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HomeMy WebLinkAboutDrawingsUSE OF MATERIALS ON FACADE 'A' LEGEND TOTAL SQUARE FOOTAGE OF FACADE W: 960 MATERIAL AREA IN SQUARE FEET PERCENT OF OVERALL FACADE HARDI MATERIAL 768 SQFT 80.83% DOORS AND WINDOWS 192 SQFT 19.17% COLOR SELECTIONS \� COLOR AREA COLOR EXTERIOR BODY PERCENT OF OVERALL FACADE SW 6108 LATTE EXTERIOR TRIM 80.00% SW 7008 ALABASTER 192 SQFT EXTERIOR DOOR SW 6594 POINSETTIA USE OF MATERIALS ON FACADE W LEGEND vJ\ TOTAL SQUARE FOOTAGE OF FACADE V: 550.82 MATERIAL AREA IN SQUARE FEET PERCENT OF OVERALL FAC DE HARDI MATERIAL 484.82 SQFT 88.02°k (© (I I DOORS AND WINDOWS 66 SQFT11.98 /o o --- n rVr- A, 4 C, ti/a r USE OF MATERIALS ON FACADE 'C' LEGEND TOTAL SQUARE FOOTAGE OF FACADE V: 960 MATERIAL AREA IN SQUARE FEET PERCENT OF OVERALL FACADE HARDI MATERIAL 768 SQFT 80.00% DOORS AND WINDOWS 192 SQFT 20.00% USE OF MATERIALS ON FACADE 'D' LEGEND i TOTAL SQUARE FOOTAGE OF FACADE V: 550.82 j i i MATERIAL AREA IN SQUARE FEET PERCENT OF OVERALL FA4,1 DE PROPOSAL HARDI MATERIAL 478.17 SQFT 86.81% i DOORS AND WINDOWS 72.65 SQFT 13.19°k DRAWING: 1 1 1 1 I I 1 N/F LANDMARK ACQUISITIONS, LTD. 8.158 ACRES VOL. 4521, PG. 168 (LOCK -N -ROLL STORAGE) ZONED C-2 3�z EXISTING \ JITARY SEWER MANHOLE _ Nd �d SF \ m CU X GENERAL NOTES: SITE SPECIFICNOTES CITY SPECS AND DESIGN. \ 1. CONTRACTOR IS TO VERIFY THE EXACT 1.THE PRO ER S ZONED C-1, GENERAL ' ACCORDANCE WITH THE CITY OF COLLEGE 2. DEVELOPER PROVIDES 30' OF RIGID OR a -V N OF LOCATION COMMERCIAL. STATION UNIFIED DEVELOPMENT ORDINANCE. IMC CONDUIT FOR RISER POLES. CSU 'PA ' \ OFFICE BUILDING \ \ �i� INSTALLS RISER. UTILIDTIESRTICAL AND SERVICEDNING W \ \ 8. NO PORTION OF THIS TRACT IS WITHIN A j (2497 sq. ft.) \ \ WITHIN THE PROJECT AREA, WHETHER 2. PROPOSED BUILDING A IS 1 STORY 2,447 WITH 12' WALK 001 :SF THE LOMR DATED 1/17/2002 FOR THE CONDUIT AT DESIGNATED TRANSFORMERS OR \ c SHOWN ON PLANS OR NOT, AT LEAST 48 PRIOR TO CONSTRUCTION. SF BUILDING. - 1 SPACE \ t \ \ \ 000000000 HRS. ANY 4227/274 EFFECTIVE DATE JULY, 1992. 000000000 , 4 IF CONDUIT DOES NOT EXIST AT CONTRACTOR IS RESPONSIBLE FOR ANY 3. THE DEVELOPED AREA FOR THIS PROJECT�0 SPACES DAMAGE DONE TO EXISTING FACILITIES. CALL IS 0.4735 ACRES. 2 DICAF 50' DRAINAGE EASEMENT \ \ \ , 1-800-DIG-TESS. 1122/813 \ �' \ 2. ALL SITE WORK IS TO BE DONE IN 4. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. PR POSED \, \ \ \ CONFORMANCE WITH THE BRYAN /COLLEGE 10 SPACES 2 STATION 2008 STANDARD SPECIFICATIONS 5. ALL PROPOSED SIDEWALKS ARE PRIVATE. 3PACE H \ \ / FOR WATER & SEWER AND THE CITY OF 12 SPACES \ \ COLLEGE STATION STANDARD SPECIFICATIONS 6. THERE IS NO FIRE SPRINKLER SYSTEM ' 1 \ FOR STREETS & DRAINAGE. PROPOSED FOR THIS BUILDING. W i 30' PUBLIC \ (\ � LLI ACCESS EASEMENT \ ( `\ 20 10 0 20 3. ALL UTILITY LINES (WATER, GAS, 7. THIS LOT IS CONSIDERED A SINGLE \ SANITARY SEWER, G.T.E., STORM SEWER, BUILDING PLOT. �W 1122/813 / `\ \ SCALE IN FEET ETC.) SHOWN ARE TAKEN FROM BEST l \ \ AVAILABLE RECORD INFORMATION BASED ON 8. TRAFFIC IMPACT ANALYSIS IS NOT - -- 1= --- ---- \- - - - UTILITY P DOCUMENTS REQUIRED. Nd -1 3NI NVI 381 - - 4=1-� NVQ OBTAINED BCONSTRUCTIY FROM CITY & NDEPENDENT MINII UM PROPOSED 6'"SEWER INE \ EXI TING LO O AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS 9. PER AN AGREEMENT WITH LOCK -N -ROLL STORAGE, THIS SITE WILL SHARE DUMPSTER � GE j(PE APPROXIMATE MAY NOT I 5js' DOI SERVImttil C 9 1 � SLOPE \ SE ER LINE REPRESENT AS -BUILT CONDITIONS. USE WITH LOCK -N -ROLL. 1 \ �np S\ ) 1 \\ LOCATION 4. LANDSCAPING AND IRRIGATION DESIGN & 10. PER A PARKING AGREEMENT WITH S ( ARYI 0% OF I S c i S -S S -\S - _. _. _S � 0 DUMP TER -- -- ._ __ _ ANALYSIS WILL BE PROVIDED ON THE - LOCK -N -ROLL STORAGE, THIS DEVELOPMENT A WXI. GE 1 UM !(PE _ - -- _ _- --- - - LANDSCAPE & tRRIGA-TION PLANS.- --- ___WILL_SH_ARE - - PARKIN-G_WITH LOCK_N ROLL. _ _ - s"' NITARY 5. THE TOPOGRAPHY SHOWN IS FROM FIELD 11. THE CURRENT OWNER OF THIS PROPERTY /i SILT FENCE \\ m SURVEY DATA. IS LANDMARK ACQUISITIONS, LTD AS SHOWN - 356 FI' IN THE DEED FOUND IN VOL. 6305, PG. 161; BUILDING_ 6. THE BEARING SYSTEM SHOWN HEREON IS IN THE OFFICIAL DEED RECORDS OF BRAZOS w 0 m �� Xto _15' _ _ _ SETBACK LIN.E _ �' // \ / / REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT COUNTY. >" \ V \ / PROJECTION CENTRAL ZONE AND AS ELECTRICAL NOTES: l EXISTING FIRE LANE 68 EXIS-T1 G -- --PAR KTN G SPACES 4 EXISTING HANDICAP SPACES (LOCK -N -ROLL 0 RAG E C �--- 2 m CU X MONUMENTED ON THE GROUND. 1. DEVELOPER INSTALLS CONDUITS AS PER o� CITY SPECS AND DESIGN. \ EXISTING FIRE LANE 68 EXIS-T1 G -- --PAR KTN G SPACES 4 EXISTING HANDICAP SPACES (LOCK -N -ROLL 0 RAG E C �--- 2 m CU X MONUMENTED ON THE GROUND. 1. DEVELOPER INSTALLS CONDUITS AS PER o� CITY SPECS AND DESIGN. \ N U 7. BUILDING SETBACK LINES SHALL BE IN a a) �E ACCORDANCE WITH THE CITY OF COLLEGE 2. DEVELOPER PROVIDES 30' OF RIGID OR a -V PROPOSED \ \ STATION UNIFIED DEVELOPMENT ORDINANCE. IMC CONDUIT FOR RISER POLES. CSU \ 1 ' \ OFFICE BUILDING \ \ �i� INSTALLS RISER. � L'' W \ \ 8. NO PORTION OF THIS TRACT IS WITHIN A j (2497 sq. ft.) \ \ SPECIAL FLOOD HAZARD AREA ACCORDING TO 3. DEVELOPER WILL INTERCEPT EXISTING 0000000006 WITH 12' WALK PUBLIC UTILITY PFO OSED THE LOMR DATED 1/17/2002 FOR THE CONDUIT AT DESIGNATED TRANSFORMERS OR \ f c \ EASEMENT FLOOD INSURANCE RATE MAP (F.I.R.M.), OTHER EXISTING DEVICES AND EXTEND AS - 0 N ALL SIDES BIC CLE RAC K COMMUNITY PANEL NO. 48041 CO142C, REQUIRED. 000000000 4227/274 EFFECTIVE DATE JULY, 1992. 000000000 4 IF CONDUIT DOES NOT EXIST AT 4 � PRS\NG :ING ANALYSIS PARKING: O--FICE BLDG 'ER 250 SF :Q6IRED TOTAL PACES REQUIRED PARKING DEMAND 0 GPM 4 GPM 16 GPM METER 3.6 GPM/5,184 GPD 14.4 GPM LINE _ W, \ / \ 9. ALL ROOF AND GROUND -MOUNTED DESIGNATED TRANSFORMER OR OTHER \ \ MECHANICAL EQUIPMENT SHALL BE EXISTING DEVICES, DEVELOPER WILL FURNISH ' \ \ SCREENED FROM VIEW OR ISOLATED SO AS AND INSTALL CONDUIT AS SHOWN ON CSU \r / NOT TO BE VISIBLE FROM ANY PUBLIC ELECTRICAL LAYOUT. ADA RAMP \ RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, 5. DEVELOPER POURS TRANSFORMER PADS y I 6NNESCT WATER SERVICE MEASURED FROM A POINT 5 FEET ABOVE PER CITY SPECS AND DESIGN. TQ byJ I'LD I N G GRADE. SUCH SCREENING SHALL BE 6. DEVELOPER INSTALLS PULL BOXES AS PER s t W' COORDINATED WITH THE BUILDING Z1, z FL L� 8.5 �� / - ARCHITECTURE AND SCALE TO MAINTAIN A CITY SPECS AND DESIGN. (PULL BOXES p \ oI� -\ \ N F / I UNIFIED APPEARANCE. PROVIDED BY CITY.) \� `� I 10. PROPOSED SIGNS SHALL BE PERMITTED 7. DEVELOPER PROVIDES DIGITAL AUTOCAD PROPOSED 6 mIU 0)\ \\DREWDAWN SEPARATELY IN ACCORDANCE WITH UDO. SEE 2000 VERSION OF PLAT AND/OR SITE PLAN: _, -: -: _ R_-_ - _� � __ __ ,P..RKING AGREEMENT'VOL. 99 PG. 3 . - _47?�_ _ _ _ - = - -_ - A OL. 089 4 - m �N PRISES, 1=N�: ' j SIDEWALK W/ I� t ' {.. LLQ '1�. 8� AC R E� 8. DEVELOPER PROVIDES LOAD DATA FOR i p HANDICAP RA (n I 11. ALL PARKING SPACES WILL BE STRIPED PROJECT. VOL, 422\`, PT. 274. AS DETAILED IN THE ORIGINAL / mZONED - - \� ' LOCK -N -ROLL STORAGE SITE PLAN. 9. DEVELOPER PROVIDES TEMPORARY \ cD I N } BLANKET EASEMENT FOR CONSTRUCTION PURPOSES PROPOSED 2" -------- --- _____ r WATERLINE I t0 10. DEVELOPER PROVIDES EASEMENTS FOR SERVICE `n I ELECTRIC INFRASTRUCTURE AS INSTALLED P4 U) I FOR TELECTRIC LINES (INCLUDING STREET V11 \ (TYPE K CO PE �\ ( LIG" ING). N TUBING) I ACCESS EASEMENT _ 25' BUILDING _ - _j I Z SETBACK LINE 4227/274 I �t IRRIGATION NOTES: £ '\ 1. IRRIGATION SYSTEM MUST BE ( PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED 01 If Q q / ` -- PRESSURE PRINCIPLE BACK FLOW ,13 1 0 _TZ5cn=VU--W-18 -W-18 W`18 l 8 W-18 DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. I W-18 N - _ _ - I I 2. ALL BACKFLOW DEVICES MUST _ t \ C N N ECT TO EXISTING _ - - - - - - -_ / ` �'�""'-�`j `�� c('� BE INSTALLED AND TESTED UPON EXISTING 1 g" _ WATER__1_LN E� / �? / t REVIEWED IEWED f�" V1 � INSTALLATION AS PER CITY � I \ -TL = 254.5 PROPOSED 5/8 / \�,.,���� ORDINANCE 2394. 2 `� W^fiA ESP I�yN E \ - LUCE -WATER_ METE R_ - - - - - - EX I STI C- _ f1 [R -E -HYDRANT EXISTING ---- - _ DRIVEWAY�- _ Road �F.�ontage 6fas m CU X _n3 ._,. rn o� FIRE HYDRANT 30 N U EXISTING CONTOUR - MAJOR a a) �E EXISTING CONTOUR - MINOR a -V -m- and Usual BUILDING SETBACK UNE - - - - - M EASEMENT LINE � L'' W z "ti WATER LINE 24 000000000 U' CU 0) W=o ANDICAP PARKING SIGN 0000000006 5� Cf)co U rROPOSED SIDEWALK \ / \ 9. ALL ROOF AND GROUND -MOUNTED DESIGNATED TRANSFORMER OR OTHER \ \ MECHANICAL EQUIPMENT SHALL BE EXISTING DEVICES, DEVELOPER WILL FURNISH ' \ \ SCREENED FROM VIEW OR ISOLATED SO AS AND INSTALL CONDUIT AS SHOWN ON CSU \r / NOT TO BE VISIBLE FROM ANY PUBLIC ELECTRICAL LAYOUT. ADA RAMP \ RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, 5. DEVELOPER POURS TRANSFORMER PADS y I 6NNESCT WATER SERVICE MEASURED FROM A POINT 5 FEET ABOVE PER CITY SPECS AND DESIGN. TQ byJ I'LD I N G GRADE. SUCH SCREENING SHALL BE 6. DEVELOPER INSTALLS PULL BOXES AS PER s t W' COORDINATED WITH THE BUILDING Z1, z FL L� 8.5 �� / - ARCHITECTURE AND SCALE TO MAINTAIN A CITY SPECS AND DESIGN. (PULL BOXES p \ oI� -\ \ N F / I UNIFIED APPEARANCE. PROVIDED BY CITY.) \� `� I 10. PROPOSED SIGNS SHALL BE PERMITTED 7. DEVELOPER PROVIDES DIGITAL AUTOCAD PROPOSED 6 mIU 0)\ \\DREWDAWN SEPARATELY IN ACCORDANCE WITH UDO. SEE 2000 VERSION OF PLAT AND/OR SITE PLAN: _, -: -: _ R_-_ - _� � __ __ ,P..RKING AGREEMENT'VOL. 99 PG. 3 . - _47?�_ _ _ _ - = - -_ - A OL. 089 4 - m �N PRISES, 1=N�: ' j SIDEWALK W/ I� t ' {.. LLQ '1�. 8� AC R E� 8. DEVELOPER PROVIDES LOAD DATA FOR i p HANDICAP RA (n I 11. ALL PARKING SPACES WILL BE STRIPED PROJECT. VOL, 422\`, PT. 274. AS DETAILED IN THE ORIGINAL / mZONED - - \� ' LOCK -N -ROLL STORAGE SITE PLAN. 9. DEVELOPER PROVIDES TEMPORARY \ cD I N } BLANKET EASEMENT FOR CONSTRUCTION PURPOSES PROPOSED 2" -------- --- _____ r WATERLINE I t0 10. DEVELOPER PROVIDES EASEMENTS FOR SERVICE `n I ELECTRIC INFRASTRUCTURE AS INSTALLED P4 U) I FOR TELECTRIC LINES (INCLUDING STREET V11 \ (TYPE K CO PE �\ ( LIG" ING). N TUBING) I ACCESS EASEMENT _ 25' BUILDING _ - _j I Z SETBACK LINE 4227/274 I �t IRRIGATION NOTES: £ '\ 1. IRRIGATION SYSTEM MUST BE ( PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED 01 If Q q / ` -- PRESSURE PRINCIPLE BACK FLOW ,13 1 0 _TZ5cn=VU--W-18 -W-18 W`18 l 8 W-18 DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. I W-18 N - _ _ - I I 2. ALL BACKFLOW DEVICES MUST _ t \ C N N ECT TO EXISTING _ - - - - - - -_ / ` �'�""'-�`j `�� c('� BE INSTALLED AND TESTED UPON EXISTING 1 g" _ WATER__1_LN E� / �? / t REVIEWED IEWED f�" V1 � INSTALLATION AS PER CITY � I \ -TL = 254.5 PROPOSED 5/8 / \�,.,���� ORDINANCE 2394. 2 `� W^fiA ESP I�yN E \ - LUCE -WATER_ METE R_ - - - - - - EX I STI C- _ f1 [R -E -HYDRANT EXISTING ---- - _ DRIVEWAY�- _ Road �F.�ontage 6fas DEVELUem* ti 1 ; • S PLAT FILLU. '7 - l2 - 2-00 k ; m CU X _n3 ._,. rn o� ` 0 Landing N U CU �LL a a) �E 4" Max a -V 35' L and Usual 000000000 000000000 M 000000000 � L'' 000000000 z "ti 000000000 24 000000000 U' CU 0) W=o z o 0000000006 5� Cf)co U 000000000 o c 000000000 0.)N R m E 00000000000000000 N => O 000000000 000000000 000000000 V) U w W o z o�U< 0 / rr DEVELUem* ti 1 ; • S PLAT FILLU. '7 - l2 - 2-00 k ; Detectable woming surface (Domes to run parallel to pedestrian travel) Face of curb TYPICAL PLACEMENT OF DETECTABLE NOT C 9601 Indust ' I Drive Navasota, 77868 (936) 825,- 33 ext M � 1 fowj�e OF 10 .... KENT M. LAZA •65923 - THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KENT M. LAZA, P.E. #65923 ON MARCH 27, 2009 CML DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION 111 9243. W coQ mo L;jzz c� U � W V1 0 m CU X _n3 ._,. rn o� ` 0 Landing N U CU �LL a a) �E 4" Max a -V 35' L and Usual 000000000 000000000 M 000000000 � L'' 000000000 z "ti 000000000 24 000000000 U' CU 0) W=o z o 0000000006 5� Cf)co U 000000000 o c 000000000 0.)N R m E 00000000000000000 N => O 000000000 000000000 000000000 Detectable woming surface (Domes to run parallel to pedestrian travel) Face of curb TYPICAL PLACEMENT OF DETECTABLE NOT C 9601 Indust ' I Drive Navasota, 77868 (936) 825,- 33 ext M � 1 fowj�e OF 10 .... KENT M. LAZA •65923 - THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KENT M. LAZA, P.E. #65923 ON MARCH 27, 2009 CML DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION 111 9243. W coQ mo L;jzz c� U � W V1 0 -I- -I m CU X _n3 ._,. rn I- 9• Ony o • CU �LL 1- oiS 4- di 35' L Z 4 p �CD M w � L'' z "ti aS CNI 24 U' CU 0) W=o z o CLE DETAIL 5� Cf)co U SCK U 0.)N R m => O c3r LIJ V) U w W o z o�U< 0 � rr OO W o o LLI n- LLJ �W W�� 0)oo 0 Q � N r N LO O I I I 000 C3 I Q m U N "� 00 00 w 0 m �� Xto a00 ~~ >" -I- -I m CU X _n3 ._,. rn 9• Ony o • CU �LL oiS 4- di 35' L Z 4 p �CD M z "ti aS CNI 24 U' CU 0) W=o 0) 't CLE DETAIL Cf)co U SCK U 0.)N R m U a� 1 N I TY MAP - z SAM'S CLUB LOCK m ROLL PROJECT E STORAGE LOCATION U z 0 WINWOOD W j= s LANTATION SUBDIVISION Q ;AKS, ELL _ P -T -S POST 'Y - - - -- W OAK W0 ..a.r MALL W W CD 00 U3 U x 3 ,TANS DEVELOPMENT D FICE BUILDING = U ROAD EAST SUBDIVISION BLOCK 1, LOT 3R 0.4735 ACRES SHEET 515 EARL RUDDER FREEWAY GIE STATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2009 ENGINEER: ir t, Inc. Civil Development, Ltd. 2033 Harvey Mitchell Parkway South College Station, TX 77840 (979) 764-7743 OF F GENERAL NOTES: fr IRRIGATION NOTES. Ilii 1 CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND 5T BE PROTECTED BY EITHER A : • • 1. IRRIGATION SYS Ml�� VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES PRESSURE VACUUM 8 EAI;E-A REDUCED PRESSURE, aa xENT M. LAZA WITHIN THE CT WHETHER SHO • PROJECT AREA, WH R WN ON PLANS OR NOT, PRINCIPLE BACK FL DEVI ND INSTALLED AS PER CITY 65923 AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR ORDINANCE 2394. • �,'� IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. or�L l i CALL 1=800—DIG-TESS. UST BE INSTALLED AND TESTED 2 2. ALL BACKFLOW DE ICES 7 UPON INSTALLATION AS PER CITY ORDINANCE 2394. THE SEAL APP G oN Is 2. THE DEVELOPED AREA FOR THIS PROJECT IS 2497 SF (.4735 DOCUMENT WAS ORIZ BY C KENT M. LAZA, P.E. ACRES). #65923 ON MARCH 27, 2009 I CML DEVELOPMENT, LTD. TEXAS BOARD OF PRO ZONAL -C-11' . ENGINEERS REGISTRATION # 9243. 3. SUBJECT PROPERTY IS CURRENTLY ZONED C-1„ Z 4. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED 3:: PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY. I o TION LE ! Rid END G 5. 100% COVERAGE OF GROUNDCOVER DECORATIVE PAVING V) PVC j 1 ,, Sch 40 PVC Frontage Length Street (ft) Canopy -Trees 1,, PVC BALL VALVE SH 6 82 3 1” REDUCED PRESSURE Total 3 BACKFLOW PREVENTER Landscape _ 1 " IRAINBIRD DVX Area (ft2) w C014TROL VALVE • j 20,647 RAI BIRD 1300 A=F BUBBLER (1.5 GPM) I SYSTEM PRE SU E = 114 PSIG (AT METER) DESIGN PRES�URjE m Total Re !red Landscape = 25 PSIG AFTER REDUCTION LANDSCAPE REQUIREMENTS j Streetscape - Frontage Length Street (ft) Canopy -Trees Streetscape Points cn SH 6 82 3 492 Total 3 492 Landscape _ Lot Z o Area (ft2) w I Lot 3R, Blk 1 0.474 20,647 619 - m Total Re !red Landscape o LANDSCAPE PROVIDED Streets_cape - N Symbol Caliper Size 0 Quantity roint Value. i SO 3.5" and larger Live Oak 3 _ 900 (Quercus virginia) 07 Z V)w� w Point _ 3.5" and larger Live Oak 1 300 (Quercus vinia� _ Total Landscape Provided ___ 1::.00: O o Of v cn �w o o_ j LLJ L` w o ry V) V) M.0 LANDSCAPE REQUIREMENTS Streetscape - Frontage Length Street (ft) Canopy -Trees Streetscape Points SH 6 82 3 492 Total 3 492 Landscape _ Lot Area (ac) Area (ft2) Landscape Points I Lot 3R, Blk 1 0.474 20,647 619 m Total Re !red Landscape 1,111 LANDSCAPE PROVIDED Streets_cape - N Symbol Caliper Size Name & Type Quantity roint Value. i SO 3.5" and larger Live Oak 3 _ 900 (Quercus virginia) Landscape �T Symbol Caliper Size Name & Type Quantity Point LO 3.5" and larger Live Oak 1 300 (Quercus vinia� _ Total Landscape Provided ___ 1::.00: