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HomeMy WebLinkAboutCOMFORT SUITES SITE PLANl L I Q z o: 0 J a 0 z z o n o; w � z o z � w M 0 0 0 5 a I i ;Q j I0 �LL a Ld z Q 0 O W z oZ, � QI r H� 0 rn w o Z a N Cn TA IL. C I � E _ I i e 0 STEEL 4 - 3/4" TOP OF YI 4-•4B, I LOCATIC I I I I 3/4" LOP I I I I r—GROUND 11/2" LANDSCAPE LINE 1 1/2" WATER METER FOR 1 ---L__---_ -- --- I — 1 3" DOMESTIC WATER LINE F— — — — — — i— ( I -------- --------------- — -- CID I � i 3" WATER METER I o LU 1 iUY R�DOMESTICLANDA I I BUFER ZONE E u I I I 1 I I I I I ( I I s c�— (CP° WLER LINE � 11 I I I 40R BOLTS. �I I I 1 I EMENT I I I I I -------- ------------------ ----J I � I W/'3 TIES s 1 I TECK LOW . ER — s FROM AS. TP� SEE ET.1 10 SUEEP GARCON0— — — FH I LIGHT STAND) 4 SCALE: BA A. IF GAS METER Sth 5TREET 2 1/10GAS LINE TELE. I CONTRACTOR TO VERIFY BOX NEAREST CONNECTION 0 qI AND WITH LOCAL GAS 40000' N 0'0_45" W — — — I CO. REQUIREMENTS - -- — — — — — EXISTING SANITARY /-2 1/2" GAS LINE TRAN ER LSEWER LINE -------- r r---------— — — — — — — ---- --- _1___ ________ _____ ______ ___-_______-________ r _ _ _ _ _ _ _ _ _ _ _ _ _, `� LANDSCAPE BUFFER ZONE I II I ABS PLASTIC TELEPHONE CONDUIT W/ PULL WIRE AND RIGID STEEL BENDS PER TELEPHONE CO.'S REQUIREMENTS TELE.TELE. EXISTING DOMESTIC JE ONUMENT BOX WATER SUPPLY wx O 0 SIGN0 MR tl� F}I. -- I tUM& ARY SERVICE eM D MAIN UNDERGROUND ERVICE -- CONTRACTOR`S DISCONNECT SWITCH FROM TRAM ER ` NEW POWER ' POLES 1 i If ANSFORMERAl �' 1 120/206 V - 3 0 NOTE: \ OVERHEAD ELECTRIC SERVICE TO NEW P POWER POLES POLES OWNER SHALL INSTALL AND OWN . .` UNDERGROUND SERVICE I \ ` P• \ I& • . . 1 EASEM T ® 2. PROVIDE 10' EASEMENT 120/208 SERVICE 3. OVERHEAD 4. C.T. FREE STANDING BUSSES, SEE DETAIL 3 THIS SHEET. � . . . • - 1 5. FREE STANDING BUSS WEATHERHEAD � � \ ` PROVIDED BY ELECTRICAL ---- — — — — — — — — O�A� VpO��. \. ..�. \. CONTRACTOR AND PLACED L___--- J N �. . . . . '.\ . •�\ .� WITHIN 30' OF TRANSFORMER _ . \ POLE. I I N V��\�' ��. ........... ` �\ PA. ' . . . . . . . .LANDSCAPE . BUFFER ZONE . . 1 ` E O T_ — — — — N W FIRE PLUG AND FIRE LINE © SPRINKLER LINE / I — — 9999' S O'9'45" E — — QI ' 1 I T BE INSTALLED4° STALLED PER CITY - . REQUIREMENTS E . . . . . . . . A NOTE: I I I. CONTRACTOR SHALL COORDINATE TRENCHING W/ UTILITY 4 COMPANIES. VERIFY USE OF COMMON TRENCH AND El COMBINE RUNS WHENEVER POSSIBLE. 1 i N N /���' • • • • • • • •1� 2. CONTRACTOR SHALL PROVIDE ALL TRENCHING, BACKFILLING, CONDUITS, POLE RISERS, PULL BOXES AND CONDUCTORS, ETC., R ES D E T W Iz REQUIREMENTS SHALL BE DEEMED E UTILITY(PART OF THE ELECTTRICAL NONE ( CONTRACT. . . . . ............:. IDINSSUS HERHE 4D LANDSCAPE ZONE BUFF E ..........�....� RACK INSTAL ED BY THE CUSTOMER 1 : y • . . . • • • . • • . E N . • • • • • • • OR HI CONT CTOR, ALWAYS LOCH . . . . . . . . . . . . . . . . ON T E SAME SIDE . . . . . . . . . 5 AS TH NUET LAND IT'S LOCATION . . . �' I ' IS SPE IFIED Y ENGINEERING -LANDSCAPE . . . . •� B. 30" X 42n CUR T TRANSFORMER I . . . . . � BUFFER -ZONE METERNG BOXI /�� . . . . . FURNI ED BY HE COMPANY I P� / (` AND I STALLEDBY THE CUSTOMER�' OR HI CUNT OR I I F �t5 �`. . . . . . . . A/ ( 2 1/2" GAS LINE C. 10" XIAL TRANSFORMER I 38�� CONTRACTOR TO VERIFY BOX I NEAREST CONNECTION FUR415 4ED BY T14E COMPANY .. . . . . . . . . . . / OAND IN R 1 STALLED BOR CUSTOMER I PYLON LANDSCAPE BUFFER ZONE . . . . . . . . . . D. PRO CTIVE M TER BOX AND SIGN /� . . . . . . . . . . . . .,��>I0 KVAD ETER . . . . . . . . . . . . . . . . . . . . . . . . . . . . �5 — — —`) — —I— — — —� THEM TER BOXFURNISHED AND . . . . . . . . . . . . . . . . . . . . I ( El INSTAL ED BY HL4P. HL4P WILL — — — — �� — — 22502' S O'9'45" E INSTAL THEM TER �� E. COND IT / GAS METER INSTAL ED BY THE CUSTOI 1ER SIZED TO _ _ _ _ _ _ _ _ _ _ — — ACCa MONDAIE THE UNDER ROUND SERVICE CONDI CTOFro.' F. SERV( E DRO CLEARANCE 1 1/1" WATER METER FOR LANDSCAPING — SEE 51 CTION FOR GROUND CLEARANCE • — • — AND SERVICE CONDITION. G. 1 1/4" UIT A 51TE LIGHTING NOTE 3" COPPER LINE FURNI ED INSTALLED BY THE 1. ELECTRICAL CONTRACTOR SHALL CONTROL ALL SIGNS AND BACK FLOW PREVENTER VALVE CUSTO IER OR 416 CONTRACTOR USED . • • • EXTERIOR LIG14TNG BY ASTRONOMIC TIMECLOCK SWITCH. PROVIDE SEE DETAIL 1/PI0 TO CO NECT THE C.T. METERING BQX;' 20A LIGHTING CONTACTOR ELECTRONICALLY HELD. VOLTAGE 311 THE P.. BOX THE PROTECTIVE METER OF COILS SHALL BE COORDINATED W/ TIMECLOCK SWITCH. BOX. DOTTED AREA TIMECLOCK SHALL HAVE BATTERY BACK UP DURING POWER 3° WATER METER FOR DOMESTIC SUPPLY OUTAGE. NUMBER OF POLES ON CONTACTOR SHALL BE AS REPRESENTS FLOOD WAY REQUIRED WITH FOUR (4) ADDITIONAL SPARES. TIMECLOCK ® NOTE - SITE IS IN AN "AE° FLOOD ZONE AS PER NFIP FLOOD INSURANCE RATE MAP NO.48201CO%5 J REVISED II4-96 AND CONTACTORS SHALL BE 1N ONE (I) NEMA 1 LOCKABLE CABINET. Site Utility Plan 1 SCALE: I" = 20'-0" 2 Meter Detail SCALE: NONE Pn A, In AIL Farc UL MAYEUXhitects . planners THLS ARCHITECT AND ENGINEERING ORAYIOA: IS GIVEN IN CONFIDENCE AND IS THE SOLE PROPERTY OF THE ARCHITECT. R SHM NOT RE COPIED OR REPRODUCED IN ANY FORM WRHODT THE PRIOR WRITTEN CONSENT OF THE ARCHRECC ALL COMMON LAW ROBS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERYW- PAUL MAYEUX ARCHTECT COPYRIGHT YEAR INNS PAUL MAYEUX ARCHITECTS 822 BREE8PORT STE. C SM ANTONO, TEXAS 78M 210.84t2470 FAX 210.8MM07 ISSUE / REVISIONS A REVISION 9 (1-14-91) REVISED SITE PLAN AND LOCATION OF SPRINKLER RISER A REVISION'2 (B-II-91) ADDED NEW FIRE PLUG MOVED DOMESTIC WATER AND LANDSCAPE METERS A REVISION '318-29-91) RELOCATED FIRE HYDRANT A REVISION 04 (S-22-91) ADDED BUS BAR WEAT14EWEAD DETAIL DELETED PAD MOUNTED TRANSFORMER ADDED IV' EASEMENT ADDED GENERAL NOTES ADDED LIGHT STANDARD DETAIL PROJECT - COMFORT SUITES LA PORTE, TEXAS OWNER - date 9-22-131 job no. 909 drawn by DMOHLSEN checked by PM. computer file MEPIDWG file no DXX sht. description SITE UTILITY PLAN RECEIVED CEIVED 1998 JAN 161998 sht. no. MEP1 or I • v 41120 14F uandW00 S,A3NDIW 9661 6h :69 :9T 90 Uef nul Td3W\ZT-6\6Z96\S90rVV\ :0 0 HATCHED AREA REPRESENTS 6" LIME 5TABALIZED SUBG E, 6" COMPACTED BASE 2" TYPE D ASPHALT OVERLAY PER CITY OF LA PORTE. M M� E Oth 5 I RE E I HATCHED AREA REPRESENTS 2€I ASPHALT PAVING W/ 8" BASE PER CITY— :�:;`�f 5'-0" WIDE CONC. SIDEWALK jL ,�•,. � ti r. ! 1 1 E I 1 , E R-15i.•ii;/IE _1�.'4..•'C is TELE. •N `r ,,� , �rL TELE. TELE. BOX BOX :. ` \, BOX W.V. 400.00 N 0 0 45 W F44,M N. F.N. �ww� .w �� +rr rr�rrrrrr •r rrrr�� ern wr a �� wu• �.• ' k " .ram! i-i-` , -�=; 225'-m" - 25 SPACES IV 9'-0" - "14 -10 /S - b MONUMENT SIGN 11 J .1 4" 229'-9112" 34 -0 PIPE '' `•`-----------------"�._..............-..,-...-...-------------.__. ..... ...------.--------_. ..._. _... ......-------------- -----Y . ...,.. --- ----------., ....__-------------------- `` I _ _ __----------------- 85`-85/8" 12'-I0I/2" 36'-113/4" r - r — — — — — — I I —_—_ — ------ ----- ' I -------- u1f r I `' II I b" CONC. CURB I / . `''f &FIN15H FLOOR ELEVATION 11,00 i 0 / x rr i I I u � 147 I _ b CONC. CURB / NQ PCX ,,:. I 3 = ��5 1 I ---------- ------ ---- G2 it Q . . . . . . . . ,f: I - - ......... R=25'-0" 0 �' e . . . . . . { ,c" I --25'-O" N. 0 N FI 3 6" C. GU R10!_ m 0" T DUMPST R PAD CIO, ' : M H. R: - I C a O 9 -11 °.C�1C. PAD I . . . . . �_ a7 = E `r ;'tom:''';; [-[FN. i 1 =5-0 1 ---- -- -- ----- — „ I 6" CON. CURB I — — r; PN PIPE SLEEVE o/ . . FOR 15 INKLER 1 ONC. CURB G3 99.99' m°9`45° E R:31`-0 R:31-0" 1 C ' 2'-3 [/4 I C 41 5/81T ' li-= ' : `f ► .I� [5'-I ll4"I Ln R=30`-mll € CIA 5 -0 T . 5 -0. El T ``` }` '' r '�`x ,: ' SI`-0" 64`-5 1/4" b'-b 3I4" 40 -0" -10 31 " ' 25 25 -10 3/8 I0 -8 63 -5 3/8 U 1/14 6" PVC PI SLIEVE I . J I - FOR 5PRINKL R _ A 1.R=25'-0'I C / 6" CONC. ICURB li, rL�®®® WAY EI 6 CONC. CURB 1-7 I I G I 18 i A _Z . A I R=5'-0`` N... � VAN • . .. _ / - 1 .C2 ���. 28'-4 318" 2'-0" 126'-0" " . . . . . . . C? . . . . . . . . . . . . , b" CONG. CURB i°AINTED STRIP (TYP.1 " I . b PVC P S VE / I I - 1 ,E . . .. . . . . . . . . FOR. f. . . . i 0, C PI 5LE VE I '��. 23 I TYP. [ FOR SPRI ER C2. . . . . .. , . . . . . .. i — — - CITY APPROVING AUTHORITY CERTIFICATE — — — — i — — — —Aro-----------------0'C� — ——— — — � THIS IS TD CERTIFY THAT THE CITY � LA PORTE, TEXAS NA5 APPROVED ��F4 ��. ,1 THIS SITE PLAN AND DEVELOPMENT OF -4-- ---PYLON 516N A���`�' rob IN CONFORMANCE WITH THE ORDINANCES I y '.............. . �,� I OF THE CITY OF LA PORTE. E IW •W �.11 .IIAAI. M111141.1/� � .i rYY.I° s r � // — 225.02' S O'9'45° E BY: i AFLOOD UJ ' DIRECTOR, PLANNING DEPARTMENT _ I / -- PLAT (SITE PLAN) ACCURACY CERTIFICATE 1, JOUTAN JALAYER P.E., R.P.L.5, AM REGISTERED UNDER THE STATE OF TEXAS 201'-0" TO PRACTICE THE PROFE55ION OF ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY THAT THE ABOVE PLAT (SITE PLAN)15 TRUE AND CORRECT: AND 4€-0" 215'-81/8E€ THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY 54OU,N ON THE PLAT. / 5'-3 3/8OF 1Pa,' �fi`l�94vf r y +� .'' N01E: NOTE: .'.}.s ;�r....._:�.., :�k- JOUTAN JA DOTTED AREA . . . SEE SHEET C-2 �1 JiLRMR / / S " , �� �- .off-• •.. TEXAS REGISTRATION NO. 24W ' REPRESENTS FLOOD WAY FOR SITE NOTES SCALE: I 20 0 �40d ' �oE€' NQTE- E 11 IE NORTH 3 ZONE AS PER SITE IS IN AN "AE- FLOOD FLOOD A PARKING SPACES PROVIDED 65 10 -0 20 -0 _ V INSURANCE RATE MAP HANDICAP PARKING 4 [0`-0" NO.48701CO945 J EMPLOYEE PARKING b REVISED 11-6-% TOTAL PARKING 15 THIS ARCHITECT AND EN(INIEER1NG DRAWING 6 GNEN IN CONFIDENCE AND IS THE SOLE PROPERTY OF THE ARCHITECT. IT SHALL NOT BE COPIED OR REPRODUCED IN ANY FORK WFTHOW THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON Law RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. PAUL MAYMX ARCHITECT COP�€GHT YEAR: I"S PAUL MAYEUX ARCHITECTS 822 OFMIMPOFrr S'M C SAN ANTONIO. TEXAS 78210 2110.8412470 FAX 210°M1407 O[ ISSUE / REVISIONS ADDENDUM 9 5-30-91 ADDED HANDRAILS AT 8TH STREET HANDICAP APPROACH ADDED PAINTED STRIPPING AT APPROACH QHANDICAP l REVISION M 6-16-91 REDE51GNED SITE TO BUFFER ZONES �ACCOMODATE 2 REVISION 62 8-I1-91 NEW FIRE HYDRANT QADDED REV15ION 13 8-29-91 RELOCATED FIRE HYDRANT PROVIDED PARKING TABULATIONS ADDED FINISH FLOOR ELEV. ADDED FLOOD PLAIN NOTE SIGHT PLAN LANGUAGE QADDED REVISION 04 9-22-91 DELETED PAD MOUNTED ATRANSFORMER REVISION 'S I0-I-91 REVISED FLOODWAY, PAVING NOTE QREVISION 16 II-4-91 REVISED MONUMENTAL SIGN REVISED PYLON SIGN ADDED 1" CONC. DRIVE AT DUMPSTER PROJECT - COMFORT SUITES LA PORTE, TEXAS date 11-4-91 job no. %29 drawn by DMOHL5EN checked by PM. computer file 9629-PAUL-NSGIDWG files nn DXX sht. description SITE PLAN RECEIVEC JAN i B 1998 sht. no. 7 /• UG/ 4F 9�indmo S,AwiR 9661 92:9b :9ti 90 uer nql T0SN\ZT-ti\6Z96\390rVV\ :0 cue L:v cv cYl c� cLi c� cv _ -1 l7c e .0 D '1 E6 C<'% n; Lid r- 6? d- �Q rn �r Cn �r -- �II -- �IIt __ -4 -- <t E16 m r- Nf _c1ri �t d r- co \D a') Toe-,Lxistina Site Grades SCALE: 'PAUL MAYEUX architects < planners TKS ARDMECT AND DOOM OM DRWW 5 CMN IN CONFMD= AND 5 TIE SOLE PROPEPII OF 7NE ARCWT M O SNALL NOT BE COPIED OR REPRODU= DL ANY FORM ATINOUT 7K PRLM7 RR M CONSENT OF DM AR(7OLECY. ALL MOM LW ROM OF COPYWW AND OT OMM ARE HEPnY SPECD7C&LY RESERVED. PAIR MAY= AACH = COPYRI a YPAR: M$ PAUL MAYEUX ARCHITECTS 822 BREEBPORT WM C SAN ANTONIO. TEXAS 7821e 210.8 M70 FAX 210.8881407 ISSUE / REVISIONS - PROJECT - COMFORT SUITES LA PORTE, TEXAS 1r•Mr7:q-R date 4-24=151 job no. %29 drawn by DMOHLSEN checked by P.M. computer file SPOTGRADU* file no DXX sht. description EXISTING SITE GRADES RECEIVED JAN J 61998 sht. no. C 4 �r 9� sz19- 8TH STREET (60' R.O.W.) 21' ASPHALT PVMT. 15.69 l 15.35 - 16.14 15.05 . OF STREET- __�a as � _ ._ _ - _ _------���•••--- . "jEXLSfING) 12.26 - 12.71SXISfING 13.09 - 12.39 (EX[STING) . 24" RCP _ - - Q OF OPEN. DITCH 13. a - 13.34 S00009'45"E 400.00' _--13.71 e13.30 4.51 M.H. i16' U.E. - 14.07�5 13.8719.12 0 . T.H.M. ---- VOL. 4- P.- H.0.D.R.��-- GRASS- VOL. 6.5 -- 8.8 ----------- - - A - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - -� F 5.5 - - - t DOWN SPOUT W/ A8.8 20' B.L. �--�� I SPLASH BLOCK / ,:.7 ^ 44.0' 9 (TYP.4) 44.0' b /�( p I m 28.0' 89.0' 28.0' ....-0 -C I O I O I 10.0' ~ 10.01 IL INLETTG 7 i r-I OUT A .58 6.8 I I W PROPOSED STRUCTURE 13.51 5 FF EL. 17.00 fs D 6.3 AC8 �� 13. 0 jsjtiD I(J I / raa I �] 10.0' 10.0• 14.58 Al 8.8 Ils, /. _/I / lid 0 0 'i 28.0' ® / �I JUIICTION BOX ., 28,0' 89.0• ( c o e e y $, IN 11.48 I 1 .14 zz 44.0' \ o 44.0' 1" 14.85 OOp 'd/ / 4,9 I $, OUT 11.40 e.e x � / 14.71 � CO .9 � 8 S1f�ILNG 16.25\ Q OF MUST. \ DUMPSTE 1� 1 O . ! 6.0 sa % / [' 4.7 OPEN DITCH 65 1 s 6.0 5.5 111((( 5.0 .i 4- PAC 41,2%- - _ - _ PVC SDR 35 / 99.9 9 N00� 9'45" W 1� 8" PVC SDR 35- --� 9.7% 9 \ 14.07 INLET.O \ 14.69 15,00 / cwi 12.20 It IN 13.33 13.81 14.98/ 14.54 13.74 a i I! II+ IL 0 13 15 ' ,0 bELM "A" 13_85� I O I 5.9 $ AREA 16 6 �• I ( ( I I T 10" PVC 3DIt / AREA INLET 0 4 35 ® C J !-I 8 PVC aDR 35 0.5% X ioO' TO $ �J lf� HCFCD PROPERTY i .G..� 8" 14.00 '10 co 10" I}, 12.50 0 I I 881bT. 24" Z s. H.C. H.0 H.0 A.C. 15• Iv 12.08 5.z Q) (C.C. FILE # J3521 7) I1�Ipop$UGATRD I 1421 - 14.19 P�.��. y OQG' 4.70 '6+c�• 3.7 sl COIC. CURH _ ___ / (---.__._. sl ��' 1, �'1�' 4.0 5.5 CONC. CURB f :4.55 14.45 14.28 N 14.34 S GRASS 3'8 l0A ilA 12A SLOT 13 LOT 14 LOT J5 LOT 16 N0000945"W 225.02' O --- DRAINAGE � -- - - f EXIST . gCF R 0 w V ARRIES) FEE STRIP PROPOSED 15" RCP DETAIL "A" NTS CAST IRON GRATE #4 AT 12" O.C. E.W. PLAN P.G. AREA INLET N.T.S. B.M. TOTAL CUT WITHIN THE 100 YEAR FLOOD PLAIN: 191 CU.YD. TOTAL FILL WITHIN THE 100 YEAR FLOOD PLAIN: 190 CU.YD. 100 YEAR FLOOD PLAIN WATER SURFACE ELEV. = 16.8 AS PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HARRIS COUNTY 48201CO-945J, REVISED NOV. 6, 1996 THE ENTHW SITE IN AN "GCS" FLOOD ZONE AS Pt"riP FLOOb INSURANCE RATE MAP NbAR61c0945-J, REVISED I I-6-106. © VICINITY MAP N.T.S. SITE AND DRAINAGE PLAN A COMMERCIAL DEVELOPMENT OF 2.1129 ACRE TRACT OUT OF' BLOCK 165, TOWN OF LA PORTE, JOHNSON HUNTER SURVEY A-35, HARRIS COUNTY, TEXAS ONE LOT SCATHE: 1"=30' 10 20 30 LEDGEND DIRECTION OF FLOW - H.C.D.R.- - HARRIS-COUNTY DEED RECORD 6.2 PROPOSED ELEVATION - _, 14.70 =STING ELEVATION T.G. TOP OF GRATE FLOW IM B.L. BUILDING LINE CL CENTER LINE M.H. MAN HOLE T.B.M. TEMPORARY BENCH MARK F.F. ELEV. FINISH FLOOR ELEVATION H.M. BENCH MARK U.E. UTILITY EASEMENT H.C.F'.C.D. HARRIS COUNTY FLOOD R.O.W. RIGHT OF WAY CONTROL DISTRICT 0 BENCH MARK: - CITY OF LA PORTE SURVEY MACKER #33, LOCATED AT THE INTERSECTION bF HWY 146 & FAIRMONT PARKWAY, ELEVATION 14.13. 1978 ADJUSTMENT q- 21--1.7 TEMPORARY BENCH MARK : - TOP OF MANHOLE LOCATED AT THE SOUTHEAST CORNER OF PROPERTY,. ELEVATION 13.71 MARSH/J, ENGINEERIII 8910 BELL 531 E 0 I�S'SOCIA TES SURVEYORS RECEIVE[ C JAN 1 61ua4 ? 0OZ13W- INDIII'�- C10 8th 5TREET TELE. BOX 0 I I Z J I • I 11 ' LANDSCAPING NOTE: �-% 1 f �' IRRIGATIO PLAN SHALL BE DESIGNED AND SUBMITTED BY IRRIGATION L-------------------------------------------------------------------------- i SPRJNKLEfR CONTRACTOR, PIPINGS SHALL BE PVC PIPE Ti'-IR UGHOUT X.10111�I�RfGATED AREAS PER CITY OF LA FORTE, TX. REQU#REM TS. 05 .5� / I PLANT TYPE El 225D2' S 0'9'45" E %CNUMBER OF PLANTS � 1. + RED TIP-PHOTINIA FRASERI 0 3'- 6" CALIPER RED OAK NOTE: 2. WAXLEAF LIGUSTRUM - 5 GALLON SIZE S. 3' - 6" CALIPER CREPE MYRTLE i. ALL LANDSCAPING AND IRRIGATION SYSTEMS AS SHOWN ON DWG'S. SHALL BE INCLUDED IN THE GENERAL CONSTRUCTION BID PRICE. LANDSCAPE WORK SHALL BE INCLUDED IN BASE BID 3. CHINEU615 PFITZERIANA JUNIPER - 5 GALLON SIZE 9• DRAW RED CREPE MYRTLE PRICE. CONTRACTOR SHALL VERIFY ANY OTHER SPECIFIC REQUIREMENTS FOR LANDSCAPE WORK WITH ARCHITECT. 10. WHEELER'S DWARI= PITTOSPOR,IM - I GALLON SIZE Landscaping Plan CONTRACTOR CAN PROVIDE ALTERNATE DESIGN SCHEME TO SCALE: i" = 20'-0" ARCHITECT DEFORE BID. �. SILVERSTAR WAXLEAF LICsUS7RUM - 5 GALLON SIZE ST AiIGLJSTINE LAU4GRASS 2. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM TO ALL LANDSCAPED AREAS WITH TIMER AND ALL CONTROLS 5 3" - 6" CALIPER RED 50 PER SPECIFICATIONS. 0 3. EACH LARGE TREE OR LARGE SHRUB MUST BE PLANTED AT LEAST 30" AWAY FROM ANY PAVED SURFACE. (0. 3" - 6" CALIPER JAPANEESE MAPLE PAUL MAYEUX architects o planners �., 1 w: THIS ARCHITECT AND D404EMK DRAWING S GTVEN IN CONFIDENCE AND LS THE SOLE PROPERTY OF THE ARCHITECT. IT SHALL NOT BE COPIED OR REPRODUCED IX ANY FORM WITHOUT THE PRIOR WRMEN CONSENT OF THE ARCHITECT. ALL COMMON TAW RICHFS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. PAUL YAYEUX ARCHITECT COPYRGHT YEM 1"s PAUL MAYEUX ARCHITECTS 822 eREIESPORT STE C SAN NUONO, TEXAS 78M 29Q U'LU70 FAX 2XIL8WUW ISSUE / REVISIONS Z , REVISION'S (1-14-91) REVISED SITE PLAN PROJECT - COMFORT SUITES LA PORTE, TEXAS OWNER date 5-2-91 job no. %29 drawn by DMOI-ILSEN checked by P.M. computer file C6DWG file no DXX sht. description LANDSCAPING PLAN RECEIVE[ sht. no. C6 .. 474cf ?F - dliAdRO S, AIKIN 9661 80 uer nqi 90\Z;-�\6Z96\S90f VV\ :0