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HomeMy WebLinkAboutKFC-PIZZA HUT SITE PLAN0 I a a CL w W Z m M i m aw m x � a a _Z N m m z' a Ely F' m Wp o0 Y a o E� N H 00 �+ .~L)= = N eq N SCALE: 1"=20' 0 10 20 30 40 PROPERTY LINE - - BUILDING LINE - EASEMENT TREE WV" WATER VALVE 0 �b2 EXISTiNG ELEVATION x V DasnNG TOP OF CURB ELEVATION oo. FL-W.1 I (NW) DUSTING FLOWLINE ELEVATION TR-62.71 EXISTING TOP OF RIM ELEVATION PP 0 POWER POLE • MANHOLE F.H.+ FiRE HYDRANT SANITARY MANHOLE- TR=16.52 30" FL=4.62 (N&S) 8" FL=6.22 (E) I I- W LU RI 1- 3 = Ip c0 L.. 1r I x tiro tile• 4 �6. 1�. I w F w v JI' z O v -r I 30.0' I 3 0 3 SANITARY MANHOLE'e TR=16.79 30" FL=4.60 (E&S) 8" FL=8.80 (W) b~ T.B.M. tile• hh 1p X,1- Xti0- CONCRETE 1 5 P RKI N 3 E PACIle- 0 ~ oh 16' U.E. FILM CODE 831 5 Lh ,� EAT 160.00' r__T<��_FND 5'X%tRIAL EASEMENT FC 383145 10' BUILDING LINE-F�383145 1/2' IR - - - I LOT 3 KROGER-FAIRMONT PARKWAY CENTER FILM CODE 383145 H.C.M.R. I12 X� ti� I 14" PECAN TREE I w 6 JI x Z 0.73466 RACRES oI m) oI 32,000 SQUARE FEET I�h xtip' + I SANITARY MANHOLE TR=17.71 30" FL=4.71 (N&W) eo x'^ X20' BUILDING LINE FC #383145 P.O.S. FND 5/8' IR 6A ti^ . b ti O C N F.H. �° 4° SIGN WEST 160�0' tip' �`- WV A. q� hh bh STORM MANHOL he� ° 71� TR=17.20 24" FL=11.91 h� �o �` a �. " a• : -- - - - �R. a�.. o IN MINN, a2 ti X x~ twPED X x a t1b ASPHALT o ` d SIGN4' 61 �� ti� IN,�� 'i �• Xti 11� ti ASPHALT ti0• x FAIR14ONT PARKWAY R.Q* WIDTH VARIES x CP % x` AN X-^ oh x~^ ,L ti2 a a•Qi -h4------ �g. x do tie FND 1/2' IR LOT 2 KROGER-FAIRMONT PARKWAY CENTER FILM CODE 383145 H.C.M.R. CONCRETE �1• - x - SET 5/8' IR W/CAP CONCRETE ASPHALT NOTES BUILDING1.) SUB%IIECT TRACT IS ZONED W MOM COMMERCIAL DISTRICT 2.) MAXIMUM HEIGHT FEET. NO . -�] -,. ALLOWED WITHIN 15 ] 1 -�7 SURFACE TEMPORARY BENCHMARK CITY OF LA PORTE SURVEY MARKER NO. 33 ON HWY 146 AT FAIRMONT PARKWAY. 'EL-14.13 1978 ADJ. T.B.M. TOP OF LETTERS 'FIRE' ON FIRE HYDRANT AT THE NORTHWEST CORNER OF FAIRMONT PARKWAY AND 14TH STREET. EL: 19.25 ear - r] -] r] 1 Q-I 21 • . P t l SCHEDULE "B' ITEMS 1 BLANKET IN NATURE, AFFECTS SUBJECT TRACT 9a SHOWN ON do AFFECTS SUBJECT TRACT 9b BLANKET IN NATURE, AFFECTS SUBJECT TRACT 90 BLANKET IN NATURE, AFFECTS SUBJECT TRACT 9d BLANKET IN NATURE, AFFECTS SUBJECT TRACT 9e BLANKET IN NATURE, AFFECTS• SUBJECT TRACT 9f BLANKET IN NATURE. AFFECTS SUBJECT TRACT 99 BLANKET IN NATURE, AFFECTS SUBJECT TRACT 9h BLANKET IN NATURE, AFFECTS SUBJECT TRACT VICINITY MAP NTS METES AND BOUNDS I DESCRIPRON OF Game ACRES OR 32,000 SQUARE FEET OF LAND BEING ALL OF LOT 3 KROGER-FAIRMONT PARKWAY CENTER AS RECORDED IN FILM CODE NO. 383145 OF THE MAP RECORDS, LOCATED IN THE CRY OF LA PORTE, HARRIS COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS WiTH BEARINGS BEING REFERENCED TO SAID FILM CODE NO.383145: BEGINNING at a 5/8-inch iron rod found at the Northerly line of Fairmont Parkway and the Easterly ilne of 14th Street THENCE North, a" -the East One of I ft Street, 200.00 feet to a i/2-inch iron rod found at the Northwest comer; THENCE East along the South line of Lat 2 of Kroger -Fairmont Parkway Center, and the South One of a 16-foot wile UtIty Easement. 160.00 feet to a 1/2-inch iron rod found at the Northeast Comer; THENCE South a" the West line of said Lot 2. 200.00 feet to a 5/8-4nch iron rod with a cap, set at the Southeast Comer; THENCE West along the North One of Fairmont Parkway. 160.00 feet returning to the POINT OF BEGINNING. no surveyed and shown hereon le the same property as described in title cwnm� ot782700. dated AorO 18. 2001 "soared by Lawyers Title Insurance CERTIFICATE TO: GE CAPITAL FRANCHISE FINANCE CORPORATION, A DELAWARE CORPORATION AND THEIR RESPECENE SUCCESSORS AND ASSIGNS. LAWYERS TILE INSURANCE CORPORATION, AND FIELD'S FAST FOODS, FLP This In to certify that. this map or plat of survey (this 'Survey Maps) of the real Corporationra(nU commitment specifically no. 0178Ydin Lawyem Title 7GD, dated April 16. 200Insurance (th e 'Commitments), (i) is based on a field survey made on June 12, 2001. by me or Minimumidirectly nder Standard DoingRequirements mW Classifications forsupervision in accordance with the most e Land Title Surveys, Rams 1,2,3,4,8.7(a), 7(b), 7(a). 8. 9, 10,' iIa. and 13 through 16 of Table A thereof, pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM, and in effect on the date of this certification. undersigned further certifies that the proper field procedures, instrumentation, and adequate survey personrsl Were emfted in order to achieve results comparable to those ' outlined in the 9Ainimum Angle. Distance and Closure Requirements for Survey Measurements Which Control Land- Boundaries for ALTA/ACSM Land 'Rile Surveys', (2) was prepared in accordance with and includes all Rum 9nd information required by the document tided 'Survey Requirement; for GE Capital Franchise Finance Corporation. a Delaware Corporation dated August 3, 2001. and (3) to the bast of my profledonai knowledge, information and belief, A) This Survey Mop correctly represents the facts found at the time of the survey; B)s are no discrepancies between the boundary Tines of the Property as shown on this Survey Map and as described in the legal description presented in the Title Comibnent C)Thm boundary Tins dimensions a shown on this Survey Map form a mathematically closed figure within 0.1 foot; D) Ths boundary Ones of the Property are contiguous with the boundary lines of all adjoining streets, highways. rights -of -way and easements. public or private. as described in their most recent respective legal descriptions of record; and E) Except as otherwise noted below. if the Property ccnNsfs of two or more parcels. there are no gaps or gores between said parcels. The undersigned understands and agrees that the parties to=whom this certfy ation is addressed will be raying upon this survey for accuracy with respect to the Property. ^4r �QCQtJ r �rsrtgFo' Donald C. Bradford D0W6HARLE£BFMMRD } Texas egistration ►fig C�o..i7ne2S j y,.o90 4728# *0 7810 Boothline Road Fssslo•.tD Richmond. Texas 77469 SURVF' The property described and shown hereon is the same property described in Lawyers Title insurance Corporation We commitment t 017627GD dated April 16, 2001. OF 1 �1 91-1i. cc w ul Z N' W � � c � G a m z 3 z Z N m z a nr H a �w 0 0 � p x Tit y n F m� oUN u7 TOTAL SITE AREA= 32,000 SQ. FT. BUILDING AREA= 2,709 SQ. FT. REQUIRED LANDSCAPE AREA (6% OF 329000)= 11920 SQ. FT. TOTAL LANDSCAPE AREA PROVIDED= 9,582 SQ. FT. AREA PROVIDED WITHIN FRONT AND SIDE YARDS= 3,144 SQ. FT. SANJITARY MANHOLE TR 16.52 30" FL=4.62 (N&S) 8" L=6.22 (E) R10.0' 27 (( V R10.0' SANITARY MANHOLE SANITARY MP TR=16.79 TR=17.71 30" FL=4.60 (E&S) 0" FL=4.71 8" FL=8.80 (W) ;"/-LB.M. WV v STORM MANHOLE TR=17.20 24" FL=11.91 c R15.0' 20.0' DU (�� O Z z 0 J m 0 1 L-- R12.5' EAST EXISTING I TO BE REI Uil 19 34.0j 6_5' KPx4O 2709 SQ FLC 0 to 19 160.00, 28.0' 14.0' N11 O L-n 7(�) m 20.0' -12.5' fD f R12.5' /- R12.5' `- R2.0' IN 20.0' JI 24.0' A 1s 23 R12.5' 913 3 \ n 3 19 R1 .0' 3 _ _R12.5' � 19 n 10 WEST LEGEND R15.0' PROPERTY LINE ---- EXISTING SANITARY SEWER LINE - --- EXISTING WATER MAIN --- EXISTING STORM SEWER - - - - -- 2 EXISTING GAS MAIN - E --- PP EXISTING POWER POLE do O.H. ELECTRIC LINES c -- EXISTING GUY WIRE &ANCHOR FAIRMONT PARKWAY .F6po�oo EXISTING ELEVATION -60G._,- EXISTING CONTOUR & ELEVATION LIGHTING SCHEDULE 13 -600- PROPOSED FINISH GRADE CONTOUR & ELEVATION PROPOSED SANITARY SEWER LINE TYPE FIXTURE PROPOSED 1 1/2 - WATER LINE A 0GBR-FP-507-010B-24-BRZ-2RDD PROPOSED 2' GAS LINE B QGBR-5-507-D180-24-BRZ PROPOSED UNDERGROUND ELECTRIC SERVICE C QGBR-FP-507-S-24-BRZ (NO. k SIZE OF CONDUITS NOT DEFINED) D QGBR-2-507-S-24-BRZ PROPOSED UNDERGROUND TELEPHONES MOTM't Al QGBR-FP-507-0180-24-BRZ-1RTD (NO. do SIZE OF CONDUITS NOT DEFINED REFLECTOR MUST BE FIELD ROTATED BY THE CONTRACTOR TO CORRESPOND PROPOSED STORM DRAIN LINE WITH THE DIRECTION INDICATED BY THE ARROWS ON THIS PLAN. PROPOSED DIRECTION OF DRAINAGE FLOW ARROW 24' POLES TO BE MOUNDED ON CONCRETE PEDESTALS 2' ABOVE o- p GRADE. F PROPOSED HALIDE YARD LIGHT A TOTAL' HETGHf OF 28 . �a ❑ PROPOSED HALIDE YARD LIGHT W/ROTATED REFLECTORS POLE SIGN SCHEDULE to O C.O. PROPOSED CLEAN OUT rfPE_ HEIGHT ABEL Cumas P.C.C. PORTUWD CEMENT CONCRETE PYIAN Wx14' 26' OAH W/4,� 2��E BOARD 1 20 AMP AMP O 0 O N Mole - . •al •a- 1 •r :aa 1. a -r al : . -a- •- a. I • / . -a a 1 Lyh • �� a' a 1 '1 / lal 1♦EIC I m / 1 a -_l 11 emu al a • «• �•' a• 1' 1 N 12161 «• • .ra• 1 1 . •Ir - as 1- -a• • . I .-1 7 h 1 1 .. 1 •a . . Ir -a • 1 la' `i• a 1 1• 4 - a'1' a/ �• a aa• - r a -al ri •- • a•1 •' a1 rl m •i / 1 •i • 1 1 1 al :aa «•- r 1 / 1 a• r• • 1 « a, � • / al / a 1 1 • «• Myl - 1 'la' - • 0.7 « 0. val 4 1-'i 1 ��ti-�• 14+Si•y 1 t•v �7.4! VKI±•v 1'•v.Ui �4Sv !/ PXI .V CONSTRUCTiOON® MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEED- o m o ING WiTH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA N COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE A. o o� REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS o IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. $4 8. WATER SERVICE MATERIALS SHALL BE COPPER TYPE 'K'. DIAMETER SHALL BE AS NOTED ON THESE PLANS AND SHALL E INSTALLED WITH 24 MINIMUM COVER o = OR BELOW FROSTLINE WHICH EVER IS GREATER. CONTRACTORS PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTANCES REQUIRED BY THE UTILITY NT-o"' o z y �n TO PROVIDE A COMPLETE WORKING SERVICE. 1 2 =N NU� o y aM 0 p X - �o �3 v a LQ J ~ !n N_ C ny C _j O N il wwo SITE KEY NOTES: w 1 CONSTRUCT 6- P.C.C. PVMT. W/ #4 BARS O 15' C-C E.W. (3000 PSI O 28 DAYS). O/ 0 V LIME STABILIZED SUBGRADE, (8x LIME BY DRY , TxD(OpT� SPEC ITEM 260. r COMPACT TO 95x STANDARD' PROCTOR MAXIMUM DRY (ASiM D698) AT V A MOISTURE CONTENT WITHIN Ox TO +3X OF OPTIMUM MOISTURE. 0 CONSTRUCT 50 P.C.C. PVMT. W/ i3 BARS O IS" C-CE.W. (3000 PSI O 28 DAYS). o O5 gMYG .(ASPEC �' COMPACT T9STANDARD PROCTOR MAXIMUM DENSITY (ASTM D698) AT v A MOISTURE CONTENT WITHIN Ox TO +3x OF OPTIMUM MOISTURE Q3 CONSTRUCT 6' P.C.C. CURB ON PROP./EXIST. CONC. PVMT. PER DETAIL SHEET C-5. ® CONSTRUCT 6' P.C.C. INTEGRAL CURBWALK PER DETAIL SHEET C-5. O5 NOT USED © CONSTRUCT P.C.C. HANDICAP RAMP - MAX. SLOPE! 1:12. PER DETAIL SHEET C-5. �. ® CONSTRUCT P.C.C. RAMP - MAX. SLOPE 1:12, PER DETAIL SHEET C-5. a Q7 CONSTRUCT P.C.C. SIDEWALK AT BUILDING PER DETAIL SHEET C-5. YS ® CONSTRUCT 7- THK. P.C.C. PAD PER DETAIL SHEET C-6. I- O9 CONSTRUCT SINGLE TRASH ENCLO. ON 7' P.C.C. PAD PER DETAIL SHEET C-6. Z ® KCE/PRZA HUT POLE SIGN - SEE POLE SIGN SCHEDULE THIS SHEET. = F i© NOT USED fi 4 0 r ® MENU BOND, SENSOR LOOP & SPEAKER PEDESTAL PER DETAIL BY 1�1 SIGN SUPPLIER. FOUNDATION BY GENERAL' CONTRACTOR PER DETAIL SHEET C-5. © INSTALL 1000 WATT METAL HALIDE YARD LIGHT FOUNDATION PER DETAIL W N Q W SHEET C-6. SEE LKNiTiNG SCHEDULE THIS SHEET. 0.. ; INSTALL GUARD POST PER DETAIL 14 SHEET C-5. IL O INSTALL 6'-0' LONG P.C.C. WHEEL STOPS PER DETAIL SHEET C-5. 0. NOT USED ILw PAINT TRAFFIC ARROWS YELLOW PER DETAIL SHEET C-5. SEE SPEC. NO. 02751-2.1G PAINT HANDICAP SYMBOL -WHITE ON BLUE BACKGROUND PER DETAIL SHEET C-5 SEE SPEC. NO. 02751-2.iG O ® LANDSCAPE AREA, SEE LANDSCAPE PLANS. O ® INSTALL KFC/ PIZZA HUT FURNISHED CONCRETE TRASH RECEPTACLE W/4• THK. CONC. PAD TO MATCH SIZE OF RECEPTACLE *' ® CONSTRUCT SIGN BASE FOUNDATION DESIGNED BY OTHERS. w, I NOTES: ® NOT USED 1. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 2.) HANDICAPPED ACCESS ROUTE IS FOR INFORMATIONAL PURPOSES ONLY. DO NOT PAINT. �' �'' D. PAINT 4' WIDE SOLID STRIPE -YELLOW. SEE SPEC. NO. 02751-2'.10 CONSTRUCT MENU BOARD FOUNDATION PER DETAIL SHEET C-6. CONSTRUCT P.C.C. DRIVEWAY PER DETAIL SHEET C-6. HANDICAPPED PARKING SIGNS PER 'DETAIL SHEET C-5. SAWCUT EXISTING PAVEMENT TIE IN PROPOSED PAVEMENT. ® sWNEL PROTECTION SIGN PER DETAIL SHEET C-6. ® K BASE AN UME CONSTRUCT STABILIZED HALT DRIVEWAY 30 _ OVER So _STABILIZED ( BX LIME BY (TzDOT 340 )) BGRADE COMPACTED TO ssx MAx DENSITY PER ASTNA o-ess DRY WEGlTf) SU REVISIONS NO DATE DBMPRON 9/5 PER CTIY'S CDMMENr 0 0 CITY APPROVING AUTHORITY CERTIFICATE Al I CONTACT DATE .. CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1-800-245-4545 COORDINATING COMMITTEE SOUTHWESTERN BELL TELEPHONE (713) 973-4802 RELIANT ENERGY (713) 945-4252 TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS- FOR TRENCH SAFETY SYSTEMS CONFORMING TO. OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED APART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEERASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED. FOR BID, THE,BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF KFC/PIZZA HUT IN CONFORMANCE WITH THE ORDINANCE OF THE CITY OF LA PORTE. BUILDING TYPE COMMON NAME TSM: KPx50 9 CITY OF LA PORTE SURVEY MARKER BY. / DTS NAME NO. 33 ON HWY 146 AT FAIRMONT PARKWAY. REC R, PLAINKING DEPARTMENT K P x 5 O ELEVATION: 14.13 1978 ADJ. KCE JOB 0 2 0 0- 0 q I SITE PLAN ACCURACY CERTIFICATE TOP OF LETTERS "FIRE" ON FIRE HYDRANT __ PROTOTYPE ISSUE DATE AT THE NORTHWEST CORNER OF FAIRMONT ATE OF E LAWS OF THE THEREBY TE IXAS TO PRACTICE RTHE PROFESSIONEGISTERED iROFHENGIN ENGINEERING O 1 PARKWAY AND 14TH STREET. AND CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND STORE NUMBER ELEVATION: 19.25 CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. FEMA NOTE: ACCORDING TO THE FEDERAL EMERGENCY �_ -� SHEET NUMBER MANAGEMENT AGENCY FLOOD INSURANCE MAP NO.48201CO945 J REVISED DATE NOVEMBER 6, 1996, THE SUBJECT PROPERTY LIES WITHIN ZONE X (UNSHADED), AREAS KE HEN DETERMINED TO BE OUTSIDE 500-YEAR TEXAS REGISTRATION NO. FLOODPLAIN. a z z� �m w om �� z F E m am i -10om NH 00 0 �o x A� SAN TARY MANHOLE I TR 30" 16.52 , FL=4.62F�8I f 1 PP 2 8" L=6.22 (E) b� 3 TC� 9 0 MATCH EXISTING TP=18 0 PAVEMENT 3 2� ELEVATIONS I I cc 1 'Zi MATCH XI IN PAVEM ELEVATE NS ~ TC W - TP 1 0 W i- �� N �o Q; ��, b. x fib• hq � LL_ UY Ulm W D 0 J U Z ., z ~ _ J U U b }L~ SIGN TC' 18. TP--=:18.30 a FF=19.00 KPx50 2709 SO. FT. 30 x C O N C R E T E 1 5 P R K I N P A C E 16' U.E. FIL CODE 3831 xti`O tib x pb fob 160.00 TP=18.10 � tit FND 1/2' IR W f- w G_ x Z U U SANITARY MANHOLE SANITAR NH • MA STORM• II'• •' CONCRETE ATCH EXISTING PAVEMENT ELEVATIONS t do kl SET 51v -IR W/CAP 1\ CONCRETE LEGEND l� lb x ASPHALT �� lbb o o ti D, PROPERTY LINE �1. ,1. SIGN ��^ o� 1' �� 1 11 1 x �1 oo ASPHALT EXISTING SANITARY SEWER LINE (�l qo - EXISTING WATER MAIN ti11 � --•_• ASPHALT EXISTING STORM SEWER x o. MATCH EXISTING - - - - - EXISTING GAS MAIN ° PAVEMENT qol E PP EXISTING POWER POLE & O.H. ELECTRIC LINES ELEVATIONS C EXISTING GUY WIRE do ANCHOR xti�' + 600 p0 EXISTING ELEVATION FAIRMONT PARKWAY �b, -60p__,- EXISTING CONTOUR do ELEVATION -600- PROPOSED FINISH GRADE CONTOUR & ELEVATION x,� Xtil X% a` PROPOSED SANITARY SEWER LINE t x tit - PROPOSED 1 1/2 " WATER LINE PROPOSED 2" GAS LINE DETENTION AREA - - - - PROPOSED UNDERGROUND ELECTRIC SERVICE (NO. & SITE OF CONDUITS NOT DEFINED) EFICE Pools NED .SIENNUSTELEPHONE SIZE COI NOT PROPOSED STORM DRAIN LINE tih tih PROPOSED DIRECTION OF DRAINAGE FLOW ARROW a-❑ PROPOSED HALIDE YARD LIGHT E-0-0 PROPOSED HALIDE YARD LIGHT W/ROTATED REFLECTORS 0 C.O. PROPOSED CLEAN OUT P.C.C. PORTIAND CEMENT CONCRETE .N SCALE: 1 "=20' 0 10 20 30 40 . DETENTION CALCULATION TOTAL AREA=,0.734 AC DETENTION REQUIRED= 0.2 AC-FT/AC ( 0-3 AC) V D-REQ. =0.2 X 0.734= 0.146 AC -FT = 6395 C.F. DETENTION PROVIDED DETENTION AREA =. 17550 S.F. AVERAGE DEPTH =-0.4 FT. TOTAL DETENTION PROVIDED VD -PRO.= 17550 X 0.4 = 7020 C.F. > 6395 C.F. Al CAUTION ! .BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1-800-245-4545 COORDINATING COMMITTEE SOUTHWESTERN BELL TELEPHONE (713) 973-4802 RELIANT ENERGY (713) 945-4252 TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. IMF CITY OF LA PORTE SURVEY MARKER NO. 33 ON HWY 146 AT FAIRMONT PARKWAY. ELEVATION: 14.13 1978 ADJ. TOP OF LETTERS "FIRE" ON FIRE HYDRANT AT THE NORTHWEST CORNER.OF FAIRMONT PARKWAY AND 14TH STREET. ELEVATION: 19.25 FEMA NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO.48201CO945 J REVISED DATE NOVEMBER 6, 1996, THE SUBJECT PROPERTY LIES WITHIN ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. CONSTRUCTION NOTES I. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE. CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM . PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW. SECTION 75Z HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR.THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED. CALL RELANT/ENERGY HL&P AT (281) 425-7351. 2. LOCATION OF ENTEX GAS MAIN LINES ARE SHOWN APPROXIMATELY THE CONTRACTOR SHALL CONTACT ENTEX AT (281) 331-0054 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE'.THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL SOUTHWESTERN BELL TELEPHONE AT 281 471-4333 4. THE LOCATION AND ELEVATIONS OF DwNG UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCA716N OF ALL EXISTING UTILITIES AND PAVEMENT. AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED 8Y HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL. NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING . COMMITTEE' AT (800) 245-4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF.LA PORTE AND ANY OTHER APPLICABLE REGULATORY AGENCY. & EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACE) AT CONTRACTOR'S EXPENSE To. APPLICABLE AGENCY STANDARDS AND/OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE HARRLS COUNTY SPECIFICATIONS AND CONSTRUCTION STANDARDS AS ' CURRENTLY AMENDED. PAVING AND DRAINAGE NOTES I. REFER TO SHEETS C-5 AND C-6 FOR ALL PAVING AND DRAINAGE DETAILS. 2. COS OR SN BE RESPONSIBLE FOR GRADING ALL AREAS TO INSURE 3. EVIN S� BFEHI ORTO � N THE SERVED BYE MANUAL CONTRACTOR. TRAFFIC CONTROL 4. LE T I'l NSHALLL E REMOVED FROM THE SITE UNLESS OTHERWISE aRE ID 5. ALL CURBS TO BE 6" IN HEIGHT,UNLESS OTHERWISE INDICATED. 6. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF ACI-318. 7. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE A 28 DAY MINIMUM C�1�EAfTM OF 30DO PSI AND A MINIMUM FLEXURAL STRENGTH B. ALL CONCRETE REINFORCEMENT SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-6/5. 8• PRIOR COMMENNCING CONTACTHALL -THE COF TIOON� AT LEASE 48 HOURS 10. ALL PVC PI AND FITTINGS SHALL. BE SDR 26 UNLESS OTHERWISE N07M HF R I L.6gpP PIPE AND FITTINGS SHALL CONFORM WITH 11. ALL DISTURBED ARASWITH�PUBLIC . RIGHT -OF WWHOSEASR YDgOSMN0�M4E 12. STORM SEiYERS WITHIN THE PROJECT SIVLLL. BE PRNATELY OWNm, OPERATm AND MAINTAINEDBY OTHERS. RE 13. SPE�El3ACKFlLL KFOR _ SNTOR CEMENT � TRENCHES NDNSANDDTTO WWITHIN�1)-0 BL1O 14.CpEMpEpNRTESTIABISL¢ED�/T�D SPECIFICATIONS ANIONS t0IX0 PSI�cCURRENT OMPRESSIpN�TESt� IN 48 HDU� 15. SOILS AND PAVEMENT RECOMMENDATIONS PER GEmnyNICAL FILE NO. 01-498 PREPARE BY GEOTECH ENGINEERING, DATED ULY 26. 2001 7971 CONTRACT DATE BUILDING TYPE COMMON NAME K',x50 DTS NAME KPx50 KCE JOB I 0200-01 PROTOTYPE ISSUE DATE 0 1 STORE NUMBER SHEET NUMBER C iY Lu Z DO Q G S z 2 z C9 z N m iL 'z as W C w M 0 W FTy �F N � o�tn CA SAN TARY MANHOLE TR 16.52 30" FL=4.62 (N&S) 8" L=6.22 (E) 2" PVI H TELEPI W UTILITY CONTACTS F- CITY OF LA PORTS PVC CONDUIT SERVICE (WIR FOR ELERICAL - , CONDUIT AND (SEWER & WATER) TRENCH BY)NTRACTO@) REFER JAMES LE NOIR TO ELECT RI PLANS MR (281) 471-5020 CONDUIT SIZE AND NUMBER. RELIANT ENERGY/ HL&P d' (ELECTRIC) PROP. GREASrT'RAP A.J. JARAMILLO (RE R TO C4) (281) 425-7351 ENTER SAMPLINGPRO D. (GAS) WE (REFERTO C4) FOSTER FL FL IN)=15.50 OUT)=15.00 (281) 331-0054 SWBT (TELEPHONE) 8 '-6" PVC 0 1.0% ERE, 0 EAST 0 KPX50 =_ 2709 SO. FF. 60 PVC • • = `I SANITARY MANHOLE SANITARY MANH A/. TR=1 6.79 TR=17.71 30" FL=4.60 (E&S) "4.71 (N 8" FL=8.80 (W) T.B.M.E IS7WATERUNE STORM MANHOLE MEfER_TR=17.20 POINT OF NNECTiOFH CHECK 24" FL=1 1.91 FOR BONITO Y SEWERVVIDED B` LEGEND PROPERTY LINE EXISTING SANITARY SEWER LINE - EXISTING WATER MAIN EXISTING STORM SEWER - - - - - EXISTING GAS MAIN r- E -• PP EXISTING POWER POLE & O.H. ELECTRIC LINES C EXISTING GUY WIRE & ANCHOR +600p0 EXISTING ELEVATION -60p_-- DISTING CONTOUR & EL.EVATiON -600- PROPOSED FINISH GRADE CONTOUR & ELEVATION PROPOSED SANITARY SEWER LINE - PROPOSED 1 1/2 " WATER LINE PROPOSED 2' GAS LINE PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - (NO. & SIZE OF CONDUITS NOT DEFINED) PROPOSEDUNDERGROUND GRODUNt O�� 5 NmEOTPDE�FINED�E PROPOSED STORM DRAIN LINE - PROPOSED DIRECTION OF DRAINAGE FLOW ARROW o PROPOSED HALIDE YARD LIGHT ❑ • ❑ PROPOSED HALIDE YARD LIGHT W/RDTATED REFLECTORS +O C.O. PROPOSED CLEAN OUT P.C.C. PORTIAND CEMENT CONCRETE W9 wriarRYfilf'ri_ri 160.00' ■ - -r -2" GAS SERVICE LINE E 2" (FEES BY CONTRACTOR) • •• � • : 1 • • II VALVE • BACK FLOWi •- DEVICE. MEIER •-• • • --_,1.Y, FEES BY coNTRAe It - • • I ONE BY ---------- �POINT OF CONNE TIC ON F>l� WATER SERVICE. TAP BY CITY, FEES BY CONTRACTOR. FAIRMONT PARKWAY 0 O N w N SCALE: 1"=20' 0 10 20 30 40 CAUTION ! BEFORE YOU DIG = CALL UNDERGROUND UTILITY 1-800=245-4545 COORDINATING COMMITTEE SOUTHWESTERN BELL TELEPHONE 281 471-4333 CITY OF LA PORTE 281 471-5020 ENTEX 281 331-0054 RELIANT ENERGY/ HL &P 281 425-7351 CAUTION BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1-800-245-4545 COORDINATING COMMITTEE SOUTHWESTERN BELL TELEPHONE (713) 973-4802 RELIANT ENERGY (713) 945-4252 TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS'OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 1O SANITARY LINE FROM KITCHEN O SANITARY LINE FROM RESTROOM TBM: CITY OF LA PORTE .SURVEY MARKER NO. 33 ON HWY 146 AT FAIRMONT PARKWAY. .ELEVATION: 14.13 1978 AW. TOP OF LETTERS "FIRE" ON FIRE HYDRANT AT THE NORTHWEST CORNER OF FAIRMONT PARKWAY AND 14TH STREET. ELEVATION: 19.25 FEMA NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO.48201CO945 J REVISED DATE NOVEMBER 6, 1996, THE SUBJECT PROPERTY LIES WITHIN ZONE X UNSHADED), AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW. SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND � OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTiON WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR UNES TO BE TURNED OFF k OR MOVED, CALL RELUWT/ENERGY HL&P AT (281) 425-7351. 2 LOCATION OF ENTDC GAS MAIN LINES ARE SHOWN APPROXIMATELY THE CONTRACTOR SHALL CONTACT ENTER AT (281) 331-0054 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. & THE LOCATIONS OF TELEPHONE UnUTIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHi' BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL SOUTHWESTERN BELL TELEPHONE AT, 4. 281 471-4333 THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ♦t�K�11 gp� Tt, ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL y:' 9 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND M PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL IBE FULLY RESPONSIBLE KE CtiEN ..AND � . FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY .LOCATE 79711 �I�l'•...p�1 MAINTAIN THESE FACILITIES. CONTRACTOR OTiFY THE ENGINEER IMMEDIATELY gip'• IF ANY CONFLICTS ARESFO�UND SILFr Ou 11= %" I NOTIFY THE ZOO COMCO Mff7EE'RATO (800) 245-4545 AT TES LEAST HOURS PRIOR To ' STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. o B. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS.FOR EXCAVATIONS AND TRENCHING. m M 7. CONTRACTOR TO OBTAIN ALL CONSERUCTON PERMITS REWIRED BY o R THE CiTY OF LA PORTE AND ANY OTHER APPLICABLE REGULATORY `o 4 AGENCY. 8. EXISTING PAVEMENT. STRUCTURES. AND OTHER FACILTTES DAMAGED BY -c' om " Z � d THE CONTRACTOR DURING CONSTRUCTION OPERATIONS Stall BE REPLACED < m 2 r- AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND/OR o N BETTER CONDITIONS. m O a> o 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH THE H ARRIS M �o 0 U X COUNiY SPECIFICATIONS AND CONSTRUCTION STANDARDS AS �I- CURRENTLY AMENDED. �n m0 6 to 3 J ,� N C •�•1/ CD (�•�y p, I j O W UTILITY CONSTRUCTION NOTES u 1. WATER AND SEWER TAPS Stall BE PER REQUIREMENTS OF CITY c OF LA WATER TAP AND TO BE INSTALLED BY THE CITY U PPORTE ORTE. L 2 SANITARY SEWER BACKFILL AND BEDDING PER DETAIL ON SHEET C-5. �y U & SPECIAL BACICFILL FOR SANITARY TR04C HES UNDER PROPOSED PAVEMENT SHALL BE 2 SACK CEMENT STABILIZED - SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 4. GUIDELINES SETT FORTH IN THE MANUAL. ON UNIFORM TRAFFIC CONTROL DEVICES SHALT. BE OBSERVED BY THE CONTRACTOR. 5. WATER LINES AND SANITARY SEWER LINES SHAD. BE CONSTRUCTED IN ACCORDANCE *rrH CiTY OF LA PORTS, AS CURRENTLY AMENDED. a 6. MINIMUM HORICONTAL (OUT TO OUT) CLEARANCE BEiWE'EN SANITARY SEWER AND WATER LINES IS 9 FEET, UNLESS OTHERWISE INDICATED. 7. SANITARY SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY Z OWNED, OPERATED. AND MAINTAINED BY OWNERS. & ALL SPOIL MATERIAL SHALL BE REMOVED FROM SITE UNLESS OTHERWISE T a DIRECTED BY OWNER OR ENGINEER. Z 9. ALL WATER UNES TO HAVE A MINIMUM OF 4 FEET OF COVER BELOW Q H FISTING NATURAL GROUND AND/OR PROPOSED PAVEMENT. N Mull 10. ALL WATERLINE SERVICE PIPE SHALL BE PVC, AWWA COW. ..1 a ~ w Q 11. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH \ 0. LATEST' EDITION OF ACI-318. F 12.' ALL CONCRETE FOR UTILITY CONSTRUCTION SHALL HAVE A 28 DAY LL W g MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, i 01 I& SANITARY SEWER PIPE MATERULL IS PVC (SOR 26). ASTM D-3034. O 14. ALL SD R/DR PVC PIPET ARE TO HAVE RUBBER GASKETED 'BELL -AND -SPIGOT 0 TYPE JOINT ENDS, ASEM F477. ALL DR PVC PIPE USED B TO HAVE qP d' SIZE ODD. r I& CONTRACTOR SHALL CONTACT CITY OF LA PORTE (281) 471-5020 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 16. A DURABLE METAL. WIRE *SHALLL BE CONCURRENTLY INSTALLED OR OTHER MEANS PROVIDED FOR DETECTION PURPOSES ON PVC'PIPE 17. CEMENT STABILIZED SAND FOR SANITARY SEWER BEDDING SHALL PRODUCE A MINIMUM RBASIONS UNCONFINED COMPRESSIVE STRENGTH OF ONE HUNDRED.POUNDS PER SQUARE INCH (100 PSI) IN FORTY-EIGHT (48) HOURS WHEN COMPACTED TO NNETY-FIVE PERCENT 140, DATE DMPTION STANDARD PROCTOR DENSITY (AM D 698) WITHOUT ADDITIONAL MOISTURE CONTROL, CURED (ASTM C 31. ITEM 9). AND TESTED IN ACCORDANCE WiTH ASTM C 31. A I 0 BUILDING TYPE COMMON NAME KPx50 DTS NAME KPx50 KCE JOB 1 0200-01 PROTOTYPE ISSUE DATE SHEET NUMBER c 13 n uJ w W Z_N Cal m ¢ w o m N � Z F 3 z N m m a a � z r E. E 1 Z z a WO apG �m ¢' 00 �+ 0 In in NN e4 r�i ■ � NORTH PLANT LEGEND SYM. QTY. DESCRIPTION OF PROPOSED LANDSCAPE WORKS LO 5 QUercus virginiona (Live oak) — 2 1/2' cal., container grown, single —trunk, 10'-12' ht., 4' 5' spread. All trees shall have uniform height and spread.. Excavate each tree hole 18" plus the depth of the container. Stake each tree with a minimum of three 7'-0" metal. "7" stakes. Check sub —surface drainage of each tree pit prior to planting of a tree. No B&B. BN 1 Betula nigra (River birch) — 2 1/2" cal.; container grown, single —trunk, 10'-12' ht., 4'-5' spread. All trees shall have uniform height -and spread.. Excavate each tree hole 18" plus the depth of the container. Stake each tree with a minimum, of three 7'-0" metal "T" stakes. Check sub -surface drainage of each tree ' pit prior to planting of a tree. No B&B. BP 3 Pyrus caileryaria (Bradford pear) — 2 1/2" cal., container grown, single —trunk, 10'-12' ht., 4'-5' spread. All trees shall have uniform height and spread. Excavate each tree hole 18" plus the depth of the container. Stake each tree with a minimum of three 7'-0" metal "T" stakes: Check sub —surface drainage of each tree pit prior to planting of a tree. No 'B&B. SH 3 ilex x attenUato 'Savannah' (Savannah holly) — 2 1/2'- cal., container grown, single —trunk, 8'-10' ht., 3'-4' spread. All trees shall have. uniform height and spread. Excavate each tree hole 18" plus the depth of the container. Stake each tree with a minimum of three 7'-0" metal "T" stakes. Check sub —surface drainage of each tree pit prior to planting of a tree. No B&B. MC 6 Myriea cerifera (Southern wax myrtle) — container grown, multi —trunk, 4'-5' ht., 3'-4' spread. All trees shall have uniform height and spread. Excavate each tree hole 18" plus the depth of the container. Stake each tree with a minimum of. three 7'-0" metal "T" stakes. Check sub —surface drainage of each tree pit prior .to planting of a tree. No B&B. LI 5 Logerstroemia indica 'Muskogee'. (Crapemyrtle) — container grown, multi —trunk, 8'-10' .ht., 5-6' spread. All trees shall have uniform height and spread. Excavate each tree hole 18" plus the depth.of the container. Stake each tree with a minimum of three 7'=0" metal "T" stakes. Check sub —surface drainage of each tree pit prior to planting of a tree. 'No B&B. WL 46 Ligustrum Japonica (Wax -leaf ligustrum) — 5 gal., planted at 36" o.c. Shrubs shall be pit planted. Excavate each shrub pit to a depth of 8" plus the depth of the 5 gal. container. Check. sub —surface drainage of each shrub pit prior to planting of .shrub. Install a minimum of 2" layer .of pine bark mulch over entire bed. RI 125 Raphlolepis indica 'Gard' (Indian hawthorn) — 5 gal.; planted at 30" o.c. Shrubs shall be pit planted. Excavate each shrub pit to.a depth of 8" plus the depth of the 5 gal. ' container. Check sub —surface drainage ofeachshrub pit prior to planting -of shrub: Install a minimum of 2" .layer of pine bark mulch over entire bed. PT 32 Pittosporum tobira 'Wheelers dwarf' (Dwarf pittosporum) — 5 gal., planted at 30" o.c. Shrubs shall be pit .planted. Excavate each shrub pit to a depth of 8" plus the depth of the 5 gal. container. Check sub —surface drainage of each shrub pit prior to planting of shrub. Install a minimum of 2" layer of pine bark mulch over entire bed. LM 702 Lirlope muscat) (Big blue liriope) — 1 gal., planted at 12" o.c. Entire groundcover bed shall be excavated to a depth of 6" plus the depth of the 1 gal. container. Check sub —surface drainage of entire groundcover bed prior to plant installation. Entire bed shall be filled with specified bed preparation. Install a.minimum of 2" layer of pine bark mulch over entire bed. Color. 700 . Seasonal colot (Annuals) — 4" pot, planted 'at 6" o.c. Entire annual bed shall be excavated to a depth of 6" plus the depth of the 4"'pot: Check sub —surface drainage of entire annual bed prior to plant installation. Entire bed shall be filled with specified bed preparation. Install d minimum of 2" layer of pine bark mulch over entire bed. Grass Verify C.yriadan ddetylon (Common bermudo) — Hydromulch. s'f' Atl unpaved and disturbed areas on. site shall be cleaned up and fine graded to drain properly prior to, hydromuich process. All right—of—way areas of project shall also be hydromulched. Install perennial rye.grass seed into mix when grassing between the months of November to March. Edge Verify Ryerson Steel Edge — To be installed between ail shrub,, groundcover, or color beds and grass areas. Steel edging shall be Ryerson Estate Curb 1/8"X4" with new stakes free of rust. Steel edging shall be installed as per radius shown and noted on plans. * All quantities noted shall be verified by contractor PLANTING. REQUIREMENTS+ 01. Perform all work in accordance with all applicable laws,' codes, and regulations required by authorities having jurisdiction over such work and provide for all inspections .and permits required by Federal, Statei and Local authorities in supply, transportation, and installation of materials. 02. The contractor shall be responsible for the verification of all underground utility lines (telephone, . gas, water, electrical, cable, TV, etc.) and any aerial easements prior to start of .any planting work. 03. All plant materials shall possess the following minimum qualities: A. Plants shall be nursery grown in .accordonce with good horticultural practices under climatic conditions similar to those -of the project for at least twelve months. B. All plants shall be heavy, symmetrical, tightly knit so trained or favored in development and appearance as to.be superior in form, number .of branches, compactness, and symmetry. C. Plants shall be sound, healthy and vigorous, well —branched, and densely foliated when in leaf. They shall be free of disease, insect pests, eggs, or larvae.` D. All plants shall be true of species and. variety and shall conform to measurements (caliper size, trunk heights) as specified on the drawings.. E. Container grown stock when specified shall have grown in the container in which delivered for at -- least six months, but not over two years. Samples must prove no rootbound conditions exist. F. Caliper measurements shall be taken at a point on the trunk six inches (6") above natural ground line for trees up'to four inches (4") in caliper. 04. Plantingmix shall be thoroughly mixed in the following proportions: Prepared soil as backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part compost + 1 part Sharp Sand + 4 Lbs. Commercial Fertilizer per CY or 10 Lbs. organic fertilizer. Prepared soil as backfill for shrubs dnd .groundeovers shall be: 1 part enriched mulch + 1 part compost bark mulch + 1 part enriched topsoil + 1'part No. 1 Bank Sand + 3 Lbs. Time —released fertilizer, 14-14—.14 per CY'or 8 Lbs. organic fertilizer. 05. Excavation work and surface drainage work shall conform to the following requirements: A. Test drainage of plant beds and plant -pits by fitting with water twice in succession. Conditions permitting the retention of water for more than 24 hours shall be brought to the attention of the Owner: B.. Work shall include the final tesponsibility for proper surface drainage of planted areas. Any obstructions on the site, or prior work done by another party; which precludes establishing proper drainage shall be brought to the attention of the Owner in writing. C. Landscape contractor shall install required landscape drains (NDS) -at all landscape beds that may have difficulty draining, . All landscape drain inlets/drain lines shall be tied into drains provided by the Owner (verify locations on civil drawings).' 06. Landscape maintenance work by the Contractor after. final acceptance shall be: A. The maintenance period shall commence upon inspection and approval at Substantial Completion and shall be .for a period of Sixty (60) days. B. The landscape. contractor shall coordinate the watering program for the landscape with the Owner. C. Maintenance of new planting shall consist of watering, cultivating; weeding, mulching, restaking, tightening and repair of guys, resetting plants to proper grades or upright position, and furnishing and applying pesticides, sprays, and invigorants as are necessary to keep plantings free of insects and disease and in a thriving condition. 07; Warranty periods, plant guarantee; and replacemeh.t: A. Planting supplies shall be warranted to re rain olive. dhd healthy for a period of twelve (12) months ,After the date of Substantial Completion. Plants in, an impaired, degid; or dying condition after initial acceptance. or .within twelve (12), frlonths shoes be removed and replaced immediately. -GRASS SOD WORK REQUIREMENTSt 01. Sod shall be Cynodon doctylon (Common bermudo) grass sod with 95% purity and shall be dense with the grass having been mowed at one inch (1") height before lifting from field. All sod.to be grown on fertile topsoil. Sod shall be in vigorous condition,. dark green in color; free of all diseases; Undesirable weed growths, and harmful insects. 'Sod is not to be stacked. for more than twenty foul.-' (24) -hours between time of cutting and time of delivery. 02. The` ground surface shall be cleared of all materials which might hinder proper tillage and materials which might be harmful , to plant growth or subsequent maintenance operations (mowing) and therefore must be removed from .the site completely. 03. Bed preparations immediately after the finish grade has been approved; begin sodding operations to reduce excessive weed growth. 04. Lay sod so that adjacent strips butt. tightly with no spaces between strips. Lay sod on mounds and slopes with strips parallel to the contours. Stagger the Joints. Topsoil shall be raked over all Joints to fill any spaces that may permit air to enter and dry the Joints... Tamp and roll sod thoroughly to make contact with sod bed. Tamp and 'roll with light weight turf roller so as to eliminate all air pockets, provide a true and even surface, and insure knitting without displacement of sod or deformation of the surface of the sodded areas. 05. Water sod thoroughly, immediately after installation. The entire sodded areas shall be saturated to a depth of.4" watering with a fine spray within five (5) hours after the sod has been installed. O6. Areas to be solid sodded shall be maintained until substantial_ completion of the project. W/A LANDSCAPEARcmTECTs WONG & ASSOCIATES, INC. 6300 Hillcroft, Suite. 616• iiousron Texas 7708i-3005 Tel. (713) 777-9198 Fax (713) 7774404 © 2001 � ma 0 o" `o '> 0 i o �m N C1 o� m !2_ �o a m m wo Si c w a% U V75 i N c 0 CL _~� flR IRL_LLO0 dog Maintenance shall consist of weeding, fertilizing, insect control, watering, and mowing. REVISIONS 07. Begin maintenance on sod immediately after sod work has been completed. The maintenance NO. DATE DESCRIPTION period shall begin upon inspection and approval at Substantial Completion date and shall be for Q sixty (60) days. 08. Final acceptance for sod establishment means a complete lush cover with no brown: sections or A cracks showing. Sod shall have established to the extent that. satisfactory capillary action between the sod and soil has been established 0 a VVIV,VR.1 UMIL BUILDING TYPE COMMON NAME KP5<50 DTS NAME rPROT PxSO NICKNAME OTYPE ISSUE DATE SHEET NUMBER