to be thinned by 1/4 prior to transplanting. BRINKER INTERNATIONAL SPECIFICATIONS All work shall be laid out by Landscape Contractor for the Owners approval prior to start. All material shall be subject to Owner approval. Written approval is required by the Owner for any changes. Landscape Contractor to provide daily cleanup and maintenance through completion. The Landscape Contractor shall take all necessary precautions to protect any existing buildings or structures on the site and shall be held responsible for any damage caused by his work. Guarantee: All material and labor for (12) twelve months after acceptance of project for material either dead or not in healthy condition. Contractor shall water all material during period of project. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over and to straighten or replant all plants which are damaged due to lack of guying or staking if unstaked. Plants blown over by wind shall not cause additional expense to the Owner but be the financial responsibility of the Landscape Contractor. Landscape Contractor shall not be responsible at any time to replace or honor any warranty for the loss of any tree, plants, groundcover, or sod due to fires, floods, freezing temperatures, lightning, winds in excess of 50 mph, or any natural disaster. Unless otherwise specified on these plans, the Landscape Contractor shall be responsible for he fine grading of the planting or any sodded areas. Fine grading shall consist of the final .10 foot of the grade to be achieved. Topsoil material, when called for on the plans, shall be free of hard clods, stiff clay, hard pan, stones larger than 3/4" diameter, noxious weeds and plants, sod, partially disintegrated debris, insects or any other undesirable material, plants or seeds that would be toxic or harmful to proper growth. The Landscape Contractor shall be advised of the existence of underground utilities on the site. Their exact location shall be verified in the field with the Owner or the General Contractor prior to the commencement of any digging operations. In the event they are uncovered, the Landscape Contractor shall promptly notify the Owner. The Landscape Contractor shall be responsible for any and all damages to utilities and such damage shall not cause any additional expense to the Owner. Any damage to unreported lines shall not be the responsibility of the Landscape Contractor. Landscape Contractor shall provide planted and guaranteed unit prices for all work. Plant list quantities are provided as an aid to bidders only. The Landscape Contractor is responsible for verifications of plant material quantities on plan. Improper plant counts made by the Landscape Contractor shall be no cause for additional expense to the Owner. Plants should conform to the American Association of Nurseryman Standards. The Landscape Contractor shall verify the compliance of landscape plans with the city minimum requirements. / The Landscape Contractor is responsible for the protection (with physical barriers) and maintenance of existing and transplanted trees during construction (where applicable). The Landscape Contractor is to adjust planting as needed to allow for the screening of proposed electrical transformers. The Landscape Contractor to coordinate placement of plant material with the site and building lighting locations as per architectural plans. Lawns: Areas to be sodded shall be raked of stones and debris. Debris and stones over 3/4" in diameter shall be removed from the site. All damaged sod will be rejected, All sod must be placed with staggered joints, tightly butted, with no inequalities in grade. Place all sod in rows at right angles to slopes (where applicable). GENERAL NOTES 1. Planting layout, based on prototype landscape plan, is to be provided by Brinker International Design Department. 2. Final location of all planting shall be determined in the field by the Owner's Construction Manager. 3. Any modifications to planting layout, plant materials, etc, shall be approved by the Owners Construction Manager prior to execution. 4. All areas to be irrigated by an automatic irrigation system with time clock and rain and freeze sensors. Landscape Contractor to verify and adjust for any site visibility angles. 5. Landscape Contractor to provide river rock where noted on drawings. River rock to be 'Colorado' River Rock or approved equal, 2%4" diameter. ALTERNATE PLANT LIST PLANT LIST PLANT LEGEND TREES TREES BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS I QUANTITY LA E Nerium oleander Oleander 15 4' ht, container grown, 8' sJ20,Cc Cards canadensis Redbud'Oklahoma' 2 8' ht. B&B, 4' spread min. NOTE: ALL TREES TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES Lagerstroemia indica'Natchez' Avyrica cerifera Crepe Myrtle 'Natchez Wax Myrtle 2 3 8' ht. 6' ht. container grown, 3-5 trunk, no cross canes, 4' spread, matching container grown, tree form, 4' spread, full to base SYMBOL PLANT TYPE " Quercus shumardii Red Oak 3 W cal. container grown, 15' ht., 5' spread, 5' branching ht., matching AS Dwarf Abelia'Edward Goucher QUlmus parvifolia Lacebark Elm 1 3" cal. container grown, 15' ht., 5' spread, 5' branching ht., matching AJ Asian Jasmine SHRUBS BOTANICAL NAME COMMON NAME QTY. SIZE AL NAME REMARKS NOTE: ALL TREES TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES BVJ Blue Vase Juniper Per CL Cleyera Myrica pusilla Dwarf Wax Myrtle 114 30" ht. container full, 20" spr CM Crepe Myrtle 'Natchez DTS Dwarf Texas Sage NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. SHRUBS/GROUNDCOVER DYH Dwarf Yaupon Holly All heights and spreads are minimums. BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS IH Indian Hawthorne All plant material shall meet or exceed remarks as indicated. _ LE Lacebark Elm Abelia grandiflora 'Edward Goucher' Dwarf Abelia'Edward Goucher' 26 5 gal. container full, 24" o.c. LIR Liriope'Big Blue' Blue' Ilex vomitoria'Nana' Dwarf Yaupon Holly 23 5 gal. container full, 20" spread, 24" o.c. LIR LO Lorope'Big bru ropetalum'Rdbud PLANT LEGEND Iunipe,us chinensis'Blue Vase' Blue Vase Juniper 12 7 gal. container full to base, 36" ht. R �Jumperus chinensis'Sea Green' Sea Green Juniper 185 5 gal. container full, 24" spread min., 30" o.c. RO Red Oak Q A I a Leucophyllum frutescens'Green Cloud' Dwarf Texas Sage 60 5 gal. container full, 24" spread min., 24" o.c. SC Seasonal Color PLANT Loropetalum chinese'Rubrum' Loropetalum'Rubrum' 18 5 gal. container full, 24" spread min., 24" o.c. SJ si Sea Green Juniper Green Liriope muscari'Big Blue' Liriope'Big Blue' 105 4" pots container full top of container, 12" c.c. Wax SYMBOL PLANT TYPE Raphiolepsis indica'Clara' Indian Hawthome'Clara' 25 5 gal. container full, 24" spread min., 24" o.c. Ternstroemia gymnanthera QTrachelospermum asiaticum Cleyera Asian Jasmine 12 475 7 gal. 4" container full, 36" ht., 36" o.c. Dwarf Wax Myrtle pots container 3 12" runners min., 12" o.c. OL Oleander OL Seasonal Color 55 4" pots container full, 12" o.c., selection by owner C nodon dact Ion Y Y Common Bermudagrass 9 solid sod, refer to notes LANDSCAPE PLAN ��� NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. 1 "=20'-0" 0 10 20 40 All plant material shall meet or exceed remarks as indicated. L01 n C9xa _ ~ 0 r z co I- C N a H -� O O M CD G. C DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION smr landscape architects, inc 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com NO 1 REVISION City Planning 10,06.06 A1 Plan Review Coordination 10.06.06 Q3 Comments tp O T T O r G LLA a m cc LL UJ Ct0 PROJECT NUMBER 06204 GREET NUMBER L101 ORIONIAI. ISSUE DATE - 09/06/06 m a R E I I _ I I B Iw z N ry ry =W Q - z G � • a w d E E M �j i� U) o El Cr a¢. M .� � N 00U �p 10 IT M o��� ' I '' Dw ROD TP= 1 Iof wb\ o ? ,\ w L o 0 0 m 5��5 \Pv1 0; O OJ O W to to to w J 1 co m o cn � Lc) o a a s N 2 PROP. VALLEY GUTT TP=15.46 E w PROP TYPE "A" 0° • ' cq STM SWR INLET "H" PROP. 181 LF 18" DIA. HDPE 0) 1 FL = 8 53' STM SWR 0 0.20% SLOPE I o SANITARY SEWER TP=15.46 PROP TYPE "A" 0 SAMPLE WELL Z STM SWR INLET TG = 13.77' FL = 9.24' 6 CLEANOUT .- b\ 0 _ ii II II o a I7-TP=17.35 TP=16.40 ~ I rn FIRE LINE (1) 8" 90 DEG BEND DRIVE (1) 8"x6" REDUCER (1) 6" GV & BOX g (1) FIRE HYDRANT a w = PROP. 8" SCH 40 PVC FIRE WATERLINE m to 0 PROP. DOMESTIC 2" OR a M z SCH 40 WATERLINE .- d t- 0 DOMESTIC 0 (1) 2" WIDE BAND SINGLE SADDLE TAP a (1) 2" METER & BOX II a (1) 2" BACKFLOW PREVENTER o M (1) 2" 90 DEG BEND �I _ Fa _o 30 PROP DIA DRIVE IRON ROD 3 TP-lAA6 a G a GL=1 .92 z N O U H O i d 0 I rn 0 E 0 i rn 0 0 0 0 0 n N c � J c��oo P\ao �e 6ro PROPERTY LINE N 03'00'40" E - 991.00' EDGE OF BUILDING / n� o nn, PROP TYPE "A" SWR INLET;E -TG--= 13.77' FL = 8.80' PROPOSED BUILDING A-4 11.38 ACRES - PROPERTY AREA 247,450 SQUARE FEET - BUILDING PAD AREA FINISHED FLOOR =18.80 a7,2 PROP.'I 157LF 18" DIA. PROP. REINFORCED 16 82 HDPE STM SWR 0 CONCRETE PARKING 0.70% SLOPE AREA PROP TYPE "A" STM SWR INLET "A" �) 00 PROP TYPE "A" STM SWR INLET "D" TG = 13.77' 24"FL = 8.51' 21"FL = 8.72" PROP TYPE "A" STM SWR I LET "E" TG = 13.77' FL = :9.25' EDGE OF BUILC1,ING PROP. 186 LF 21" DIA. HDPE STM SWR 0 0.28% SLOPE �- Z MARK DATE DESCRIPTION BY A 9-18-06 IS LED FOR REVIEW CJE 0 10-16-06 ISSI ED FOR APPROVAL CJE EL GEND EXIST. PROP. POWER POLE • 0 SAN SWR MANHOLE 8 $ FIRE HYDRANT -Y4" DIA IRON ROD W/ -0- -0- WATER VALVE COTTON SURVEYING CAP O STM SWR MANHOLE ❑ O STM SWR INLET T =16.4 3 ' `o z ABBREVIATIOP S w o BL BUILDING LINE PN POLYVINYL CHLORIDE co ❑ bi M DIA DIAMETER TG TOP OF GRATE w m w ao w FL FLOW LINE TF TOP OF PAVEMENT " a -i ( PROP. 8 SCH 40 PVC FIRE WATERLINE S: GUTTER LINE W(= WATERLINE EASEMENT FIRE DEPARTMENT CONNECTION NOT FOR THE SPRINKLERS TO BE PLACED ON BUILDING EXTERIOR I a o 1�p 1. PROPERTY ZONED AS PLANP ED UNIT DEVELOPMENT (PUD). m LiQO O o a w o50� 2. GENERAL PLAN AND SPECIAI CONDITIONAL USE PERMIT LO y o,-TP=1I5.81 cn o T #SCU06-006, DATED 9-11-OE �o�co' DTP=1I5.71 a o OP�QO��O� 2 J�F- 3. PARKING LOT AND PAVEMEN ' DESIGN BY OTHERS. SANITARY SEWER ( `w PROP. DOMESTIC 4. DETENTION REQUIREMENTS f )R THIS TRACT ARE PROVIDED SAMPLE WELL Ie WITHIN THE PORT CROSSING RI GIONAL DETENTION BASINS. I IN 2" SCH 40 PVC TP=15.33 t� WATERLINE 5. UNLESS OTHERWISE NOTED ALL "TYPE" CALLOUTS REFER TO CITY OF LAPORTE STANDARI DETAILS. 6" CLEANOUT PREVENTERKFLOW 6. BEING IN TIRZ # 1, SECT DN 106-680, EXTERIOR CITY MAINTENANCE BUILDING DESIGN STANDARDS < iALL BE APPLICABLE TO THE TP=17.27 - TERMINATES AND PRIVATE SITE. TW=17.94 -- 10.0' LE MAINTENANCE BEGINS =17.35 7. FILING DATE: November C 3, 2006 _ - � T TP=15.2 (1) 8"x6" REDUCER (1) 6" GV & BOX (1) FIRE HYDRANT ELEVATIONS SHOWN ARE BASE[ ON FLOOD PLAIN REFERENCE ® ® PROP TYPE "A" STM MARKER NO. 010295 LOCATED AT THE INTERSECTION OF SWR INLET "G" McCABE ROAD AND POWELL R( ND WITH A PUBLISHED TP=16. TG = 13.40' ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. o FL = 9.25' FLOOD HAZARD AREA: ACCORDING TO MAP NO 4820 C0945J OF FEDERAL PROP. 382 LF 6" SDR 26 PVC o I I EMERGENCY MANAGEMENT AGENY'S FLOOD INSURANCE RATE TG "= 13.54' PROP TYPE "A" SAN SWR 0 1.00% SLOPE MAPS FOR HARRIS COUNTY, DA 'ED NOVEMBER 6, 1996, THE 10. ' WLE P= 4 24 FL = 7.67 TP= 14.30 STM SWR INLET TP= 1 . 1 ri TP= 14.80 L SUBJECT TRACT IS SITUATED W SHIN UNSHADED ZONE "X'• 18"FL = 8.14' (INLET WA TG = 13.88' x x � TP= 1 .31 ' 18"FL = 8.1T INLET "H" 30"FL = 7.25' / DOMESTIC DEFINED AS AREAS DETERMINE(' TO BE OUTSIDE THE 1n ( ) PROP. 118 LF 24" DIA. HDPE o PROP. 74 LF 24" DIA. HDPE 24"FL = 7.86' STM SWR 0 0.55% SLOPE o C _ 1 / I (2) 2" 45 DEG BEND 500-YEAR FLOOD PLAIN. . _..- _ - ._- _. -_- " P=13.89 FIRE LINE TP=14.34 284 LF 6" SDR 26 PVC WR 0 1.00% SLOPE PROP STM SWR MH 48 FL 55.82 24"FL = 7.32' TIE-INTO-PRDP-. SAN SWR MH (BY OTHERS) FI = 4.33' L ppi .. 0 ; ; I - I TP= 14.70 18 FL = 8.23 14.21 _ _A2) 87X8" TEE (2) 8" 45 DEG BEND I I PROP. 9-LF 18 DIA. HDPE STM SWR 0 0.32% SLOPE ,TP= XTP= --------------- ---- ----- PROP STM SWR MH F - _ _ _ _ _ - - - TIT 8 90 DEG BEND - - - - - - BY OTHERS „ \ / r PROP. 79 LF 30 DIA. HDPE „ " I PROP STM WR MH 48"FL = 6.87' (1) 8 x6 REDUCER 48" STORM SEWER AND STORM STM SWT 0 0.48% SLOPE 30"FL = 6.87' (1) 6" GV & BOX 8" OTHERS SEWER INLETS (BY OTHERS) 1 FIRE HYDRANT 48"FL = 8.13' ((( DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE -- -----------50' 12" SANITARY SEWER AND SANITARY EXXON GAS PROPERTY SEWER MANHOLES (BY OTHERS) LINES LINE BUILDING LINE, BUFFER AND UTILITY I 18"FL LANDSCAPE -� EASEMENT 50' EXXON PIPELINE = 9.00' •. - EASEMENT - - -- SEAL AREA ••""�� OF SEAL AREA DRVE --- �-TP=14.16' "N 03'00'40" W - 991.43'_ - -CF N0. E019983 HCOPRRP "TP= 14.3 GL=13.6 - °-. ° - - =13.76 8" WATERLINE FUTURE EDGE OF PROP EDGE OF EXIST EDGE SOUTH 16TH STREET (POWELL = =' ROAD) (BY OTHERS) STORM SEWER AND STORM PVMT (BY OTHERS) PVMT (BY OTHERS) OF PVMT o 0 GL=13.62 1 SEWER INLETS (BY OTHERS) o 1 FI E HYDRANT 12" WATERLINE 4' SIDEWALK FIRE HYDRANT FORCE MAIN FIRE HYDRANT FIRE HYDRANT (4 OTHERS) X-(BY OTHERS) Z (BY OTHERS) /-(BY OTHERS) //-(BY OTHERS) (BY OTHERS) -� I (BY OTHERS) TIE INTO PROP. SAN SWR MH (BY OTHERS) RIM = 13.70' FL = 5.72' CITY OF LA PORTE SURVEY MARKER NO. 11 -Y4" DIAN, ROD IL=13.46 DOMESTIC (1) 2" WIDE BAND SINGLE SADDLE TAP (1) 2" METER & BOX (1) 2" BACKFLOW PREVENTER FIRE (1) LINE 12"X 8" TS&V IRRIGATION (1) 2" WIDE BAND SINGLE SADDLE TAP (1) 2" METER & BOX (1) 2" BACKFLOW PREVENTER (1) 2" PLUG OWNER/ DEVELOPER MARK STUDTMANN PORT CROSSING LAND, LP C/O ML REALTY PARTNERS, LLC THE CHANCELLORY ONE PIERCE PLACE, SUITE 450 ITASCA, IL 60143 ............r 4 f JASON ECKERT i o ; 94993 ��.. :</CENSE�'�e'�' took L 0 25' 9 100' 1 "-50' GOLDSTON EN "7INEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSII G LAND, L.P. PORT CROSSING BUILDING A-4 LA PORT:, TEXAS MAJOR DEVELOPI A NT SITE PLAN 1842 S. 16th ST POWELL ROAD PROD. NO. A06019-0.3 SCP E 1 SHEofET 3 REV. DRWG. N0. SHC NN 0 06 8033