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Home My WebLink AboutDrawings (2).15• PUDLIC VTKRY EASEMENT -r / •t' .. _ 1/2' . IRON ROO /410, Wow "o, LINE NE 7 /2' •MON ROD t J toll, IN0 0 11ANITAR�P :1:►t APROPOED.1 g s� WATER LINE LOWERING . p p V1.,...- .L.....,..._.,.._.. U' MENT WAS q o Z ... ......_. _ ___ s+ � -� G! u CONCRETE PAVE I A o ',. i _ � .. � p p iz f / � ,.•` � � .. � a._ 'r- , 3201 R �e _ -._ . _ .•... _. ; _...... 1 j:,l :' '93TWG NATURAL GROUND ONG CL i `•. �( �ttSTMIR WO WATCR LINE ........._ .. '•tet-- ! ` J' ' 11 `- +`_ _. „.. E)(IS'TING UNDERGROUND TELEPHONE CABLE MOM OPTICS) pROPOSW NEW DRIVE TO COMFORT SUITES ! 1 i .-f. _ - mAdWA1N 4' 'COKER > i i f - io m v jm I �J �� _ ! _ - -•. i_ . ..'!t:''_".'N" FOR..WATEMJW „�,+ v't. r r . t, r '' _,T1.- L x;# Z h IJP - t�fh \," ,!Zr iN` J AA i. 4.wi i xI Z Vvm< 1X ,.' ril'h..; x1l �3 r•�px #N �t f-.I_L .:i 1 lf_,:I'.I if'iiL. ' . t - �' t' 2. p t ^. W ' f ��Qr.� � t�;.r.• •--"' ._._. _ - .� __ _._ _ .__ - .._....W I,� �y v ` I'i,,� ,•_._;.., ;*-tr•^ - . r•,.: ,_� � -•' � � � ... _.�... )l �j : A F p U �_ .i.. �. e L ,�` `� �! l t 1 1 1J ;- . $' C $ �' x $ ° g SCALE: 1- .• 30' HORIZONTAL 8 x �d ggI k� 8 W/AT _. L Ir�t.; *: 1" S' VERTICAL io w .. i _ zz tVi�.f�l.?hirA a o PROPERTY UNE 1/2' • IRON ROD ,-• I. 1 _' i •'. °. 1. � ; .' : i :.. . 1. ALL WATER INFRASTRUCTURE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BRYAN / COLLEGE STATION UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT DEPTH AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCING WORK ACTIVITIES. 3. THE CONTRACTOR MUST HAVE 'A COPY OF CITY OF COLLEGE STATION STANDARD DETAIL SHEETS ON-SITE DURING CONSTRUCTION. 4• s,F, DENOTES PROPOSED "SILT -FENCE' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATNES 48 HOURS IN ADVANCE OF ANY EXCAVATION. COLLEGE STATION ENGR. BOB MOSLEY. P.E. - 764.3690 TXU ELECTRIC AND GAS KIM WINN 774.2506 VERIZON - DIGTEST - 800.344.8377 COX COMMUNICATION MIKE LAVENDAR - 846.2349 COLLEGE STATION ELEC. ~ TONY MICHALSKY - 764.3660 TOP OF MANHOLE LOCATED APPROXIMATELY 172' SOUTHEAST OF THE NORTHWEST CORNER OF SUBJECT SITE. ; ELEVATION - 289.30 Issue Date.- 02/11/05 ate:02/11/05 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: JL 0225/06 AGR Q� WATERLINE RELOCATION FEB 2 5 2005 COLLEGE STATION ENW-VEERING C 0 Sheet: 1 of 1 .o g: �: 1'• I PROPERTY UNE 1/2' • IRON ROD ,-• I. 1 _' i •'. °. 1. � ; .' : i :.. . 1. ALL WATER INFRASTRUCTURE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BRYAN / COLLEGE STATION UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT DEPTH AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCING WORK ACTIVITIES. 3. THE CONTRACTOR MUST HAVE 'A COPY OF CITY OF COLLEGE STATION STANDARD DETAIL SHEETS ON-SITE DURING CONSTRUCTION. 4• s,F, DENOTES PROPOSED "SILT -FENCE' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATNES 48 HOURS IN ADVANCE OF ANY EXCAVATION. COLLEGE STATION ENGR. BOB MOSLEY. P.E. - 764.3690 TXU ELECTRIC AND GAS KIM WINN 774.2506 VERIZON - DIGTEST - 800.344.8377 COX COMMUNICATION MIKE LAVENDAR - 846.2349 COLLEGE STATION ELEC. ~ TONY MICHALSKY - 764.3660 TOP OF MANHOLE LOCATED APPROXIMATELY 172' SOUTHEAST OF THE NORTHWEST CORNER OF SUBJECT SITE. ; ELEVATION - 289.30 Issue Date.- 02/11/05 ate:02/11/05 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: JL 0225/06 AGR Q� WATERLINE RELOCATION FEB 2 5 2005 COLLEGE STATION ENW-VEERING C 0 Sheet: 1 of 1 ra 9 TITLE BLOCK PROPERTY DESCRIPTION: GJ PARTNERS -LTD:- _ _ 911 ARTNERS -LTD:- 911 UNIVERSITY DR. E. COLLEGE STATION, TX 77820 RETAIL SPR PROPERTY BOUNDARY AVG. DAILY FLOW R.O.W. EASEMENT -BOUNDARY DOMESTIC WATER PROP. SAN. SEW. LINE 4 GPM EXIST. SAN. SEW. LINE 1,000 GPD PROP. WATER LINE (W.L.) PROP. STM. SEW. LINE _31 5 EXIST. CONT. PROJECT -6- FIRE HYDRANT (FH) :1 "zo SAN. SEW. MANHOLE (MH) LOCATION (D STM. SEW. MANHOLE U) STM. SEW. BOX INLET C! WW TE zo wo Al DRAINAGE ARROW a WATER METER (WM) �-- - >:.rn :.If CONC. DRIVE PROP. HANDICAP PARKING SPACE P 0 2 wo �= 3 MW , w,-. W Z) 13- cr PROP. HANDICAP RAMPS Eart Rudder Golf Course OWNER/DEVELOPER: GJ PARTNERS LTD. 911 UNIVERSITY DRIVE E. COLLEGE STATION, TX 77820 Telephone (979) 696-5719 Fax (979) 696-5775 CIVIL/SITE ENGINEER: CSC ENGINEERING & ENVIRONMENTAL CONSULTANTS, INC. 3407 TABOR ROAD BRYAN, TX 77808 Telephone (979) 778-2810 Fax (979) 778-0820 4'x4'x8' POSTS ON 8' CENTERS POSTS PLACED 2' BELOW PAVEMENT SURFACE In PARKING OFF-STREET PARKING REQUIREMENTS A. TOTAL NUNIBER OF PARKING SPACES TYPE OF USE FOR BUILDING AREA UNIT PARKING EXTENDED NUNIBER EXIST. & PROP. SQ. FT. REQUIRENIENTS OF REQUIRED BUILDINGS PARKING SPACES RETAIL SALES & SERVICES -EXIST DAVID 8,700 sq. ft. I space / 250 sq.ft. 35 PROP. AUDIO VIDEO 8,115 sq. ft. I space / 250 sq.ft. 33 TOTAL NUMBER OF PARKING SPACES REQUIRED: 68 TOTAL NUNIBER OF PARKING SPACES PROVIDED: 70 B. HANDICAPPED PARKING ANALYSIS 1. REQUIRED NUMBER OF ACCESSIBLE SPACES TOTAL PARKING NIINITVIUM TOTAL NUNIBER OF NUNIBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 1 26-50 2 1 51-75 3 1 FOR 70 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT GENERAL ACCESSIBILE 5 3 2EXTRA VAN ACCESSIBLE 2 1 1 EXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUNIBER. 1. SEE LANDSCAPING PLAN 6' ly #4 BARS 4' R CONTINUOUS 12' SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW PROPERTY BOUNDARY AVG. DAILY FLOW R.O.W. EASEMENT -BOUNDARY DOMESTIC WATER PROP. SAN. SEW. LINE 4 GPM EXIST. SAN. SEW. LINE 1,000 GPD PROP. WATER LINE (W.L.) PROP. STM. SEW. LINE _31 5 EXIST. CONT. -6- FIRE HYDRANT (FH) :1 "zo SAN. SEW. MANHOLE (MH) (D STM. SEW. MANHOLE U) STM. SEW. BOX INLET C! WW TE zo wo If 09 STM. SEW. CURB INLET DRAINAGE ARROW WATER METER (WM) �-- - >:.rn :.If CONC. DRIVE PROP. HANDICAP PARKING OFF-STREET PARKING REQUIREMENTS A. TOTAL NUNIBER OF PARKING SPACES TYPE OF USE FOR BUILDING AREA UNIT PARKING EXTENDED NUNIBER EXIST. & PROP. SQ. FT. REQUIRENIENTS OF REQUIRED BUILDINGS PARKING SPACES RETAIL SALES & SERVICES -EXIST DAVID 8,700 sq. ft. I space / 250 sq.ft. 35 PROP. AUDIO VIDEO 8,115 sq. ft. I space / 250 sq.ft. 33 TOTAL NUMBER OF PARKING SPACES REQUIRED: 68 TOTAL NUNIBER OF PARKING SPACES PROVIDED: 70 B. HANDICAPPED PARKING ANALYSIS 1. REQUIRED NUMBER OF ACCESSIBLE SPACES TOTAL PARKING NIINITVIUM TOTAL NUNIBER OF NUNIBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 1 26-50 2 1 51-75 3 1 FOR 70 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT GENERAL ACCESSIBILE 5 3 2EXTRA VAN ACCESSIBLE 2 1 1 EXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUNIBER. 1. SEE LANDSCAPING PLAN 6' ly #4 BARS 4' R CONTINUOUS 12' SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW UTILITY AVG. DAILY FLOW PEAK HOURLY FLOW DOMESTIC WATER 1 GPM 4 GPM SANITARY SEWER 1,000 GPD 167 GPH #4 BARS AT 16' O.C. E.W. TYPICAL FOR PCC PAVEMENT SECTION r- 6' — C"DEWIC fln"M SE PORTLAND CEMENT CONCRETE 'TREATED' SUBGRADE COURSE r 1 24' 1 UVVVr-L ff4 BAR, 24 LONG AT 18' O.C. 6tTs- RIGID PC CONCRETE PAVEMENT AND CURB DETAIL Q_-;TT--C-�-.NATURAL- SUBGRADE, EXISTING IN-SITU SOILS OR COMPACTED FILL SOILS PROP. HANDICAP LOADING ZONE OR PATHWAY NOTES: 1. Two Lots are treated as one site. 2. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right—of—way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. PROP. PCC. SIDEWALKS A 56 PROP. PARKING W j6 SPACES AND NUMBER OF SPACESW 0 :1 "zo 00, W U) C! WW TE zo wo ir GO z 0 T �-- - >:.rn :.If oa ZU z PROP. HANDICAP PARKING SPACE z E 00 TW- 0 2 wo �= MW , w,-. W Z) 13- cr PROP. HANDICAP RAMPS it 0, o0 6 0 CC, -7 — — — — --- — — — -- ------_-— — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- — — — — --- — — — — — — — — — — — — __F PLATTED PLATTED PnQQrr) HOLDING INC AAKAPQ r) TDnTTP'P APPLICANT/ SURVEYOR: BRITT RICE ELECTRIC L.P. 4.69 AC. TRACT I EXIST. 65' .74 AC. TRACT 1216/034 3002 LONGMIRE DRIVE PUBLIC ACCESS 1601/328 ZONED A -P COLLEGE STATION, TX 77845 ZONED A -P EASEMENT - - - - - Telephone (979) 693-4076 - -.-._- - - - - - - - - - - - - - - - - - - - - - - - - --- Fax (979) 693-9785 EXIST. PROP. TRASH DUMPSTER 15'_ WATER LINE ' ' I EXPANSJON�61R TWO ARCHITECTS: EASEMENT EXIST. 4" PROP --P _ARKI PARKING _13 LA ND WITH- PIR-OP-E-ND- CUMPTON & ASSOCIATES, INC. - - - - - - - - ISLANDS � - - - - - - SANITARY SEWER (203 sq. ft.) 10770 STATE HIGHWAY 30, SUITE 100 SERVICELINE COLLEGE STATION, TX 77820- - - - - -- ._- --- - - - - - - - - -- __ - - - -- - - _. - - ._ __ - - - --- J. BRETT CUMPTON, AIA 06" SANITAR)" EXIST. -3771 PROP. PARKING ISLAND DU M PSTER Fax (979) 774-9298 (185 sq. ft.) AREA Telephone (979) 846 SEWER LINE 20' ELECTRICAL EXIST, �L5' SIDE Z I I PROPERTY LINE S 21°4 27 E 442.50' 1 -7 -7 1U SETBACK -R-A =jaim CONNECT PROP. - SERVICE LINE TO EXIST SS PLATTED, LOT 3F, BLOCK V LINIVERSITY,PARK— P %ASE 11 ZONE�r _1 ) O—V COMFORT SUITES HOTEL (UNDER CONSTRUCTION) PLATTED COLLEGE STATION LODGING 2 AC. TRACT 5433/030 ZONED C-1, O -V 3 - 2'x4'x8' HORIZ. CROSS BEAMS 1'x6'x6' y fiN, VERTICAL PICKETS NOTE: 1. ALL WOOD MUST BE W T�,E SCREWS NEEDED FOR PICKETS. 3-1), 2. CORE EXIST PAVMENT FOR INSTALU 6' WOOD SCREEN FENCE (BACK FENCE) v� NOT TO SCALE Ul Of 8 n d W 0 0 Oft '� W rf 5: MW 91 :W:1 1, -iW �, W, - W- ZW a: X WW ZTZ .e Wo 0 ,_0 2 0, _2 �w X I V) "7- _W; _G� W W� CrWWR iLlYO2 < no 0! O<z z —0- Z 0) Or Z Opo 0 < 29 8 zo - 9 :W, ze g <- Z!e 2 < ri) 00 ir rn D > Of ry 1 0 & I- M�-, 0 W WW Of 0 0 0z , WE (.9 W �L, I z W Zn Of 5 Z a- W OO 0 n W W Of W 0 U) Of U) 5 (L < co J 53 0 W U_ W R0 0 co T z zo W< W IM rw H7:� R �X- C -D a 0 0 LL T_ 0 0 101 1 gl 0 El El ESS E.ss SETBACK LINE - - - - - - - - - - - + T ..0 T -7- '�L- '7� :-T- REMOVE _N'z71 R -U. FFT 0 1--1 rnarourfd -E"X1r-3`TT 10 X XISTING I Iras paceURB 9 13 Ti U 14 ST. 20' 1 E. Cl=re L._` �r�_��• � i � `.� - I i_._ __ _._......._ _ - __.. _.._ _.... __ _.._ _._.._..._._ _._..._._ - w ._._ _.._) .__. __ -. _._. _ ._ _._ ._._ _._.' t Q �t„��•' � w e. IN T_VFN_ > U 40' FRONT OPE SETBACK Vr_ '\S % 0: C) - ; '. E 2" R.P. ■ 0 (6 % 4', L..00 9.00 r-, -2 I RIC.P. - 10.50- �' W pl:: OPE 0 UJ 6" ANlIT RY! SL 31 30 1 7-D TOP LA_ ST --MAIN I L OF INLET I FIRE LANE PD. - U) U) o m LINE M N i Stor- t6r.- ■Di§fp� tioh� -A�.ea. - J UJ < 0 0 SEW IRIS RVII"CE A fry --------------- 0- SLO E -_J Z 0 c) �J, ;E U I I I UJ W UJ Of EXIST. BLDG 0 -T 37 U) - - - - - - - I 1 (0 Z' . ■ 0 7- SLOPE E5 I o- i_ I W I 'U) '� ' I PROP. PARKINbcr) a U5 uJi- 0 2,_ 1AJ - — — — — — — — — — — — — -- — — — — 30 29 16 > C4 UJ M C) bj:2 z r STRIPING bi i X I LT-! Z V) ::) Z David Gardner's LO W Cr_ LJ `'o 0 GJ PARTNERS LTD. I 00 18.001 z I r 1 94 0 1.32 AC. TRACT 0 ry 91', University Drive - - -- - - - - - - - - - - - 1 t - OD LJJ U) < _J 856/499 V) OPE I A700 sf Existing M L0 ry 0 U0 W z GJ FARII71\17. L 0 6.061 1k — F .. 4 U W UJ LIJ C C, > .5- At. TRACT LL 1AJ Pro Au�ioVideo- Bldg. IN W - - - - - - - - --- - z 5411 o4� 8115.3' SQ. FT. 1, SLOf EXIST. PARK _JY• I ■ clkli STRIPING G (NOT §PRIWLED) I U_ 20.00 TYP. UNO ry F F 31T. 50 0 — ---------------------- SHOW ROOM HSTALL A — y IP �q I P- r a- 7, 1, 0 IROOM - I i L*SSEX t' I 41 5.00 0=0 NEW NCRETE PAVING & F4 ,TEAT CURB HIS AREA. BRING CL M RATHEN A f� U WOOD 22 FILL TOP OF CURB OF PAVIN PAVING TO DRAIN 66 36 23 BACK fO EXISTING. G. 67 115, REAR 4 WOMEN 59 62 OMOE PROP. -III " ��iY''■'■ I( # ""u ` •,:± rr.,cm_.;,c:!�• ?,-ttt ex>:ye Ku BIKE :s:x^.e.>.,- .vx,u, uNx `a ' ' `a •a ■■'za-c sa;.slz .ca..�� L POWER. P01 E E N RACK UT + MIRY REGMAON ST EXIST, EXII ING STORM NEW SIDEWALK AND CURB. rY G \-�LIGN NEW OVERLAY CURB J BREAX 1 OM�E RETAINING I L� 1 1 LOP DRAIN CME04M WITH EXISTING EXISTING SLOPE UMNO Z) - - 9.00 WALL 717 301 EXISTING SLOPE 00 UY WIRE 91 - _ I ._.,EXISTING SLOPE - M w0i MD OFFM _4 1 0 CO OffidE EXIST PCC PAVEMENT I / al ELECTRICAL ____I < TRANSFORMER 1/2 SACK OF CONCRETE PER POLE TREATED FOR OUTDOOR USE. 2' 1/2' SCREWS NEEDED FOR RAILS. OF WOOD POSTS. 5 II NEW CURB EXIS,-, HYDR'AN- OFnGE l STORAGE o STORAGE HEATER 0.- I B'i cc SPEAKERS O"M 0, DF 42 46 Rd' 47 5 AJR 1�5 7 VIEL UILDI G SIGN SETB K . . . . . . Jr, L_ I F L-1 I N1 L_ 2" N 22'522" W 318.82' SERvleE 0 R4.. PROPERTY LINE -4 A KAC7 �m W � ww� M 0 � I N N E E nw� k —W RE — --------------- _W —V W W W W W —'V W — — — — — — — --- — — — — — — — — -- — — C( V— — — — — — — — — 0 —V -,4 W —W W w Id V — — — — — — — — — — --- — — — — — -- W W _24 — — — — — — — — — ELEVATION - 7 7- N NEW CONCRETE PAVING & PRO. PRIV. ROAD OffMATE EXIST CURB THIS AREA (BY OTHERS)f{i 10, P. U. E. EXIST. 8" -1 A� EXIST. WATER LINE 35' PUBLIC ACC SS- CONNECT,, MWIRED 7 +1 S E F�V1 E LINE 0 +2" - - - - - - - - - PLATTED 0 -IO-E)aS:�, -WL-- 2 0 PLATTED BWW DEVELOPMENT GROUP L.P. C3 +IT JAMES H. WOOD 1.38 AC. TRACT 13 44 N 1 06 AC. TRACT 1215/710 5933/233 ZONED C-1, O -V NOT RECIUM'.ED __kNiD__C-1, O -V V EWES FOR APLIA CE II AY 0 5 005 .EGES-5110N APLIANCE Y 0 5 2005 EGE STATION FEET ROJ. NO.: 105031-101 DRAWN BY: AEA/MDK DATE: 05/02/05 SCALE: AS SHOWN APPR:MFC FIGURE: SP -1 Vcilty Map (nts) General Notes: 1 1. Puffer Planting io not included in Site point Calculations 2. An Irrigation plan will be oubmited LO before CO io granted. co 3. 100% coverage g e of roundcover, `o I I decorative paving, or perrenial graoo will be z J matied drainage areas, parking lot oetbacko, rights of way, and adjacent property disturbed by construction for both AudioVideo and David Gardners Jewelers. TITLE BLOCK PROPERTY DESCRIPTION: APPLICANT/ SURVEYOR: GJ PARTNERS LTS. BRITT RICE ELECTRIC L.P. 3002D LONGMIRE DR. C Wooden 911 UNIVERSITY DR. E. 3 C.S., TX 77802 C.S. TX 77845 Fence UNIVERSITY DR. E. Telephone (979-693-4076) RATAIL Fox (979-693-9785) OWNER/DEVELOPER: GJ PARTNERS LTD. ARCHITECTS: 911 UNIVERSITY DR. E. CUMPTON & ASSOCIATES, INC. C.S. TX 77802 TEXAS 77802-4040 Telephone (979-696-5719) J. BRETT CUMPTON, AIA Fox (979-696-5775) Telephone (979) 846-3772 TOTAL FOI NTS PROVIDED 5260 Fax (979) 492-5197 CIVIUSITE ENGINEER: LANDSCAPE ARCHITECT: CSC ENGINEERING & ENVIRONMENTAL THE LAND DESIGN GROUP, INC. CONSULTANTS, INC. 3707 S. COLLEGE AVE. 3407 TABOR ROAD BRYAN, TEXAS 77801 BRYAN, TX 77808 Telephone (979) 846-2775 Telephone (979) 778-2810 Fox (979) 260-0626 Fox (979) 778-0820 Landscape Requirements Site /area points 81482 of/1000 x 30 = 2445 points required Landscape Points Provided and Plant Key 5treetocape 110into 180 If. total frontage/ 50 If. x 300 = 1080 points required TOTAL FOI NTS REQU IREP = 3525 FOI NT5 5t reetoca pe T ree5 180 if. U n i ve ro ity Drive/ 25 If. = 8 t ree5 required (13) Cedar Elm UImuo craooifolia Buffer .Area Requirements and Provisions 3.511+ cal. 300 pts each = 3900 Duffer Wall Distance 181' Duffer Canopy Trees Regd: 181 ft/25 8 Canopy Trees Puffer Non -Canopy Trees Regd 181 ft/ 15 13 Non -Canopy Trees (10) Crape Myrtle 15031. 40 pts each u 400 Lagerotromia indica Min. 3 trunks, 1.25" cal. each (40) Compact Nandina 5031. 10 pts each = 400 Nandina compacta (56) Dwarf Purforcl Holly 5 gal. 10 pts each = 560 Ilex cornuta 'Pufordii Nana' TOTAL FOI NTS PROVIDED 5260 FOI NT5 (10) Cedar Elm 3.511+ cal. Ulmuo craooifolia (14) Wax Myrtle 15 gal. Myrica cerifera Min. 3 trunks, 1.25" cal. each > a e O=ej _ � I ' rakE�Pack PROPERTY LIN W W W 7 M AD I , I 1010" \ a r7 4 06 C3 Q ��p • 4 44 N 22°5'22" W 318.82' W W W W W W W W W W 0 O REVIEWED FOR COMPLIANCE LAY 0 51005 Pni I FGF UATinhi DSC Al -J 1-J SCALE: 0 20' 40' 60' &)S- z - ��OS 1:Saj& Subm:eais 73y - '. 5/2/05 Alai ,► E o F i ov or o <o Af o o°e r 1900° �-� ° U q�CEN RG=i 4� Q r �a • � o v 0 2 ov fy, q .v w v � o o F a o � � 5 r � w m x 0 A O a H q • � O e7 O n � tj 1050 y o 'D u � ° m v .�p5p ,4 O G OCC w N 0 w� W 00 • � w o w � v 5 � H 0 v G DRAWN Aldi CHECKED DATE Apri 2005 SCALE i"=20' JOB NO. SHEET L 1 OF — W — I , I 1010" \ a r7 4 06 C3 Q ��p • 4 44 N 22°5'22" W 318.82' W W W W W W W W W W 0 O REVIEWED FOR COMPLIANCE LAY 0 51005 Pni I FGF UATinhi DSC Al -J 1-J SCALE: 0 20' 40' 60' &)S- z - ��OS 1:Saj& Subm:eais 73y - '. 5/2/05 Alai ,► E o F i ov or o <o Af o o°e r 1900° �-� ° U q�CEN RG=i 4� Q r �a • � o v 0 2 ov fy, q .v w v � o o F a o � � 5 r � w m x 0 A O a H q • � O e7 O n � tj 1050 y o 'D u � ° m v .�p5p ,4 O G OCC w N 0 w� W 00 • � w o w � v 5 � H 0 v G DRAWN Aldi CHECKED DATE Apri 2005 SCALE i"=20' JOB NO. SHEET L 1 OF Parking Sacs Analysis David Gardeners Jewelers 7600 of C--1 Detail/250 of = 31 spaces AudioVideo 4600 of C--1 Retail/250 of =19 spaces 1400 of warehouse/1000= 2 oaaceo TOTAL 5FACE5 REQUIRED= 52 5FACE5 TOTAL 5I7ACED PROVIDED= 67 5FACES ADA Accessible Spaces Required 67 spaces/ 25 = 3 ADA Spaces Required ADA Accessible Spaces Frovided = 5 Spaces LandscVe e ire is Site Area Fointo 80088 of/1000 x 30 = 2403 po i nto requ i red 5treetocape f ointo 510 If. total fro nta g e/ 50 If. x 300 = 3060 points required TOTAL FOINT5 REQUIRED = 5463 FOINTS Streetscape Trees 193 If. University Drive/ 25 If. = 8 trees rewired 317 If. Access Drive/ 32 If. =10 trees rewired I� Turnarouna - 5pace Landscape • Provided and Plant Key (26) Cedar Elm 3.5"+ cal. 300 pts each =7800 Ulmuo craooifolia (7) Crape Myrtle 15 gal. 40 pts each = 280 Lagerotromia indica (10) Sea Green Juniper 5 gal. 10p to each =100 Juniperuo chinenoio 'sea Green' ® (28) Giant Liriope 50 al. 1D pts each = 280 Liriope muscari 'Evergreen Giant' 5 21'04!27'W 44-2-50' �� 2 71 76" 8uifding Line r d3 [} £ & Q Q 'Id d tJ4r� . . >' 6dsttng fJ4r� fJ4r Trash ento ure Asian Jasmine 4" pots 0 pts each = 0 Trachleoopernum asiaticum bicolor Iris 1 gal. 0 pts each = 0 Dieteo bicolor p rO Um bens Juniper p er 0 pt1ga1. 5 ea h 0 . 9 uni er us J chin ensl s I�r cum .. o b n Annual Color 4" pots 0 pts each = 0 Total Site Area: 80088 of Total building SF: 15400 of Vicinty Map Y SCALE: ' 40 ....................... Fen e ;r5 TOTAL FOINT5 FROVlDED 8460 FOINT5 waiK Tor acceeg around buildina d 3e Square Pots Stone Planter 30" Stone Fire Hyd Submitals BY ®� OF T F s� *o o0000oo o o oco 0000000 ® °°°°w ALAN°KING°°°°°i �® r 0 ° 1900 0 ° Esc ! CE NS�°°.� f ,l 0 Y � Mow arip column�► ,,�� 30" Stone Fire Hyd Submitals BY ®� OF T F s� *o o0000oo o o oco 0000000 ® °°°°w ALAN°KING°°°°°i �® r 0 ° 1900 0 ° Esc ! CE NS�°°.�