Loading...
HomeMy WebLinkAboutFAIRFIELD INN & SUITES SITE PLANTe 0 20 40 S C A L E: 1"= 40' W. D 5T. v W. E 5T. Q ui W. G 5T. a 6 LEGEND EXISTING BOUNDARY EXISTING ASPHALT PVMT.EDGE EXISTING CURB & GUTTER EXISTING WATER MAIN W 8' KIM EXISTING SANITARY SEWER ------- s EXISTING SEWER MANHOLE o ssm+ i EXISTING CLEANOUT Oc.o. EXISTING ELECTRIC - EXISTING POWER POLE EXISTING �E P°(2y1 STORM SEWER �X_ l4 '?Cl, EXISTING FIRE HYDRANT -b-`H EXISTING STORM INLET EXISTING FENCE -- EXISTING WATER METER EXISTING GAS METER oc�' EX. TELEPH ON E r, CEPHPNET EXISTING TELEPHONE PAD 0 TELE EXISTING FENCE —�—h— EXISTING CONTOURS — — —13" — — BOUNDARY LINE — m m PROPOSED CURB PROPOSED SAW —CUT — PROPOSED STORM INLETS — — — # �❑ PROPOSED SITE LIGHT POLE PROPOSED HANDICAP SIGN PROPOSED HANDICAP LOGO 66 PROPOSED WATER METER ®WM PROP.CONCRETE WHEEL STOP o PROP.POWER POLE O PP PROP.MONUMENT/POLE SIGN PROP.BACK FLOW PREVENTER 0+++{ PROP.FIRE DEPARTMENT CONNECTION 00F.D.C. PROP.BLOCK RETAINING WALL PROP.SANITARY SEWER MH DO SSMH PROPOSED CLEAN OUTS O C.O. PROP.ROCK RIP RAP PROP.CONTOURS 15 PROP. TRANSFORMER JETI PROP. SEWER LINE 8"W — PROP. WATER LINE 6"SS — PROP. UNDERGROUND ELECTRICAL UGE— PROP. UNDERGROUND TELEPHONE UGT — PROP. UNDERGROUND GAS UGT— PROP. FIRE LANE LEGEND PUBLIC UTILITY EASEMENT P.U.E. SANITARY SEWER EASEMNET S.E. DRAINAGE EASEMENT D.E. WATERLINE EASEMENT W.E. CLEAN OUT C.O. GAS METER GM ELECTRICAL TRANSFORMER ET FIRE HYDRANT FH SANITARY SEWER MANHOLE SSMH STORM SEWER MANHOLE STMMH BUILDING SET BACK B.S. LANDSCAPE EASEMENT L.E. PRESSURE REDUCING VALVE PRV PROPOSED 24' WIDE FIRE LANE FIRE DEPARTMENT CONNECTION F.D.C. EXISTING FIRE HYDRANT TO BE TEE OFF 8" MAIN I I L21 1 I ( j I LANESCAPE II AREA I I 1 19 h � � 1 1 j j 3 EXISTING u' I CONCRETE j PAVEMENT q ( F 1 ( W 1 LL I I m U co w ¢ / I ¢ z 0 _/TS 1 j z z �O / , _ / o If m N 1 � I = 3 1 W0.5'Hi WZ j I/ co PROP. 8" WATERLINE �t I� I i m 1 LANDSCAPE) I AikEA 15'X15' VISIBILITY EASEMENT y TS nn 8 — AL FLOOD STATEMENT THE TRACT IS IN FLOOD ZONE X AND NOT WITHIN THE 100-YEAR PLAIN ACCORDING TO THE FEMA MAP# 48201CO945L DATED JUNE 18, 2007. BOUNDARY LINE DATA LINE NO. BEARING DISTANCE L1 EAST 20.00' L2 SOUTH 8.00, L3 EAST 10.00, L4 NORTH 8.00, L5 EAST 221.00' L6 SOUTH • L7 WEST 251.00' L8 NORTH 220.00' .- u7�7„ T, n n,., EXISTING ASPHALT PAVEMENT WATER METER & SANITARY SEWER SCHEDULE ID TYPE SIZE NO. SAN. SEW. D DOM. V. 1 6" Oj IRR. 1" 1 N/A FAIRFIELD INN & SUITES 1.266 ACRES OF RESTRICTED RESERVED "A", BLOCK 1 FAIRFIELD INN ADDITION PRAYOSHA VENTURES LP MIARSA ONE RESTRICTED RESERVE "A" RESTRICTED TO HOTEUMOTEL USE F.C. NO. 572207 M.R.H.C. ZONED:"GC" WEST "G" STREET (60' RIGHT-OF-WAY) EXISTING ASPHALT PAVEMENT OUTDOOR SWIMMING POOL, STORAGE AREA, & OUTDOOR FENCE. REFER ARCH. PLANS FOR THE DETAILS OUTS @ BENDS MIARSA ONE IA VENTURES LP RESTRICTED RESERVE "A" F.C. NO.572207 M.R.H.C. RESTRICTED TO HOTEUMOTEL USE ZONED: "GC" PROP. 1" TAP FOR IRRIGATION METER W/ BACK FLOW PREVENTION DEVICE PROP. 6" TAP FOR FIRE LINE PROP. 3" TAP FOR DOMESTIC METER W/ BACK FLOW PREVENTION DEVICE PROP. PRIMARY POWER TO TRANSFORMER EX. 8" WATER LINE UGE_ Um— Ua — UGEYUGE UGE— UGE_ 7UGa a"YI — ry 8"w — /— a — a'•w e"w — a^w — e"w — `— PROP. 6" EXISTING SANITARY FIRE HYDRANT SEWER' CONNECT PROP. PROP. 6" WATER 6" SANITARY SEWER CONNECTION TO LINE TO EX. 4.0' S.S.M.H. EX. WATER CITY APPROVING AUTHORITY CERTIFICATE SITE PLAN ACCURACY CERTIFICATE N ja N a GENERAL NOTES '( 0 1. ALL CONSTRUCTION SH LL BE IN STRICT ACCORDANCE WITH W THE STANDARDS OF THE C TY OF LA PORTE. W z 2. A PERMIT IS REQUIRE TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-W Y. THE PERMIT IS ISSUED BY THE PUBLIC WORKS DEPARTME qT. N N 3. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON ❑ THE PLANS IS TAKEN f ROM PUBLIC RECORDS. IT IS THE 4k ❑ CONTRACTOR'S RESPONSI 31LITY TO MAKE ARRANGEMENTS WITH Wfs THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO k WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND wo TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER ` ^ THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE o CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ` ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING T iE UTILITY. 4. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, m a_ Y 0- Y ° Y °- Y BROKEN OR DAMAGED, T E CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL -� IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AN ALIGNMENT. H F_ 5. ALL EXCAVATIONS, TR NCHING AND SHORING OPERATIONS Q Q m SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. z0 t- N DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH m m f- REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY 0- m m 5 AMENDMENTS THERETO. v cn w a 6. ADEQUATE MEASURE SHALL BE TAKEN TO PREVENT w Q J J EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS 0 � o D_ z AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL w w RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR w t- F o BETTER. in m 7. THE CONTRACTOR SHA RESTORE ALL AREAS DISTURBED BY U) N Of U)CONSTRUCTION TO 0 IGINAL CONDITION OR BETTER. - ro RESTORED AREAS INCLU E, BUT ARE NOT LIMITED TO TRENCH Lo Ln Lo Lo BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE O N N N DITCHES, DRIVEWAYS, PRI ATE YARDS AND ROADWAYS. r O N O 8. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE W I - t�o O N N BEEN RELEASED, SHALL B APPROVED BY THE CITY ENGINEER. Q 0 THESE CHANGES MUST BE RECEIVED IN WRITING FROM THE m 0 O O O FROM THE DESIGN ENGINE HR. THE DIRECTOR OF PUBLIC WORKS O N M SHALL APPROVE ANY DEVI TIONS FROM STATE REGULATIONS. z I, r 9. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGIN ER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE `��������\�����' �� E OF PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED it ON THE PLANS. .' 10. AN EXPANSION JOINT IS REQUIRED AT THE PROPERTY LINE „KARTAVYA S. PATELFOR ; Ali' �� �o.�� THE PROPOSED DRIVEWAY `9753 11. CONTRACTOR TO PROVIDE AND INSTALL 3" DOMESTIC COMPOUND METER TO MEET CITY SPECIFICATIONS. 05/28/2U7� SITE DATA NUMBER OF LOTS 1 EXISTING ZONING " GC" PROPOSED USE " GC" GROSS ACREAGE 1.266 AC (55,140 S.F.) PROPOSED BLDG. 1 ST FLOOR 10,615 S.F. PROPOSED BLDG. HEIGHT 53'-5" NUMBER OF ROOMS 68 REQUIRED PARKING (11 IER EA. RM) 68 REQUIRED HANDICAP PARKING 3 EMPLOYEE PARKING REQUIRED 4 TOTAL PARKING REQUIRED 72 TOTAL PARKING PROVIDE 72 (IN. 3 HANDICAP) PERCENTAGE OF LOT COVERAGE 19.25% IMPERVIOUS COVERAGE 44,112 S.F. OR 80.00% OPEN SPACE/LANDSCA E AREA 11,028 S.F. OR 20.00% NAICS CODE 721110 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF I KEVIN PATEL AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE FAIRFIELD INN & SUITES IN CONFORMANCE WITH THE ORDINANCE OF THE CITY OF LA PORTE. PROFESWSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND BY, Choautillo CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. DIRV OR F P NING DEP MENT BY: 5— f `VELT N-R7NI� t►ah�{t�� CITYPLANNER P.E. KARTAVYA PATEL � ` (t Aw ,q(o S* ' ` BY, w/ TEXAS REGISTRATION NO. 11525 W4*W �ett CITY 1iUofa `- Z,46' hA tzSaku ft. %lorki OWNER PORTE LODGING HOSPITALITY LLC 16331 WILDFIRE CIR. HUNTINGTON BEACH, CA 9264 PHONE: (562) 240-3658 CONTACT: jpatel@nemcrad.com ENGINEER TRIANGLE ENGINEERING LLC 1333 McDERMOTT RD STE 200 ALLEN, TEXAS 75013 CONTACT:KARTAVYA PATEL TEL: 214-609-9271 SURVEYOR B&B SURVEYING CO. 7218 HOLIER FOREST CT HOUSTON, TEXAS 77088 TEL: 713-942-2000 cl) _ I.IJ H 0 = W T Z Q W W=0 n. LL ce _ Q r L ti 0 z a a a W O 0 O Y Y a W o r E- z 5 m m o uj O h ¢ w SHEET # REVISION # 3 N m _ .. a_o aN GIN o- aw 1-- W . in O N u k �h A III I I I I I I I I . •.:: /:: ' °: '' If l�� 41 1 1 , 0111 I k BOUNDARY LINE DATA LINE NO. BEARING DISTANCE L1 EAST 20.00' L2 SOUTH 8.00, L3 EAST 10.00, L4 NORTH 8.00, L5 EAST 221.00' L6 SOUTH 220.00' L7 WEST 251.00' L8 NORTH 220.00' WATER METER & SANITARY SEWER SCHEDULE ID TYPE SIZE NO. SAN. SEW. OD DOM. 3" 1 6„ Oj IRR. T, 1 N/A c� LLd V W ZO U CL U r/' I. ' ,::.:.: "►' ...1� ............ ► :',.. 1 u 7 MIARSA ON t.W; SOLID SOD NOTES D a w >- rr p IH �..I PRAYOSHA VENTURES U LANDSCAPE NOTES U w t (. / I 1 as to achieve final contours indicated. Leave areas to race M fn Q :. :..:....:: I :.., .:..., . RESERVE A I 1 . Fine grade N are 1 7 verify all a isting and propose notify w final de n areas and 1 below fin g •. DY,,,, ;.1, Contractor shall x d site elements and topsoil 3" below fi !desired grade in planting a ° b I al grade W :3` . / LO D n l N0.572207 M.R Architect of any discrepancies. Survey data of existing conditions was p II RESTRICTED supplied by others, inlurfareas. d ...........'I 9 10 I ............ �.............'.' 10 HOTEUMOTEL ' ' ' ' ONED• "G( Adjust contours to achieve positive drainage away from buildings. Provide ' O / / Ill MFG Z 2. Contractorshall locate existing underground utildfes and notffyArch feet of d ft d b g d o aks in Ld ui � 2 herbre grade. , r I 4 FIRE LAND uniform rounding at top an ottom of an t g co ^ fA !r J any conflicts. Contractorshall exercise caution when working in the vicinity of Correct irregularities and areas where water may stand. (n N to /...'.'......... / undergroundubldfes. g Y w W W tom► Q 7 37 m., ":" o �n/— An _ �� — � —19G G" � 3 All lawn areas to receive solid sod a:hall be left in a maximum of 1 below final lY /T�'...., 4Q.., O N !............ operations nine • .: I ' ` • • • • ' • ' • ' .. ' ' 100 MFG 1.266 ACRES NPH I J 3. Contractoris responsible for obtaining all required landscape and irrigation finish grade. Contractor coordinate operet � ...:.:... � ............ � .. � Ad � -:: • 55,140 SF.F � ` permits. its Manager. o 0 0 '•�for to c d - rte Construction lion m.. -: 4. Contrectortoprovdeaminimum2%slopeawayfromallstinctures. i • .. N N N _ ..... :... 9 FAIRFIELD INN g e wdh o C9 �• / • • '•.: , • • • ' • • • • ' ' • ' ' .. �::.: - 4 existing on -site ConstinchonMana Manager of00 Q fY �.: •...:..' :.::....:.:...:.. ......... . • • - • �•::: { .;'.'; '''i'' DYH 68 GUEST ROOMS 5. All planting beds and lawn areas to be separated by steel edging. No steelto g P r) O N .( I be installed adjacent to sidewalks or curbs. Q ;: >:• _., :':::.. • :.,• • ; : . o. ; .,= ,; 20 5. Plant sod byhand to coverindicated area completely. Insure edges ofsod :..:. - .. I :., 4 STORY welds. o 0 0 0 f— 3 ' O _ . • ::; ., . • amtouching. To dressjoints b hand with topsoil to fill I .:, •, • • .. -: 140 . , SC All landscape areas to be 100% irrigated with an underground automatic 9• P l Y P AU..... 6 P 9 r0 imgation system and shall include rain and freeze sensors. O N r0 , ,. • . ; , . ,,, 6 Roll grass areas t achieve smooth, even surface free from unnatural _ Z I, . .... y, undulations. ur _r 7. All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the T ... .tom�:.• : .. p :::: wings: :.:..:. •: :<•.:.; 7. Watersodthorou hI assodo eretion ro resses. LLJQ i30.. DYh) 9 Y P P 9 �'.':... �; d 3 = S WP f—•• t .. � ............ 90 ....... .:•<::-�....:-: t.. .. Off'_ � , Q 100 MAINTENANCE NOTES 8. Contractor shall maintain all lawn areas unfit final acceptance. This shall SR qPp h 5 .' �... :. ... "'' , cultivating, cleanin ♦ c' 'y ` SC I I include, but not limded to: mowing, watering, weedingg Owner tenant and their a ent Nan shall be 'ointl and severall 9 sir �► I ................ 11 and replacing dead or bare areas to keep plants m a vigorous, healthy S Z .............. ..: The 9 Y .........'. :::......:..: :. .. : . m ................ 6 j responsible for the maintenance of all landscape. f U 1 Y Y (� �. MFG condition. O II. ( maintained m a neat and orderly manner at all times. / .. . ... .... . ..: .., ,.. ;..... I � 14 2. All shall bey :......... ................. _ • 7 9. Contractor shall guarantee establishment of an acceptable turf area and shall ?042 1 . ........ DYH This shall include mowing, edging, Pinning, fertilizing, watering, weeding and %. MFG ► provide replacement from local supply if necessary. 9T �,. EO• other such activities common to landscape maintenance. F ,. . . . . . ............................. � •) 10. If installation occurs between September 1 and March 1, all sod areas to be - 04.21.2015 15 .................. o I H 3. All landscape areas shall be kept free of trash, Idler, weeds and othersuch ; �' over with Winter Ryegress, at a rate of (4) pounds per one thousand ' ,H _ :.............. l 1 material or plants not part of this plan: (1000) re feet- . .............:......:..: I .......................... r.' ..j{. �.• .,: ... �..................:.......... 15 t. as is ..................... D,C.. 4. All plant matenal shall be maintained m a healthy and growing condition a — toseason NPH 1'... appropriate fortheoftheyear. $OCtD'SOD BERMUDAGRAS .:i . 00000. ::.......:. in IGAFOR.AL4TURRAREAS'.; 0 W TYP i : 10 3 ® ! 5. All plant material which dies shall be replaced with plant material of equal or :...•., P�...:... :...... .. VIP NPH — a ' , • _ • • 0.' ' val rshall rovide separate bidproposalforone ears maintenance to I •:, ..., ., ; ' ; . .: '. ... � ..... _ 6. Contractor P P Y . -. .. ..�m .. .... .... O „_.:. .. . ... .. _. .. .. ... .. .. .. . __.-. — � '--� begin after final acceptance. .. Cfl LO �. PH UGE- UGE- d UGE- GGE1GE , ... .. .—n M�9 •••—•--: :�9 -- M �,9 .!-,.T b�,9 -M,�4 .. M.,B ,,,M„9.. -- "M,9\.. I .—tee M,B •M.a . M.,e M,9 _ .WR, 3= -- .., M��9,.--�:, M.R ::�—•,M;A .3-:. NOTES . .. ' GENERAL LAWN t 3 FAticET ' .. . . . .. ....: ... . . .... ... ...... , ; :... , ., . • � ' C:O. ^—=t59-59 1. Fine grade areas to achieve final contours indicated on civil plans. s.yp I 15'x15'VISIBILITY ------------ _ — — — — — — — — — — — — 1 P a9 Y 9 TRIANGLE � � �- � %yr 2. Adjust contours to achieve positive drainage away from buildings. Provide SOLID SOD BERMUDA62ASS uniform rounding at top and bottom of slopes and other breaks in grade. / TYPICAL FOR ALL TURF AREAS Correct irregularities and areas where water may stand. 15 LANDSCAPE PLAN 3. All lawn areas to receive solid sod shall be left in a maximum of IN below _ WESn n LE: 9" = 20'-0" Co ordinate operations with on -site T G .STREET O � SCALE: final Contractor p PLANTLIST (60' RIGHT-OF-WAY) Construction Manager. TREES CITY. -TYPE COMMON NAME BOTANICAL NAME SI ZE REMARKS 4. Imported topsoil shall be natural, friable soil from the region, known as bottom 0 10 20 40 and soil, free from lumps, clay, toxic substances, roots, debris, vegetation, 7 LO Live Oak Querous virginiana 3" cal. container grown, 13' tit., 5' spread min., 5, clear trunk stones, containing no salt and black to brown in color. 24 WP Windmill Palm Trachycarpus fortunei : 7' ht. bare root, 7' ht staked with tri-pod staking 5. All lawn areas to be fine graded, irrigation trenches completely settled, and SHRUBS finish grade approved by the Owners Construction Manager orArohftect LANDSCAPE TABULATIONS prior to installation. CITY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS Street Frontage Requirement: (1) ornamental trees per 20 Lf. along major thoroughfares and 6. All rocks Y4" diameterand larger, dirt clods, sticks, concrete spoils, etc. 49 DYH Dwarf Yaupon Holly Ilex vomitoda'nana' 5 gal. container, 18" ht., 18" spread (1) ornamental tree per 30 I.f. along all other street frontages shall be removed prior to placing topsoil and any lawn installation 64 IH Indian Hawthom'Clara' Rhaphiclepis indfca'Clara 5 gal. container, 18" tit., 15" spread 53 MFG Mexican Feather Grass Nassellatenuissima 5gal. container full 7 Contractor shall provide (f") one inch ofimported topsoil onall areas to 201 NPH Needlepoint Holly fexcomuta'Needle oint' 5 gal. container, 20" ht., 20" spread P y P Required Provided receive lawn. GROUNDCOVERS State Hwy146 Throuhfare 220 Lf. (Major g ) QTY.TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 11- ornamental trees 11- ornamental trees OWNER LA PORTE LODGING HOSPITALITY LLC 16331 WILDFIRE CIR. HUNTINGTON BEACH, CA 9264 PHONE: (562) 240-3658 CONTACT: jpatel@nexxrad.com ' ENGINEER TRIANGLE E14GINEERING LLC . 1503 ASTORIA DRIVE ALLEN, TEXAS 75013 CONTACT:KARTAVYA PATEL TEL: 214-609-9271 SURVEYOR B&B SURVEYING CO. 7218 HOLER FOREST CT ' HOUSTON, TEXAS 77088 ` T EL: 71..9 -942-2000 Z — I— NNNNNW V a- �- J' Q _ LL LO 0 W PWP�� Q o o C) 0 CU/� `Z r m i a'- H W O ofQ - m Q w o Li _Y W 34 0 AJ Asian Jasmine Trachelospermum aslaticum 4" pots container, 3-5 (12") runners min. West G street- 251 IS. mp a o o U 250 SC Seasonal Color 4" pots container full, selection by owner 9- ornamental trees 10- ornamental trees u; 1 l I 1 - - '419' Bermudagrass Cynodondactylon'419' Solid Sod refer to notes landscape architects, inc. SHEET # REVISION # Parkin , 9 Lot - 1708 N. GdRn Street :. Requirement: 1 shade tree per 10 parking spaces Dallas, Texas 75202 : heights q O Tel 214.871.0083Fax NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All helg 72 parkin spaces) reads are minimums. All lent material shall meet or exceed remarks as indicated. Alltrees .45 and Sp P Required Provided � � - ..... Email smrQsm�-51a.com ..-:.....� L ■ to have straight trunks and be matching within varieties. 7- shade trees 7- shade trees TTT T I CS2 CS1 E i Y _ B B D I 0 B StA FAUX BRICK/ STONE = 4944 SF 1 FBR 12 ST1 SHOWN FOR CLARITY EIFS/SIDING = 2101 SF 12 z 3 4 3 EAST ELEVA I( A502 A502 A504 A504 1 = 3 �1 3 A501 REFERENCE NOTES 4DNOT USED O FBR FAUX BRICK D NOT USED A. BUILDING ELEVATION ARE APPROXIMATE AND WILL VARY I� EF1 PEARLESCENT ACCENT EIFS FINISH BASED ON STRUCTURAL SYSTEM. DALIGN 8 COORDINATE REVEALS ALONG FACADE OF B. REFER TO EXTERIOR FINISH INDEX FOR MATERIALS AND BUILDING. SEE ENLARGED DETAILS FOR DIMENSIONS. EF2 DARK EIFS FINISH COLOR COLORS. 7DCONTINUE REVEALS ALONG EXTENDED EDGE OF BUILDING EF2a ACCENT EIFS COLOR C. REFER TO EXTERIOR FINISH INDEX FOR TYPICAL FINISHES SIDE >DETAILSTRY CANOPY. SEE ENLARGED ELEVATIONS FOR - EF2b DARK EIFS FINISH COLOR -TEXTURED FOR EXTERIOR ELEMENTS SUCH AS TYPICAL LOUVER COLOR, DOOR FRAMES, CANOPY STRUCTURES, ETC. ® EF3 STAIR TOWER EIFS COLOR D. PROVIDE CONTRACTOR WITH COLOR PRINTS OF g>NOT USED EF4 MAIN BUILDING EIFS COLOR ELEVATIONS FOR ADDITIONAL CLARITY. 10 LOUVERED SUNSHADE © EF4a ACCENT EIFS COLOR 11 PTAC LOUVER INTEGRAL W/ WINDOW FRAME, FINISH TO MATCH WINDOW FRAME ST1 CULTURED STONE CRITERIA NOTES 12 EIFS CROWN MOLDING TRANSITION BETWEEN BRICK ON DTYPICAL GUESTROOM WINDOW @GROUND FLOOR SP1 ACCENT COLOR ROCK O ® FIRST FLOOR AND EIFS FINISH ON UPPER FLOORS. SEE DETAIL 13/A506. CS1 CULTURED STONE D TYPICAL GUESTROOM WINDOW FOR UPPER FLOOR CULTURED STONE D NOT USED 4 1 2 65401 64501 A501 A502 3 A502 TT T T T 12 11 T T 8 __ �1 / �1 0 A502 T 6 111111=00�ml I'll", Ell 111001111111" WEST ELEVA 1ON z Sma ��-- 2 A501 TOTAL FAUX BRICK/ STONE = 15700 SF (82.87%) APPROX. TOTAL EIFS/ SIDING = 3247 SF (17.13%) APPROX. TOTAL AREA = 18947 SF 4 A502 t 05-ROOF /1 43'-8- " FBR I 04-FOURTH FLOGR 33'-4S 6 11 03-THIRDFL00R C 23'-0" ,w i 02-SECOND F1.9% 12_ 8 1 I I A503 I I I I EF2b EF2a >6— 14 L7L 1rS 4- x. 4 r, - 51 r r 60 CS2 L— FBR EF2b I[_alCT9 I FBR K BRICK/ STONE = 2330 SF EIFS/ SIDING = 370 SF NOTE TO SUBS,. BUILDING SIGN PERMIT TO BE. ❑BTAINED SEPARATELY, THEY ARE NOT SHOWN ON ELEVATI❑NS, CONTACT OWNER AND ARCHITECT TO DISCUSS L❑CATI❑NS, 1 — — 05-ROOF '43'-B" — _ — 04-FOURTHFLOOR CS2 33'-4#ZW FBR���•� CS1 I T— — 03-THIRDFLOOR 23' - 0" — — 02-SECONDFLOOR/1 — 12'-8" — 2 NORTH ELEVATION 0 3 -i _ 05-ROOF 43' . 8" CS2 04-FOURTH FLO R 33' - 4" CS1 03-THIRD FLOOR__ /1 23-0 v 02-SECOND FL00_ _ R__,t1 12'-8-8" 01-GROUND FL00_ q S 0" I I CS2 I I 1 CS2 ST— 1 �OTTOM OF PORTE- COCHERE ROOF CLEAR MIN. I — - � �- L J. Fla F2b LI T i LI l rt -r-r=- I Lt f-f Y 4 r r r r, , i F � jFl [ _ _ r srf rr v PORTE-COCHERE SIGN ON NORTH SIDE OF STONE COLUMN. SEE Ot-GROUNOFLOOR STANDARDS MANUAL. 0^ — --- - FBR EF2b FAUX BRICK/ STONE = 4829 SF EIFS/ SIDING = 406 SF FAUX BRICK/ STONE = 3597 F SOUTH ELEVATION 1 EIFS/ SIDING = 370 SF 1 MVE' 3 •i-�0 --- A403 s� ........... 1F.... � lam' c �(, of 2oti PAREKH' ARCHITECTS PLLC PROJECT INFO: PROJECT NUMBERI 1418 DRAWN BY, SP REVISION: DATE DATE DATE DATE DATE 1..1� M ti E ~ m U U W U Y W 0- (D } a dU — w u > N = o U z z W w ry Q U) z 0 w W 04 o Lu 04 U) W x �—• w F- —i W 0 �n / J wV W Z - I-LLI w Q F O Q LL Q Q Q _W 4 CL W ry SHEET TITLE: BUILDING ELEVATIONS SCALE: AS SHOWN DATE-06-01-2015 SHEET NUMBER: A401