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HomeMy WebLinkAboutPlans04 .�i 14V 1 CELL TOWER LEASE TRACT VOL. 4217, PG. 320 d rq (CROWN COMMUNICATIONS) J 3 a m 0 0: O 4aJ MURRAY L, KINMAN AND z ' WIFE, JUNIA E. KINMAN j 'T (REM. OF)15.37 AC. I VOL. 263, PG. 28 1 NO ZONING / • j M 50' CITGO PIPELINE EASEMENT — / z VOL. 8217, PG. 134 i 1 t / �1 i TEXAS A&M UNIVERSITY TEXAS A&M UNIVERSITY (REM. OF) 29.14 AC. (REM. OF) 6.89 AC. VOL. 1172, PG. 308 VOL. 1066, PG. 602 I NO ZONING NO ZONING I i 15' BLDG SETBACK 1 IR SET --------------------- i— ------ ---------------,------------- i I I 1 I I I 1 I I I I 1 10" CITGO n •— PIPELINE I I I i 1 I I I 1 � I I 1 j I i i % IR FOUND I i 1 I � EXISTING 8" WATER LINE 71 F v i I m N I I 1 � N ' NOTES: I 1 7.5' BLDG SETBACK z ,.�� • 3' 37'� E X1275 53' _ _.�..... . �._.� .. - - - - -� �— I °- 1. CURRENT TITLE APPEARS TO BE VESTED IN CITY OF COLLEGE �G 1 j a ^ STATION BY VIRTUE OF INSTRUMENT RECORDED IN VOL. 7252, PG. 21 4" SQUARE CONC MON. FOUND 1 1 f w a to Q ' OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. 1 I 1 _j to � W / I 1 C ai > 9 2. THE BASIS OF BEARINGS WERE DETERMINED ACCORDING TO TEXAS / i 1 l STATE PLANE, NAD83 (1986) DATUM, BASED ON 1994 CITY OF COLLEGE j PROPOSED STATION GPS MONUMENTS NO. 165 AND NO. 203 (S 49.9'39" W). 1 POND AND I I j WATER + I � PROPOSED j FEATURE i m WASTEWATER EXISTING 3. SUBJECT TRACT IS NOT WITHIN THE 100 YEAR FLOODPLAN 1 - _ J ^ MANHOLE ' 10" WATER ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS j I ------------- --- --------- i / CITY OF COLLEGE STATION ` LINE COUNTY, TEXAS & INCORPORATED AREAS, COMMUNITY NO. 480083, 1 1 = 1 PANEL NO. 0143C, MAP NO. 48041CO143C. EFFECTIVE DATE: JULY 2, 1992. 26.073 AC. I 3 VOL. 7252, PG. 21 I 1 i � / 4. STANDARD i r- EXISTING 6" - INDICATES CITY OF COLLEGE STATION CITY LIMIT / WASTEWATER —yljy� INDICATES SANITARY SEWER LINE PARKING I I v PROPOSED 3" tt61 1 rn WALTER E. GILMORE «. I WATER LINE I PROPOSED i MAIN Q INDICATES SANITARY SEWER MANHOLE 15.013 AC. rX. 1 0`^0�• I 30"SEWSTS 1 —' w — INDICATES WATER LINE MMM INDICATES WATER METER VOL. 559, PG. 215 z I �0 1 PROPOSED 6" + ZONED A-0 1 1 DQ INDICATES WATER LINE GATE VALVE / •� • 1 MAINWASTEXISTING s.. INDICATES FIRE HYDRANT ASSEMBLY 1 •` I / EXISTING INDICATES LIMITS OF PHASE I IMPROVEMENTS T 5'o t a WASTEWATER BLDG SET ACK jI` �• ` I 1 15' CATHODIC MANHOLE 5. LAND USE: INSTITUTIONAL • I 1 PROTECTION CURRENT: VACANT • PROPOSED USE: CITY CEMETERY EASEMENT PROPOSED:_ 1 1 VOL. 8217, " _ KINMAN UNIT WELL NUMBER 1 1 ZONED A-0 I PG. 134 / 8 WATER _- 0 �-- 100 2 0 0 BEXCO OPERATING, INC. 38.849 AC. ! o . 1 1. HANDICAP i PROPOSED 6" / 3 LINE VOL.s r 2029 PG. 3 r 2 PARKING (7) 1 100 S I I� WASTEWATER QQ y -,,§C p� C" i� ' APPROX. SIZE OF CURRENT PAD �� _ 1.327 ACRES TO REMAIN i ` • 1 3" WATER f SERVICE • J Q / ®® LINE w � ELEVATION �.�• �'� j \ _ �P o I METER / ��? 1 TYPICAL SECTION LEGEND I+ "'qtr OF T�♦��� ` P H I I� • ESTHO 220TLB/SYSURFACE COURS CER'6'IFICA�'E i ��p; •qs l j (" • i l �r tv i � '• t0 1 P H I ( �► • j i� AVIGATION *7 FL BS (CMP IN PLC) t t 42 AC. " , I EASEMENT , ' Q Q REQUIRED Z�'o (TY (6) , *1 I ZONED INSIDE • • • i I� Q •L1 M ...................:.. 1 COMMITAL SHELTER s .1i.V. " • 6" LIME STABILIZED ! MICHAEL A. MARTIN s' 1 COLLEGE STATION • 1" 1 / ® SUBGRADE (LSS) 6Y. © +2 "'.. "•"................ t CITY LIMITS !1300 SF) HIGHEST « • _ , • / (� 0 1 -o. i + POINT 18' ABOVE �""• 1 I • 8" CONTINUOUSLY REINFORCED 6 J� 2 8 2 / K-/ � o0 %2" IR GATES 11r2" IR SET TO CONC M0h . eco IR FOUND MAINTENANCE BUILDING (5400 SF) I i WALTER E. GILMORE I 1.717 AC. 1 VOL. 221, PG. 451 ' 1 I I PROPOSED FIRE HYDRANT Iz ti IR FOUND 10 c PROPOSED GRADE w4 + 1 0\• PROPOSED 8" o I / ® CONCRETE PAVEMENT '1'�1 i,'A�� • �/ O ,•'�� INFORMATION j • WATER LINE 1 " - NOTREQUIREJ } 1, F`s ..ENSti.•G���r � IR FOUND , *-'* Q PRIME COAT (MC 30) �� S/OVAL EN-- + CENTER (1300 SF) I PROPOSED � • 1 \ �`v1`•`�4 !!( PROPOSED 3" HIGHEST POINT 18" STORM �o` 1! /• 1 18 ABOVE SEWER 4 i� , o MASTER SITE P L A N WATER LINE " ____________ + � t . 6 24 RIBBON CURBtSEE CITY STD ST1> b*�""k"'='f �"'—`—`"—"'� , PROPOSED GRADE i o / PROPOSED FIRE , f� + 0 24" LAY DOWN CURB(SEE CITY STD STI) HYDRANT PROPOSED O IR FOUND 24" STORM ; �� / ULTIMATE D ER EXISt G BUIL ING \ / ® 2 COURSE SURFACE TREATMENT N O T F O R RECORD P H I I TO BE EMOVED • 28FT On 0 t / LIMITS OF PAY 3 v a EXISTING BUILDINGS " 1 / 2OFT i� [� io to M 4- TO BE REMOVED t • LIMITs� PAY 1 2 2FT O r IR SET MEMORIAL N a_j c; 2 CITY OF COLLEGE STATION 10FT I 1OFT F C W J " n' 8.621 AC. t / LANE LAZE 3 j VOL. 7488, PG.. 273 + j a� Pcl OD Q ..� _ VARIES .yarrEs O F COLLEGE S T A T I O N OD / --- -' --- ----------------------llm_='=�---- 1 ----- �J6 A C OD �ppp c��y 56m 0 SEE DETAIL A SPIRIT GATE WRCA�SECTIO IAL LOOP SEE DETAIL B N I / •y SPIRIT GATE LOOP! STA 100+10.00 TO STA 115+48.73 i PROPOSED � t � z M I � �/ �ry CITY MEMORIAL LOWS STA 200+10.00 TO STA 2tT+26.85 BLOCK ONE TR SET I PROPOSED 3" WATER LINE POND AND PROPOSED j + N N , h JOSEPH E o SCOTT LEAGUE A-50 1 WATER IR FOUND I PROPOSED 3" WATER METER FEATURE 30" STORM " ' PROPOSED ( 1 / 6 1 5 1 7 2, ' SEWER - 16 STORM 1 / 5 10 H N H J O N S $$.23' `� 5' �� `_ +�� , SEWER , / 25' z n S LEAGUE A-26 10" DRI�Ejyq EN \�• " I EXISTING UILDIN / BLDG SETBACK 2 •; IR SET GATES j . TO SE R ED 1 j JOHN H. JONES SURVEY A-148 ► r2 IR SET . COLLEGE STATION BRAZOS CO.,TEXAS • ORI T�56•q �,,,� ..•�,,,,� ' 1 / / PROPOSED 8" 3 s " Ww�� EN 9 y -'"�•° CONC ROW PROPOSED " i / ' WATER LINE 9 r 01, t3j 4541.r'�`.`��` �. • MARKER FIRE I i / DETAIL e _ t ""� HYDRANT 1 // � DETAIL A EI w •\� FOUND ° i / NOTES: c Ir we 25 �' I p� OWNED AND DEVELOPED BY: LDG SETBACK " •.,` EXISTING DRIVEWAY " y 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW CITY OF COLLEGE STATION •\� - TO BE REMOVED • PROPOSED RA R,M. 60 , `�•"""-.� 1 _ _ f , 4" WATER 1 CO OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT ,J 2��� 1101 TEXAS AVE. y NO 100' " 1"'Q� -.l�.Z - ' 2Z{ 1' METER j / WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH COLLEGE STATION, TX 77840 V I ✓-` / �F M. 60jSTOT2ER A'RKtY gg� • . �. _ _ ___ _4__ _____! SCREENING SHALL BE CQORDINATED WITH THE BUILDYNG ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED �I„� ���jaN (979) 764-3486 4y S 4d•38'40" APPEARANCE. ENGINEERING APRIL 21, 2008 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS CONC ROW MARKER FOUND 1 REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS THE PARKING LOT SETBACK, RIGHTS-OF-WAY, PREPARED BY: • S 50.12 48" W - 263. 1 _.---.------ AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. r 00 5 1 �/2" IR SET 3. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A " IR FOUND '"R 1 PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALL D A %jW5Q2pW EXISTING DRIVEWAY 1 " i 1 i ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED JACOBS TO BE REMOVED r2 IR SET UPON INSTALLATION AS PER CITY ORDINANCE 2394. COMPLIANCE Edwards and Kelcey EXISTING DRIVEWAY PROPOSED 8° PROPOSED DRIVEWAY REPLACING TO BE REMOVED 4. NO DWELLINGS OR MULTI -FAMILY BUILDINGS 526 E. U IVERSITY DR STE. 201A/ COLLEGE STATION, TX 77840 WATER LINE EXISTING DRIVEWAY TO BE CONSTRUCTED ON SITE. JUN 13:2000 OFFICE (979)764-9119 / FAX (979)764-9229 5. NO TRAFFIC IMPACT ANALYSIS REQUIRED mmart i n1 1 0 1 6., 21 AM 5/ 961g\070055.00 AD S 1� AN I E�' 0.1 . dgn w _-KAT FILED SARAH ANN HENSZ, ET AL JAMES L. BOONE, JR. AND 10.345 AC. DOROTHY SENS WIFE, LILLIAN BOONE VOL. 2772, 1 9.993 AC. (REM. OF)9.959 AC. BRAZOS COUNTY PGS.252,255,258,&261 1 VOL. 3425, PG. 76 VOL. 167, PG. 78 NO ZONING I NO ZONING NO ZONING 1 IR FOUND IR FOUND 20' DRAINAGE 1 IR FOUND EASEMENT 1 N 42.03'43" E - 1350.87' --- ------------------------ / COLLEGE STATION IR FOUND CITY LIMIT j 24" STORM SEWER — 1 CELL TOWER LEASE TRACT VOL. 4217, PG. 320 d rq (CROWN COMMUNICATIONS) J 3 a m 0 0: O 4aJ MURRAY L, KINMAN AND z ' WIFE, JUNIA E. KINMAN j 'T (REM. OF)15.37 AC. I VOL. 263, PG. 28 1 NO ZONING / • j M 50' CITGO PIPELINE EASEMENT — / z VOL. 8217, PG. 134 i 1 t / �1 i TEXAS A&M UNIVERSITY TEXAS A&M UNIVERSITY (REM. OF) 29.14 AC. (REM. OF) 6.89 AC. VOL. 1172, PG. 308 VOL. 1066, PG. 602 I NO ZONING NO ZONING I i 15' BLDG SETBACK 1 IR SET --------------------- i— ------ ---------------,------------- i I I 1 I I I 1 I I I I 1 10" CITGO n •— PIPELINE I I I i 1 I I I 1 � I I 1 j I i i % IR FOUND I i 1 I � EXISTING 8" WATER LINE 71 F v i I m N I I 1 � N ' NOTES: I 1 7.5' BLDG SETBACK z ,.�� • 3' 37'� E X1275 53' _ _.�..... . �._.� .. - - - - -� �— I °- 1. CURRENT TITLE APPEARS TO BE VESTED IN CITY OF COLLEGE �G 1 j a ^ STATION BY VIRTUE OF INSTRUMENT RECORDED IN VOL. 7252, PG. 21 4" SQUARE CONC MON. FOUND 1 1 f w a to Q ' OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. 1 I 1 _j to � W / I 1 C ai > 9 2. THE BASIS OF BEARINGS WERE DETERMINED ACCORDING TO TEXAS / i 1 l STATE PLANE, NAD83 (1986) DATUM, BASED ON 1994 CITY OF COLLEGE j PROPOSED STATION GPS MONUMENTS NO. 165 AND NO. 203 (S 49.9'39" W). 1 POND AND I I j WATER + I � PROPOSED j FEATURE i m WASTEWATER EXISTING 3. SUBJECT TRACT IS NOT WITHIN THE 100 YEAR FLOODPLAN 1 - _ J ^ MANHOLE ' 10" WATER ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS j I ------------- --- --------- i / CITY OF COLLEGE STATION ` LINE COUNTY, TEXAS & INCORPORATED AREAS, COMMUNITY NO. 480083, 1 1 = 1 PANEL NO. 0143C, MAP NO. 48041CO143C. EFFECTIVE DATE: JULY 2, 1992. 26.073 AC. I 3 VOL. 7252, PG. 21 I 1 i � / 4. STANDARD i r- EXISTING 6" - INDICATES CITY OF COLLEGE STATION CITY LIMIT / WASTEWATER —yljy� INDICATES SANITARY SEWER LINE PARKING I I v PROPOSED 3" tt61 1 rn WALTER E. GILMORE «. I WATER LINE I PROPOSED i MAIN Q INDICATES SANITARY SEWER MANHOLE 15.013 AC. rX. 1 0`^0�• I 30"SEWSTS 1 —' w — INDICATES WATER LINE MMM INDICATES WATER METER VOL. 559, PG. 215 z I �0 1 PROPOSED 6" + ZONED A-0 1 1 DQ INDICATES WATER LINE GATE VALVE / •� • 1 MAINWASTEXISTING s.. INDICATES FIRE HYDRANT ASSEMBLY 1 •` I / EXISTING INDICATES LIMITS OF PHASE I IMPROVEMENTS T 5'o t a WASTEWATER BLDG SET ACK jI` �• ` I 1 15' CATHODIC MANHOLE 5. LAND USE: INSTITUTIONAL • I 1 PROTECTION CURRENT: VACANT • PROPOSED USE: CITY CEMETERY EASEMENT PROPOSED:_ 1 1 VOL. 8217, " _ KINMAN UNIT WELL NUMBER 1 1 ZONED A-0 I PG. 134 / 8 WATER _- 0 �-- 100 2 0 0 BEXCO OPERATING, INC. 38.849 AC. ! o . 1 1. HANDICAP i PROPOSED 6" / 3 LINE VOL.s r 2029 PG. 3 r 2 PARKING (7) 1 100 S I I� WASTEWATER QQ y -,,§C p� C" i� ' APPROX. SIZE OF CURRENT PAD �� _ 1.327 ACRES TO REMAIN i ` • 1 3" WATER f SERVICE • J Q / ®® LINE w � ELEVATION �.�• �'� j \ _ �P o I METER / ��? 1 TYPICAL SECTION LEGEND I+ "'qtr OF T�♦��� ` P H I I� • ESTHO 220TLB/SYSURFACE COURS CER'6'IFICA�'E i ��p; •qs l j (" • i l �r tv i � '• t0 1 P H I ( �► • j i� AVIGATION *7 FL BS (CMP IN PLC) t t 42 AC. " , I EASEMENT , ' Q Q REQUIRED Z�'o (TY (6) , *1 I ZONED INSIDE • • • i I� Q •L1 M ...................:.. 1 COMMITAL SHELTER s .1i.V. " • 6" LIME STABILIZED ! MICHAEL A. MARTIN s' 1 COLLEGE STATION • 1" 1 / ® SUBGRADE (LSS) 6Y. © +2 "'.. "•"................ t CITY LIMITS !1300 SF) HIGHEST « • _ , • / (� 0 1 -o. i + POINT 18' ABOVE �""• 1 I • 8" CONTINUOUSLY REINFORCED 6 J� 2 8 2 / K-/ � o0 %2" IR GATES 11r2" IR SET TO CONC M0h . eco IR FOUND MAINTENANCE BUILDING (5400 SF) I i WALTER E. GILMORE I 1.717 AC. 1 VOL. 221, PG. 451 ' 1 I I PROPOSED FIRE HYDRANT Iz ti IR FOUND 10 c PROPOSED GRADE w4 + 1 0\• PROPOSED 8" o I / ® CONCRETE PAVEMENT '1'�1 i,'A�� • �/ O ,•'�� INFORMATION j • WATER LINE 1 " - NOTREQUIREJ } 1, F`s ..ENSti.•G���r � IR FOUND , *-'* Q PRIME COAT (MC 30) �� S/OVAL EN-- + CENTER (1300 SF) I PROPOSED � • 1 \ �`v1`•`�4 !!( PROPOSED 3" HIGHEST POINT 18" STORM �o` 1! /• 1 18 ABOVE SEWER 4 i� , o MASTER SITE P L A N WATER LINE " ____________ + � t . 6 24 RIBBON CURBtSEE CITY STD ST1> b*�""k"'='f �"'—`—`"—"'� , PROPOSED GRADE i o / PROPOSED FIRE , f� + 0 24" LAY DOWN CURB(SEE CITY STD STI) HYDRANT PROPOSED O IR FOUND 24" STORM ; �� / ULTIMATE D ER EXISt G BUIL ING \ / ® 2 COURSE SURFACE TREATMENT N O T F O R RECORD P H I I TO BE EMOVED • 28FT On 0 t / LIMITS OF PAY 3 v a EXISTING BUILDINGS " 1 / 2OFT i� [� io to M 4- TO BE REMOVED t • LIMITs� PAY 1 2 2FT O r IR SET MEMORIAL N a_j c; 2 CITY OF COLLEGE STATION 10FT I 1OFT F C W J " n' 8.621 AC. t / LANE LAZE 3 j VOL. 7488, PG.. 273 + j a� Pcl OD Q ..� _ VARIES .yarrEs O F COLLEGE S T A T I O N OD / --- -' --- ----------------------llm_='=�---- 1 ----- �J6 A C OD �ppp c��y 56m 0 SEE DETAIL A SPIRIT GATE WRCA�SECTIO IAL LOOP SEE DETAIL B N I / •y SPIRIT GATE LOOP! STA 100+10.00 TO STA 115+48.73 i PROPOSED � t � z M I � �/ �ry CITY MEMORIAL LOWS STA 200+10.00 TO STA 2tT+26.85 BLOCK ONE TR SET I PROPOSED 3" WATER LINE POND AND PROPOSED j + N N , h JOSEPH E o SCOTT LEAGUE A-50 1 WATER IR FOUND I PROPOSED 3" WATER METER FEATURE 30" STORM " ' PROPOSED ( 1 / 6 1 5 1 7 2, ' SEWER - 16 STORM 1 / 5 10 H N H J O N S $$.23' `� 5' �� `_ +�� , SEWER , / 25' z n S LEAGUE A-26 10" DRI�Ejyq EN \�• " I EXISTING UILDIN / BLDG SETBACK 2 •; IR SET GATES j . TO SE R ED 1 j JOHN H. JONES SURVEY A-148 ► r2 IR SET . COLLEGE STATION BRAZOS CO.,TEXAS • ORI T�56•q �,,,� ..•�,,,,� ' 1 / / PROPOSED 8" 3 s " Ww�� EN 9 y -'"�•° CONC ROW PROPOSED " i / ' WATER LINE 9 r 01, t3j 4541.r'�`.`��` �. • MARKER FIRE I i / DETAIL e _ t ""� HYDRANT 1 // � DETAIL A EI w •\� FOUND ° i / NOTES: c Ir we 25 �' I p� OWNED AND DEVELOPED BY: LDG SETBACK " •.,` EXISTING DRIVEWAY " y 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW CITY OF COLLEGE STATION •\� - TO BE REMOVED • PROPOSED RA R,M. 60 , `�•"""-.� 1 _ _ f , 4" WATER 1 CO OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT ,J 2��� 1101 TEXAS AVE. y NO 100' " 1"'Q� -.l�.Z - ' 2Z{ 1' METER j / WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH COLLEGE STATION, TX 77840 V I ✓-` / �F M. 60jSTOT2ER A'RKtY gg� • . �. _ _ ___ _4__ _____! SCREENING SHALL BE CQORDINATED WITH THE BUILDYNG ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED �I„� ���jaN (979) 764-3486 4y S 4d•38'40" APPEARANCE. ENGINEERING APRIL 21, 2008 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS CONC ROW MARKER FOUND 1 REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS THE PARKING LOT SETBACK, RIGHTS-OF-WAY, PREPARED BY: • S 50.12 48" W - 263. 1 _.---.------ AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. r 00 5 1 �/2" IR SET 3. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A " IR FOUND '"R 1 PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALL D A %jW5Q2pW EXISTING DRIVEWAY 1 " i 1 i ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED JACOBS TO BE REMOVED r2 IR SET UPON INSTALLATION AS PER CITY ORDINANCE 2394. COMPLIANCE Edwards and Kelcey EXISTING DRIVEWAY PROPOSED 8° PROPOSED DRIVEWAY REPLACING TO BE REMOVED 4. NO DWELLINGS OR MULTI -FAMILY BUILDINGS 526 E. U IVERSITY DR STE. 201A/ COLLEGE STATION, TX 77840 WATER LINE EXISTING DRIVEWAY TO BE CONSTRUCTED ON SITE. JUN 13:2000 OFFICE (979)764-9119 / FAX (979)764-9229 5. NO TRAFFIC IMPACT ANALYSIS REQUIRED mmart i n1 1 0 1 6., 21 AM 5/ 961g\070055.00 AD S 1� AN I E�' 0.1 . dgn w _-KAT FILED JAMES L. BOONE, JR. AND WIFE, LILLIAN BOONE (REM. OF) 9.959 AC. VOL. 167, PG. 78 NO ZONING MURRAY L, KINMAN AND WIFE, JUNIA E. KINMAN (REM. OF)15.37 AC. VOL. 263, PG. 28 NO ZONING 4" SQUARE CONC MON. WALTER E. GILMORE 15.013 AC. VOL. 559, PG. 215 ZONED A-0 7.5' BLDG SETBACK KINMAN UNIT WELL NUMBER 1 BEXCO OPERATING, INC. VOL. 2029, PG. 23 APPROX. SIZE OF CURRENT PAD 1.327 ACRES TO REMAIN IR SET GATES - %2" IR SET TO CONC MON., WALTER E. GILMORE t.717 AC. VOL. 221, PG. 451 PROPOSED FIRE HYDRANT SARAH ANN HENSZ, ET AL DOROTHY SENS 10.345 AC. o nna Ar TEXAS A&M UNIVERSITY TEXAS A&M UNIVERSITY NOTES: 1. CURRENT TITLE APPEARS TO BE VESTED IN CITY OF COLLEGE STATION BY VIRTUE OF INSTRUMENT RECORDED IN VOL. 7252, PG. 21 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. - 2. THE BASIS OF BEARINGS WERE DETERMINED ACCORDING TO TEXAS STATE PLANE, NAD83 (1986) DATUM, BASED ON 1994 CITY OF COLLEGE STATION GPS MONUMENTS NO. 165 AND NO. 203 (S 49°9'39" W). 3. SUBJECT TRACT IS NOT WITHIN THE 100 YEAR FLOODPLAN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS & INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0143C, MAP NO. 48041CO143C. EFFECTIVE DATE: JULY 2, 1992. PROPOSED 3" -- �_ I PROPOSED 7.n / WA, l tWA l t:K 4. WATER LINE 30" STORM MAIN - - INDICATES CITY OF COLLEGE STATION CITY LIMIT e�,�• I SEWER i WW— INDICATES SANITARY SEWER LINE \• I IQ INDICATES SANITARY SEWER MANHOLE PROPOSED 6" --- W — INDICATES WATER LINE �• I i WASTEWATER — QM INDICATES WATER METER �•�• r j ; MAIN / EXISTING INDICATES WATER LINE GATE VALVE I I t WASTEWATER INDICATES FIRE HYDRANT ASSEMBLY `• s I �• \ 1 15' CATHODIC MANHOLE INDICATES LIMITS OF PHASE I IMPROVEMENTS a I PROTECTION r� 5. LAND USE: INSTITUTIONAL EASEMENT f PROPOSED - /1 �7 VOL. 8217,--- n WATER t:URRENT:. VACANT,1,�� 0 F e\` _ ZONED A-0 `\ E T i PG. 134 a LINEPROPOSED USE: CITY CEMETERY r �P'� • , . • • • • .. • F,I. t� 38.849 AC. / , ■ I / / 5 • ' , qs li j HANDICAP PROPOSED 6"00, A PARKING (7) I WASTEWATER / 4� w 010 *tl I I 3" WATER SERVICE e 00, v ............. I .............. r ��� . • • I METER i LINE/ v TYPICAL SECTION LEGEND MICHAEL A. MARTIN , O ESTHpA220TLBDlSYSURFACE COURSE 0 100 200 alt ,�, 63282 Lu AVIGATION ` 2 FL BS (CMP IN PLC? ,t��i�"•/L'E�rj�O . ' ��;� %/ „ 1 Q O F COMMITAL SHELTER ` ' • i EASEMENT s (TY A GR t) (6 l SCALE: 1 �� =1 00 �1��s/ANAL EAG\ (1300 SF)HIGHEST • / •`{ I • Q 6 LIME STABILIZED \\�rL 'E !V POINT 18' ABOVE t► [" 1� PROPOSED 6" i / SUBGRADE (LSS) 6% PROPOSED GRADE • w 1 • WATER LINE . 8" CONTINUOUSLY REINFORCED CONCRETE PAVEMENT MASTER SITE PLAN 1 1 ♦ ° I " INFORMATION j \• I ` n , • O PRIME COAT (MC -30) PHASE I IMPROVEMENTS 42 AC. PROPOSED 3 � CENTER (1300 SF) ( *'1y ZONED INSIDE WATER LINE HIGHEST POINT PROPOSED 1 8" STORM �• I e COLLEGE STATION a 18' ABOVE y SEWER �• I / © 24" RIBBON CURB(5EE CITY STD 571) N 0 T E ® R RECORD CITY LIMITS PROPOSED FIRE PROPOSED GRADE 1 HYDRANT �• 124" LAY DOWN CURB (SEE CITY STD STI) �. OF l • / ® E RSSURFACE TREATMENT a PROPOSED 1 2 COU EXISTING BUILDINGS 24 STORM 1 MEMORIAL CEMETERY TO BE REMOVED © SEWER S LIMITS OF PAY(o " 1R METER LIMITS OF PAY&D 2 O F COLLEGE STATION ° 6" WATER E 2�r" IR SET LANELANEI LAME C 20m08 A C o IN PHASE I J 1 • PROPOSED t ` 1 A,L � LANE VARIES 30 STORM STATION SEWER " � '�•- I ""- - vARI ' B L 0 C K 0 N E "1 t --- ------ - - - - - - - - - - - - ----- ----- --JOSEPH E. SCOTT LEAGUE A-50 273 1 , ,y SEE DETAIL A SEE DETAIL B SPIRIT GATE JOHN H. JONES LEAGUE A-26 �A ID�,�L10RIAL LOOP ! 1 p p1 SPIRIT BATE LOON STA 100+10.00 TO STA 113+48.73 PROPOSED W r EXIS ING BU LDING �, �ti CITY MEMORIAL L00P#_STA 200+10.00 TO STA 2,T+26.95 JOHN H . JONES SURVEY A-1 48 POND AND " 1 . z '" LINE WATER PROPOSED I TOB REMOV _ %/ y G2, t T 2, COLLEGE STATION, BRAZOS CO., TEXAS FEATURE ' r _._ 18" -STORM ( I !// � 25' 2 2' 5 2 a �,. PROPOSED FIRE w SEWER ' ; % ! BLDG SETBACK E.VAMOt? R METER GATES " • , I /2" IR SET !� •..,�` HYDRANT � i PROPOSED 8" 3 3 CERTIFICATE REVIENVEDIF CONC ROW WATER LINE OWNED AND DEVELOPED BY: VOM'LINCE DETAIL a 7 REQUIRES w MARKER 1 ! DETAIL A S`r ter, _, EXISTING UILDIN ! o NOTES: 1 m CITY OF COLLEGE STATION FOUND ..... -'' ' r�,,� ® +1' g JUN 2 0 2008 4CK 7.100 " 1y , �'=„.� " I TO BE RE VED ! .y 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW Q 'M'2 1101 TEXAS AVE. 235.1 �" " . iT''= = � - ' s � ( 1 ! �� OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY Oft RESIDENTIAL DISTRICT ❑ i-� COLLEGE STATION, TX 77840 COLLEGE S ATIO F' M. $ 5 ``►"tea-- -,5 50°317--H -" 1 !/ ,�^� t (979) 764-3486 ENGINEERING (FaY ND Sr 0 too, R.O9�OOH )b' _�-����'' 0' �� ' r _ I ______!! `' SCREENING SHALLWITHIN150' OF BECOORDINATEDHE SUBJECT �WITHSTHEDBUILLDDINGPAR ARCHITECTURE ANDOINT FIVE VE A UNIFIE OT • W. 13 . _ _ _ (�i.„R ED DECEMBER 31, 2007 'M 60) 2ER p4RK8'AY 4.55, . -- ---1 APPEARANCE. CONC ROW MARKER FOUND "-- 2. 1007. COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS, S 40.38'40' 28 + REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, PREPARED BY: EXISTING DRIVEWAY S 50612.48 W _ 263.2( " AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. I /2 IR SET 3. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A TO BE REMOVED 3/e" IR FOUND ��JACOBS l��^"""'ttt 1 EXISTING DRIVEWAY PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALL".D A l269� EXISTING DRIVEWAY �/2" IR SET 1 I I TO BE REMOVED ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED Edwards rd S and KelCeyq:/)/') TO BE REMOVED 4" WATER METER UPON INSTALLATION AS PER CITY ORDINANCE 2394. COMPLIANC)E PROPOSED 8" PROPOSED DRIVEWAY REPLACING 4. NO DWELLINGS OR MULTI -FAMILY BUILDINGS A' 526 E. U IVERSITY DR STE. 201A/ COLLEGE STATION, TX 77840 WATER LINE EXISTING DRIVEWAY TO BE CONSTRUCTED ON SITE. JUN OFFICE ,(979)Z64-91119 /FAX (979)764-9229 5. NO TRAFFIC IMPACT ANALYSIS REQUIRED mmart i n1 1 12: 12 AM 5/29-1 �kb\070055. 0 CAD\SITE L 25 Utp 0033. dgn RIVAT FILE A +teranni'lAl PT X COOR Y COOR ELEV 1 43997. 98 2061 80. 29 337.165 CITY CIP N0. 2 44026.28 24 206190.24 337.65 3 44004.66 206161.29 338.25 4 44032.95 206171.25 338.25 DATE 5 44191.29 206095.34 338.25 6 44210.29 BY: 206102.02 337.65 7 44201.25 206067.04 338.25 8 44220.24 206073.72 337.65 9 44125.34 205908.71 338.25 10 44097.04 205898.75 338.2.5 11 44132.02 205889.71 337.65 12 44103.73 205879.76 337.65 13 43938.70 205974.66 338.25 14 43919.71 205967.98 337.65 15 43909.76 205996.28 337.65 16 43928.75 206002.96 338.25 17 43930.76 206136.48 337.40 18 43922.94 206142.25 337.11 19 43984.53 206181.26 337.44 20 43979.31 206191.02 337.11 21 44031.19 206209.76 337.11 22 44033.41 206198.92 337.43 23 44103.17 206197.98 337.43 24 44105.71 206208.28 337.11 25 44135.23 206204.61 337.22 26 44153.27 206195.96 337.52 27 44161.35 2061-62-.73 337.65 28 44221.68 206002.58 337.41 29 44236.45 205972.76 336.80 30 44220.88 205940.30 336.82 31 44188.39 205933.14 337.41 32 44025.74 205879.89 337.65 33 43994.77 205865.39 337.40 34 43976.35 205873.52 337.10 35 43968.57 205907.32 337.65 36 43909.87 206074.17 337.65 37 43895.39 206105.23 337.39 38 43904.04 206123.27 337.10 39 44044.37 206166.31 338.3'8 40 44046.22 206155.55 338.50 41 44087.50 206166.00 338.38 42 44085.49 206155.27 338.51 43 44095.93 206171.54 338.25 44 44152.08 206144.62 338.25 45 44153.04 206134.58 338.38 46 44145.93 206126.29 338.51 47 44170.74 206095.86 338.50 48 44180.29 206101.15 338.38 49 44146.04 206227.15 336.87 50 44164.08 206218.51 337.47 51 43872.28 206116.31 337.22 52 43880.93 206134.35 336.62 * ALL COORDINATES ARE LABELED TO EDGE OF GUTTER. ALL COORDINATES ARE ASSUMED X, Y COORDINATES mmortin1 NOTE CONTRACTOR TO INSTALL SIGNS AS SHOWN. LEGEND OREFL PAV MRK (W) (4") (SLD) REFL PAV MRK (W) (6") (SLD) PREFAB PAV MRK C (ACC PRK) OF r®�® 00 ;' *t+l / MICHAEL A. MARTIN < / ............................../ 63282 ,+ 1�\FSS \X /ONAL 0 25 50 SCALE: 1"=25" JACOBS Edwards and Kelcey 526 E. UNIVERSITY DR STE. 201A / COLLEGE STATION, TX 77840 OFFICE (979)764-91191 FAX (979)764-9229 CITY OF COLLEGE STATION r ♦. CENTRAL PLAZA LOOP ROAD ELEVATIONS 10:53:22 PM 5/28/2008 J:\2007 Projects\070055. 002\CAD\P I anProf\002CPR. dgn C- 1 20 CITY OF COLLEGE STATION MEMORIAL CEMETERY SHEET NO. PROJ.NO. Y700200 CITY CIP N0. GG 9905 24 NO. DATE ISSUE / REVISION SCALE DESIGNED BY: DRAWN BY' CHECKED BY: 10:53:22 PM 5/28/2008 J:\2007 Projects\070055. 002\CAD\P I anProf\002CPR. dgn PT X COOR Y COOR ELEV 1 43997.98 206180.29 337.65 2 44026.28 206190.24 337.65 3 44004.66 206161.29 338.25 4 44032.95 206171.25 338.25 5 44191.29 206095.34 338.25 6 44210.29 206102.02 337.65 7 44201.25 206067.04 338.25 8 44220.24 206073.72 337.65 9 44125.34 205908.71 338.25 10 44097.04 205898.75 338.25 11 44132.02 205889.71 337.65 12 44103.73 205879.76 337.65 13 43938.70 205974.66 338.25 14 43919.71 205967.98 337.65 15 43909.76 205996.28 337.65 16 43928.75 206002.96 338.25 17 43930.76 206136.48 337.40 18 43922.94 206142.25 337.11 19 43984.53 206181.26 337.44 20 43979.31 206191.02 337.11 21 44031.19 206209.76 337.11 22 44033.41 206198.92 337.43 23 44103.17 206197.98 337.43 24 44105.71 206208.28 337.11 25 44135.23 206204.61 337.22 26 44153.27 206195.96 337.52 27 44161.35 206162.-7-3 337.6-5- 37.65_28 28 44221.68 206002.58 337.41 29 44236.45 205972.76 336.80 30 44220.88 205940.30 336.82 31 44188.39 205933.14 337.41 32 44025.74 205879.89 337.65 33 43994.77 205865.39 337.40 34 43976.35 205873.52 337.10 35 43968.57 205907.32 337.65 36 43909.87 206074.17 337.65 37 43895.39 206105.23 337.39 38 43904.04 206123.27 337.10 39 44044.37 206166.31 338.38 40 44046.22 206155.55 338.50 41 44087.50 206166.00 338.38 42 44085.49 206155.27 338.51 43 44095.93 206171.54 338.25 44 44152.08 206144.62 338.25 45 44153.04 206134.58 338.38 46 44145.93 206126.29 338.51 47 44170.74 206095.86 338.50 48 44180.29 206101.15 338.38 49 44146.04 206227.15 336.87 50 44164.08 206218.51 337.47 51 43872.28 206116.31 337.22 52 43880.93 206134.35 336.62 * ALL COORDINATES ARE LABELED TO EDGE OF GUTTER. ALL COORDINATES ARE ASSUMED X, Y COORDINATES mmortin1 NOT E"a CONTRACTOR TO INSTALL SIGNS AS SHOWN. LEGEND REFL PAV MRK (W) (4") (SLD) REFL PAV MRK (W) (6") (SLD) OPREFAB PAV MRK (ACC PRK) OF..T£�� l 0 I MICHAEL A. MARTIN ! ..........................:....� 63282 i 0 25 50 SCALE: 1"=25' JACOBS Edwards and Kelcey 526 E. UNIVERSITY DR STE. 201A COLLEGE STATION, TX 77840 OFFICE (979)764-91191 FAX (979)764-9229 CITY OF C OLLEGE STATION 07, 100A 51wi qlle CENTRAL PLAZA LOOP ROAD ELEVATIONS C- 12 0 CITY OF COLLEGE STATION MEMORIAL CEMETERY Q^c' NO PROJ.NO. Y7K00200 CITY CIP N0. I GG 9905 24 N0. NOITEMWUE / VISION SCALED/ �D= DbAl LA I I I ;, feKIWBY: 1 0.*53.*1 7 PM 5/28/2008 J-.\2007 Projects\070055. 002\CAD\P t onProf\002CPR. dgn 9r,if" 016"P. + 24"P . D. 0 0 18"P.O. 0 20"P.O. IlAll I iii\ Qz� EXIST. REE CAL. x 12) + 12" 24 POST OA 3 CEDAR ELMS, 30 GAL, 35 O.C.. LIVE OAK,45GAL.. EXISTIN TRBEVIEWED FOR TREE BARRICADE DET ILCMPLIANCE JAN 2 9 2009 STREETSCAPE LEGEND PHASE I STREET FRONTAGE ON FEEDER ROAD OF HWY.60 810 LIN. FT. 810 -19 CANOPYOR 38 NON CANOPY TREES REQUIRED - 25' 4 TREES ARE EXISTING,20 MORE TO BE PLANTED CULILLUL 6 AHON DEVELOPMENT SERVICES PLAT FILED: EXIST.TREES TO BE VARRICADED AS PER DETAIL, , C N EXISTING PSI -C- 24 CAL. A uu, 3 EXISTING )1-12 CAL. h5 ;5 NEW TREESJO BE PLANTED CEDAR ELMS OGAL.,2" CAL. AOF� .R o 41 MEXICAN PI-Uyv,�O GAL.,2 CAL(non—canopy). "**s )2 Y -LIVE OAK,100, GAL.,4 CAL. V LIVE OAKS 4Y GAL .,3-3-1/2 CAL. PETER B.VANECEK V REDBUDS,30 GALS 2 CAL.(non—canopy) /ws 'lpE 24 TREES TOTAL,15 canopy, 9 non—canopy DATE: 4-9-08 PLANNER: PBV REVISIONS: ub E-4 Emmq o co 00 0 G) U) < Q)bel x X 0 F- m > o 0 ;T U 0 LLI U) CD EXIST. REE CAL. x 12) + 12" 24 POST OA 3 CEDAR ELMS, 30 GAL, 35 O.C.. LIVE OAK,45GAL.. EXISTIN TRBEVIEWED FOR TREE BARRICADE DET ILCMPLIANCE JAN 2 9 2009 STREETSCAPE LEGEND PHASE I STREET FRONTAGE ON FEEDER ROAD OF HWY.60 810 LIN. FT. 810 -19 CANOPYOR 38 NON CANOPY TREES REQUIRED - 25' 4 TREES ARE EXISTING,20 MORE TO BE PLANTED CULILLUL 6 AHON DEVELOPMENT SERVICES PLAT FILED: EXIST.TREES TO BE VARRICADED AS PER DETAIL, , C N EXISTING PSI -C- 24 CAL. A uu, 3 EXISTING )1-12 CAL. h5 ;5 NEW TREESJO BE PLANTED CEDAR ELMS OGAL.,2" CAL. AOF� .R o 41 MEXICAN PI-Uyv,�O GAL.,2 CAL(non—canopy). "**s )2 Y -LIVE OAK,100, GAL.,4 CAL. V LIVE OAKS 4Y GAL .,3-3-1/2 CAL. PETER B.VANECEK V REDBUDS,30 GALS 2 CAL.(non—canopy) /ws 'lpE 24 TREES TOTAL,15 canopy, 9 non—canopy DATE: 4-9-08 PLANNER: PBV REVISIONS: ub 21— - 0 0 LU M BARIUM PLANTING PLAN o/ o/ • i;�0 0 PUMP JACK PLANTING PLAN ®/1A ad4 oo� ood\�o0, oar _ X00 r* VQ PHASE 1--C PLANTING PLAN CENTRAL PLAZA PLANTING PLAN � PHASE 1-13 PLANTING PLAN I t SPIRIT GATE PLANTING PLAN PHASE 1-A PLANTING PLAN GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft 11 JACOBS Edwards and Kelcey 299 Madison Avenue Aek/��/ P.O. Box 1936 ely Morristown, N J.0 62 Architectural and V. 973267-0555 F: 973267555 Design Services Inc www.ekeorp.com A Subsidiary of Edwards and Kelc y Inc. A Jacobs Engineering Company n It OVERALL KEY PLANTING PLAN L-1 01. ® ,r COMPLIANCE JUN !!a M 5/30!R08 �L SYMBOL NO. BOTANICAL NAME COMMON NAME SIZE SPACING CP 144 Lupinus texensis Bluebonnet Seed 3.5' O.C. Qp 2 Quercus phellos Willow Oak 50 gal 50' O.C. Pc 8 Pistacia chinensis Chinese Pistachio 45 gal 30' O.C. Lc 148 Loropetalum ch_ 'sense Razzleberri Loropetalum 5 gal. 4.5' O.C. Li 18 Lagerstroemia indica Nachez Crape Myrtle 15 gal. 20' O.C. Cl 2 Chilo sis linearis I Desert Willow 15 al. 20' O.C. Raised Beds by Steps Annuals: Perennials: Capsicum annuum var. aviculare Lantana spp. Purple Trailing Lantana 4" 12" O.C. CP 144 Lupinus texensis Bluebonnet Seed 3.5' O.C. Purple Coneflower 1 gal. Viola Johnny Jump Ups 14 t 6" O.C. Perennials: Large Bed by Steps Capsicum annuum var. aviculare Bearded Iris Cemetery white/Early Purple 1 gal. 12" O.C. CP 144 Ceratositi ma plumbaginoides Hardy Blue Plumbago 1 gal. 3.5' O.C. Purple Coneflower 1 gal. Iris X xiphium Dutch Iris bulbs 1 s.f. clusters 1 gal. 3' O.C. Rhodo hiala bifida Oxblood lily bulbs 1 gal. Large Bed by Steps Tom, �TrWvlm #• '• • Republic of Texas 3 gal. 13.0' O.C. I I I Rosa I Carefree Beautv 13 gal. 14.5' O.C. I Raised Bed A 2 Capsicum annuum var. aviculare Rosa Caldwell Pink 3 gal. 4.5' O.C. Chrysanthemum parthenium Feverfew Rosa Bailey Red 3 gal. 4.5' O.C. Tom, �TrWvlm #• '• • Republic of Texas 3 gal. 13.0' O.C. I I I Rosa I Carefree Beautv 13 gal. 14.5' O.C. I Raised Bed A 2 Capsicum annuum var. aviculare Chile Petin 1 gal. 2' O.C. 6 Chrysanthemum parthenium Feverfew 1 gal. 18" O.C. 12 Echinacea purpurea Purple Coneflower 1 gal. 2' O.C. 3 Lavandula s . Provence French Lavender 1 gal. 3' O.C. Muhlenber is lindheimeri Big Muhly 1 gal. 3' O.C. 1 Poliomentha longiflora Mexican Oregano 1 gal. 3.5' O.C. 1 Rosmarinus officinals Rosemary 1 gal. 2.5' O.C. 3 Tagees lucida Mexican Mint Marigold 1 gal. 2' O.C. Raised Beds 1 & 2 Mc 1 88 IMuhlenbergia capillaries JGulf Coast Muhl 1 gal. 2' O.C. Raised Beds Behind Office Mg 1 90 IMalpighia glabra Barbados Cherry 11 gal. 2.5' O.C. Columnar Screen Plantings Ro 1 44 JRosa — Odee Pink Old Tea Rose 13 gal. 4.5' O.C. Note: Plant First Beds w/10 ea. Salvia faranacea, Mealy Blue Sage and Wedelia hispida, Zexmania. Use 1 gal. size, 12" o.c. Rt - 26 26 GRAPHIC SCALE 0 10 20 40 ( IN FEET 1 inch = 40 rt 80 U!-3Uy 6-/:F0/0y 61:0c) HE x K' x x K m O N O m SLOPED LAWN AREA ---5 — Q m Cc — 8 ArW/Inger Circle Bed Underplanting SLOPED LAWN AREA Entrance Beds — typ. both sides of - -- walk Rv — 6 SYMBOL NO. BOTANICAL NAME COMMON NAME SIZE SPACING 12 Verbena bil2innatifida Prarie Verbena 1 gal. 18" O.C. Qm 5 Quercus macrocarpa Bur Oak 50 gal 50' O.C. Rv 6 Rhus virens Evergreen Sumac 15 gal. 8' O.C. Cc 8 Cercis canadensis Eastern Redbud 15 gal. 20' O.C. Ar 8 Antique Rose Souvenir de la Malmaison 3 gal. 3.5' O.C. Inner Circle Red_ Underplantina Entrance Bed Underplanting, Annuals: 2 Lupinus texensis Bluebonnet Seed 18" O.C. 12 Verbena bil2innatifida Prarie Verbena 1 gal. 18" O.C. Entrance Bed Underplanting, Annuals: m:m74"dma # 13 2 Lantana spp. New Gold Lantana 4" 18" O.C. 12 Lupinus texensis Bluebonnet Seed 12" O.C. 8 Eupatonum wri htii White Mist Plant 1 gal. 4' O.C. m:m74"dma # 13 GRAPHIC SCALE 20 0 10 20 40 8+ (INS) 1 inch = 40 ft. C b9-3�u 513�1L$ RRe 2 Asclepias curassavica Tropical Milkweed 1 gal. 12" O.C. 12 Dianthus spp. First Love Dianthus 1 gal. 12" O.C. 8 Eupatonum wri htii White Mist Plant 1 gal. 4' O.C. 20 Eu atorium qregaii Blue Mist Flower 1 gal. 18" O.C. 8 Rosa Ellueberry 3 gal. 4' O.C. 6 Rudbeckia hirta Black—eyed Susan 1 gal. 2.5' O.C. 2 Salvia leucantha Mexican Bush Sage 1 gal. 13, O.C. GRAPHIC SCALE 20 0 10 20 40 8+ (INS) 1 inch = 40 ft. C b9-3�u 513�1L$ RRe �a V a E to N N r O O N SYMBOL NO. BOTANICAL NAME COMMON NAME SIZE SPACING 110 Lupinus texensis Bluebonnet Seed 3' O.C. .QP 2 Quercus phellos Willow Oak 50 901 50' O.C. Pc 8 Pistacia chinensis Chinese Pistachio 45 gal 30' O.C. Ss 8 Sophora secundiflora Texas Mountain Laurel 15 gal. 15' O.C. Ar 8 Antique Rose Souvenir de la Malmaison 3 gal. 3.5' O.C. Raised Beds by Steps Annuals: rerenmais: 130 Lantana spp. Purple Trailing Lantana 4" 12" O.C. 110 Lupinus texensis Bluebonnet Seed 3' O.C. Viola Johnny Jump Ups 1 4" 6" O.C. rerenmais: Large tied by Steps 130 Bearded Iris Cemetery white/Early purple 1 gal. 12" O.C. 110 Ceratositi ma plumbaginoides Hardy Blue Plumbago 1 gal. 3' O.C. Iris X xiphium Dutch Iris bulbs 1 s.f. clusters Rhodophiala bifida Oxblood lily bulbs Large tied by Steps Seal Beds Ig0 Rosa al Beds — g )p — 2 G Large Beds by Steps Ss — 8 Raised Beds by Steps Large Beds b Steps i Carefree Bea 1 /`�7 GRAPHIC SCALE ( IN FEET ) I inch:— 40 ft. _ 3 Qal.14.5' O.C. 0�134'� 5(�1b8 q;00 130 Rosa Caldwell Pink 3 gal. 4.5' O.C. Rosa Bailey Red 3 gal. 14.5' O.C. Seal Beds Ig0 Rosa al Beds — g )p — 2 G Large Beds by Steps Ss — 8 Raised Beds by Steps Large Beds b Steps i Carefree Bea 1 /`�7 GRAPHIC SCALE ( IN FEET ) I inch:— 40 ft. _ 3 Qal.14.5' O.C. 0�134'� 5(�1b8 q;00 is r o' N SYMBOL NO. BOTANICAL NAME COMMON NAME SIZE SPACING 16 Alcea rosa 'Old Fashion Charter's' Hermosa -- China 3 gal. 4.5' O.C. Qv 16 Quercus viginiana Live Oak 100 gal 50' O.C. Uc 12 Ulmus cassifola Cedar Elm 45 gal 30' O.C. Entrance t5ea mantina Antique Roses: Perennials -- 6 Achillea millefolium 'Rosea' Blush Noisette — Noisette 3 gal. 5.5' O.C. 16 Alcea rosa 'Old Fashion Charter's' Hermosa -- China 3 gal. 4.5' O.C. 2 Aster qpp, 'Fall Blue' Juane Desprez 3 gal. 12'-20' Climber 12 Ceratostigma plumbaginoides Madame Antoine Mari 3 gal. 5' O.C. 4 Galphima lauca Rain of Gold Galphima 1 gal. 4'0.C. Perennials -- VU — 1 L GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft 8 Achillea millefolium 'Rosea' Coronation Gold Yarrow 1 gal. 2' O.C. Alcea rosa 'Old Fashion Charter's' Single and double Hollyhock 1 gal. 2' O.C. 20 Aster qpp, 'Fall Blue' Hardy Blue Aster 1 gal. 2.5' O.C. 14 Ceratostigma plumbaginoides Hardy Blue Plumbago 1 gal. 2.5'0.C. 4 Galphima lauca Rain of Gold Galphima 1 gal. 4'0.C. 6 Rudbeckia hirta Black—eyed Susan 4" 18" O.C. 2 Hibiscus moscheutos hybrids 'Southern Belle' Hibiscus 1 gal. 4' O.C. _T VU — 1 L GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft a EWE Fil II ■ . , Cc - 1 x Ag -3 -►��% NOTE: PROVIDE POND AERATOR PUMPS IN CENTER OF ALL PONDS. PUMP BY AQUAMASTER OR APPROVED EQUAL. NOZZLE Sd-2 PATTERN TO BE DETERMINED DURING CONSTRUCTION. ira -04 -70• 01 •\• • • . " / x x �a o �- ly�Z .: x x xl 'Hv—1 c-2 Hv-2 Re—z- ' x 0 �I Ag —7 CC -3 SYMBOL NO. BOTANICAL NAME COMMON NAME SIZE SPACING Cc 7 Cercis canadensis var. canadensis Eastern Redbud 15 gal. 20' O.C. Pm 12 Prunus mexicana Mexican Plum 15 gal. 20' O.C. Sd 6 Sa indus drummondii Soapberry 15 gal 20' O.C. Hv 11 Hamamelis virgin ano Common Witchhazel 15 gal. 10' O.C. Et 5 E senhardtio texana Kidne wood 15 gal. 15' O.C. Re 8 Rosa a lanteria Sweetbriar Rose 3 al.10, -Ag 12 Abelia grandifloro Glossy Abelia 5 q al. 5' O.C. Iv 7 Ilex vomitoria You on Holly 15 gal. 10' O.C. Jh 13 Jasmine humile Italian Jasmine 5 gal. 5.5' O.C. Mc 126 Myrica cerifera Wax Myrtle 15 gal. ' Rr 15 Rosa roxbu hii Chestnut Rose 3 gal. 5' O.C. Td 7 Taxodium distichum Boldcy ress 15 gal. 40' O.C. x Sd-3 "Et -2 LOW WALL SEE CENTRAL PLAZA PLANTING PLAN FOR THIS AREA. LAWN AREA GRAVE PLOTS SEE SPIRIT GATE PLANTING PLAN FOR THIS AREA.--\ R 342' -Hv-3 Pm -3 Pm Mc Jh-8 v-3 Et -3 X=44623.85— Y=206401.94 Jh-5 x x JACOBS Edwards and Kelcey 299 Madison Avenue P.O-Boxrr Momstown. N.J.N.07962 Architectural and V. 973267-0555 F 973267-3555 Design Services Inc www. ekcorp_ corn A SubsTdiary of Edwards and Kelcey inc.A Jacobs Engheedrg Company CITY OP COLLEGE STATION • .. : ,T., III ■T�o 0 K Ca m T 8 N SYMBOL NO. BOTANICAL NAME COMMON NAME SIZE SPACING Cc 3 Cercis canadensis var. canadensis Eastern Redbud ... Ok 15 gal. 20' O.C. Pm 14 Prunus mexicana Mexican Plum 15 gal. 20' O.C. Sd Hv Vr Et Re A Iv J Mc Us Rb 10 2 5 8 2 20 7 4 9 6 6 Sa indus drummondii Hamamelis vir iniana Viburnum rufidulum E senhardtia texana Rosa a lanteria Abelia randiflora -Ilex vomitoria Jasmine humile Myrica cerifera Un nadia speciosa Rosa banksiae Soapberry Common Witchhazel Rusty Blackhaw Viburnum Kidne wood Sweetbriar Rose Gloss Abelia You on Holl Italian Jasmine Wax M rtle Mexican Buckeye White Lady Banks Rose 15 gal. 15 gal. 15 gal. 20' O.C. 10' O.C. 10' O.C. 15 gal.. 15' O.C. 3al. 1 10' O.C. 5 al. O.C. 15 qal. 10' O.C. 5 gal. 5.5' O.C. 15 al. 10' O.C. 15 gal. 15' O.C. 3 gal. 10' O.C. Hv-2 Re-9— do= X Rb -6- Mc— Vout'44 ilo %Oor, X X Sd-1 :x X ~Et -3 g ­ 5 Z(ooxw,%4( YX 4 X Nl�:a X X CUs -3 Cc -1 Pm -3 Pm -3 SEE COLUMBARIUM PLANTING PLAN FOR THIS AREA. LAWN AREA GRAVE PLOTS C -L Us— Pm -2 Iv -3 � FUTURE LAWN AREA GRAVE PLOTS X X J Sd-3 X r Jh-3 M-1 GRAPHIC SCALE Us -1 Sd-3 J 41 X Cc—1 Mc— Vr— 1_1 ow—O NA Re 299 Madison Avenue � --` _ (� P.O. Box Morristownn,, N N J. 1)7962 Architectural and V. 973267-0655 Design Services Inc w A Subsidiary of Edwards and Kek:ey Inc. A Jacobs Engineering Company ... Ok An LAWN AREA GRAVE PLOTS C -L Us— Pm -2 Iv -3 � FUTURE LAWN AREA GRAVE PLOTS X X J Sd-3 X r Jh-3 M-1 GRAPHIC SCALE Us -1 Sd-3 J 41 X Cc—1 Mc— Vr— 1_1 ow—O NA Re OoCITY OF COLLEGE STATION PHASE 1 —C PLANTING PLAN �-�� � �-"''"�� � , �iaii� iii' � � � � ■ MEMO E 299 Madison Avenue � --` _ (� P.O. Box Morristownn,, N N J. 1)7962 Architectural and V. 973267-0655 Design Services Inc F: 973267-3555 www.ekcorp.com A Subsidiary of Edwards and Kek:ey Inc. A Jacobs Engineering Company OoCITY OF COLLEGE STATION PHASE 1 —C PLANTING PLAN �-�� � �-"''"�� � , �iaii� iii' � � � � ■ MEMO E N U a E N 0 Nco a n a 0 z z z 5 �jW PERIM. 8' CLF PERIM. 8' CLF F""__—���PERIM. 8' C.L.F. c-40 SYMBOL N0. BOTANICAL NAME COMMON NAME SIZE SPACING Yr000moo C" Cr to vs 1®7 Mc 40 Myrica cerifera Wax Myrtle 15 gal. 10' O.C. JACOBS Edwards and Kelcey �dildjI fid 299 Madison Avenue "..",1936 N. Morristownn,,N.J.07962 Architectural and V. 973267-0555 F: 973267-0555 Design Services inc www. ekoorp. corn A Subsidiary of Edwards and Kelcey Inc. A Jacobs Engineering Company F 41 & J VITY OF C OLLEGE STATION qwr--*Ir PUMP- JACK PLANTING PLAN L-1 09 QTY Or Goa UAM WOIEiIAi. 01MO tY awl mom Yr000moo C" Cr to vs 1®7 NQ Dl11E 19M� / BENSON SCALE OE'91gNa 81R omvm ft a*= W. 1 -30 PG W SSS POLISHED LIMESTONE SLAB CHAMFER 1' CHAMFER 1' � =ACES FENCE NOTES: 1.) 4' HIGH ORNAMENTAL FENCE TO BE AEGIS RESIDENTIAL CLASSIC 2 RAIL FENCE AS MANUFACTURED BY AMERISTAR FENCE OR APPROVED EQUAL 2.) 8' HIGH ORNAMENTAL FENCE TO BE AEGIS II CLASSIC 4 RAIL AS MANUFACTURED BY AMERISTAR FENCE OR APPROVED EQUV.. 3.) ORNAMENTAL FENCING FINISH TO BE BLACK IN COLOR AND COMPOSED OF AN ACRYLIC CURED ALIPHATIC POLYURETHANE. FORERUNNER RAIL 1 1/4`0 RAIL 3!0X 18 GA PICKET I X 16 GA. POST IIA. x 28' DEEP CRETE FOOTING 2W S.S. PN 3/8' DLAM. 6- LONG 1/2' MORTAR LEVELING BED, RAKE MORTAR AND FILL WITH ELASTOMERIC JOINT SEND S.S. PN 1/2' DIAM. 12' LONG 14 REITARS AT 12' O.C. 14 REBARS AT It D.C. TOP AND BOTTOM COMPACTED SUBGRADE STONETYP. f NATURAL ANCHORS SECURED TO FILLED hl BLOCK EVERY�OF WALL SURFACE __,_PITCH THIS AREA FORDRAINAGE / it CENTRAL 1 FINISH GRADE UNIT PAVER HAND TIGHT JOINT, SWEPT WITH SAND EOPRENE TACK COAT ITLI (NOUS SETTING BED /2' EXP. JOINT, CONC. ASE ONLY -SEE NOTES MCRETE BASE WITH WELDED IRE FABRIC 6x6 - W2.0x2.0 REBAR 2'-6' LONG 4'-0' O.C. EXPANSION JOINTS. TAR PAPER ME ON ONE SIDE (REBAR NOT IOWN TO SCALE) GUSHED STONE MPACTED SUBGRADE NOTE FOR WEEP HOLES SEE NOTE 11. - - TYP. REINFORCED CONC. BLOCK BACKING -W/- #4 W/ #4 REBARS 0 4'-0' O.0 ;••` • : CONTINUOUS REINFORCED . CONC. FOOTING W/ rte. 14 WARS OV -0 O.C. 'ALL SEPARATION DETAIL GALVANIZED API r-# 9 GAUGE GALVANIZED WIRE 4' HIGH AND 8' HIGH ORNAMENTAL FENCE NOT TO SCALE 11 FORERUNNER RAIL WALL POST K 14ga. PICKET BRACE BAND 10X1/8" STRETCHER----" 4 BAR BAND WITH 1/4" CARRIAGE BOLT. 2 1/2- DIA. END POST POWDER COATED STEEL 1/4-X3/4- STRETCHER - BAR BRACE BAND FOR —� TENSION WIRE —FABRIC CONTINUED OVER GALVANIZED TOP OF UPPER RAIL LOOP CAP FABRIC 1TES / POWDER COATED RAILS - HOG RING FASTENERS BOTTOM TENSION WIRE (MIN. DIA. 0.1875) PAVEMENT NOTES.- 1. OTES:1. ALL GRANITE PAVERS SHALL BE NEW IMPERIAL RED, AS MANUFACTURED BY COLD SPRING GRANITE OR AN APPROVED EQUAL 2. ALL LIMESTONE PAVERS SHALL BE KASOTA VALLEY LIMESTONE AS AVAILABLE THROUGH COLD SPRING GRANITE, 1-972-958-3726, OR AN APPROVED EQUAL 3. ALL COLORED CONCRETE (SOBRERO BUFF AND ETRUSCAN TILE) AS AVAILABLE THROUGH LM. SCOFIELD OR AN APPROVED EQUAL 4. MINIMUM COVER FOR WELDED WIRE FABRIC IS 20 . 5. EXPANSION JOINTS (IF CALLED FOR ON DETAIL) SHALL BE PLACED EVERY 20 LINEAR FEET N BOTH DIRECTIONS AND AROUND FIXED OBJECTS SUCH AS HYDRANTS, MANHOLE EIC. 6. ALL EXPANSION JOINTS SHALL BE FILLED WITH A PREMOLDED EXPANSION JOINT FILLER. ALL EXPOSED EXPANSION JOINTS SHALL BE FILED WITH AN ELASTOMERIC JOINT SEALER. COLOR M BE APPROVED BY THE CONTRACTING OFFICER. SEE SPECIFICATIONS SECTION 07900 - JOINT SEAM. 7. 1' DUWETER WEEP HOLES A 10' O.C. SHALL BE INSTALLED IN CONCRETE BASE AND AT ALL LOW POINTS IN PAVEMENTS. ADDITIONAL WEEP HOLES MAY BE REQUIRED AS DIRECTED BY THE CONTRACTING OFFICER. 8. WELM WIRE FABRIC SHALL BE LOCATED 2' FROM 1HE IDP OF 5' CONCRETE SLABS AND 3' FROM THE TOP ON 7' CONCRETE SLABS. 1YP. MANUFACTURED STONE t• -s• TYP. 2' MESAL BASE TRIM 0 BASE OF ALL STONE VENEER hhl ha 1 j'Xl1x=~ll`~IL~II • rr'1= ' ��t:iii:>'i%.�i:a��.a.r.:.a+=.:sz... ��.•�.., 4' PERF PVC UNDERDRVN W/AGGREGATE I: FILTER CLOTH PLACE 8' D.C., DAYLIGHT BOTH SIDES OF BEDS. to STANDARD SPRING ABRIC TIES -2" DIA. LINE POSTS I .a oa 2" S 6 1� 10'-0* NOMINAL POST SPACING PLUG END--/ _..�-.-1'-2" 1'-0" OF POST CLASS 'B" CONC. 1'-0" DIA. CLASS "B" CONC. 10" DIA. TOP. 1'-0" TOP. 1'-2" BASE WITH TOP BASE, WITH TOP DOMED 2" ABOVE FINISH DOMED 2' ABIM FINISH GRADE GRADE, UNE POST FOOTING. NOTES : 1- FENCE FABRIC SHALL BE #9 GAUGE GALVANIZED WIRE. 2- FENCE POSTS SHALL BE GALVANIZED. 2- UNLESS OTHERWISE PROVIDED, FENCE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF A S T M. M181-60. 4- COLOR OF FABRIC AND POSTS AS SELECTED BY OWNER. CHAIN LINK FENCE DETAIL NOT TO SCALE NOT TO SCALE 4 K 5' REINrD CON, SLAB W/ 6X6 110 wwM REIWG OVER 6' COMP. CRUSHED STONE & WELL COMPACTED CLEAN FILL CONT. r PREMOLDED FILLER W/ SEALANT OVER TO MATCH CONC. SLAB ,JA OB Edwards and Kelcey %a299 Madison Avenue PLA_ Box Morristownn,, N N.1.07962 Architectural and V. 973267-0555 F: 973267-3555 Design Services Inc www_ ekcorp. corn A Subs*rary of Edwards and Kekcey Inc. A Jacobs Engineering Company 1/2- FULL DEPTH LANDSCAPE SITE DETAILS L-201._ EXPANSION 1 CONCRETE WELDED amr cls on ei iiiiiiiiiR WIRE FABRIC 6x6 - W2.OX2.0 N0. 011178 149UE / RB11l m AT EXPANSION J•E ORANN B1h am= we SLELNE ON ONE SIDE (IREBAR NOT 8B SS 11-11 J2 CRUSHED STONE COMPACTED SUBGRADE CONCRETE PAVEMENT FOR WALKWAYS - - TYP. REINFORCED CONC. BLOCK BACKING -W/- #4 W/ #4 REBARS 0 4'-0' O.0 ;••` • : CONTINUOUS REINFORCED . CONC. FOOTING W/ rte. 14 WARS OV -0 O.C. 'ALL SEPARATION DETAIL GALVANIZED API r-# 9 GAUGE GALVANIZED WIRE 4' HIGH AND 8' HIGH ORNAMENTAL FENCE NOT TO SCALE 11 FORERUNNER RAIL WALL POST K 14ga. PICKET BRACE BAND 10X1/8" STRETCHER----" 4 BAR BAND WITH 1/4" CARRIAGE BOLT. 2 1/2- DIA. END POST POWDER COATED STEEL 1/4-X3/4- STRETCHER - BAR BRACE BAND FOR —� TENSION WIRE —FABRIC CONTINUED OVER GALVANIZED TOP OF UPPER RAIL LOOP CAP FABRIC 1TES / POWDER COATED RAILS - HOG RING FASTENERS BOTTOM TENSION WIRE (MIN. DIA. 0.1875) PAVEMENT NOTES.- 1. OTES:1. ALL GRANITE PAVERS SHALL BE NEW IMPERIAL RED, AS MANUFACTURED BY COLD SPRING GRANITE OR AN APPROVED EQUAL 2. ALL LIMESTONE PAVERS SHALL BE KASOTA VALLEY LIMESTONE AS AVAILABLE THROUGH COLD SPRING GRANITE, 1-972-958-3726, OR AN APPROVED EQUAL 3. ALL COLORED CONCRETE (SOBRERO BUFF AND ETRUSCAN TILE) AS AVAILABLE THROUGH LM. SCOFIELD OR AN APPROVED EQUAL 4. MINIMUM COVER FOR WELDED WIRE FABRIC IS 20 . 5. EXPANSION JOINTS (IF CALLED FOR ON DETAIL) SHALL BE PLACED EVERY 20 LINEAR FEET N BOTH DIRECTIONS AND AROUND FIXED OBJECTS SUCH AS HYDRANTS, MANHOLE EIC. 6. ALL EXPANSION JOINTS SHALL BE FILLED WITH A PREMOLDED EXPANSION JOINT FILLER. ALL EXPOSED EXPANSION JOINTS SHALL BE FILED WITH AN ELASTOMERIC JOINT SEALER. COLOR M BE APPROVED BY THE CONTRACTING OFFICER. SEE SPECIFICATIONS SECTION 07900 - JOINT SEAM. 7. 1' DUWETER WEEP HOLES A 10' O.C. SHALL BE INSTALLED IN CONCRETE BASE AND AT ALL LOW POINTS IN PAVEMENTS. ADDITIONAL WEEP HOLES MAY BE REQUIRED AS DIRECTED BY THE CONTRACTING OFFICER. 8. WELM WIRE FABRIC SHALL BE LOCATED 2' FROM 1HE IDP OF 5' CONCRETE SLABS AND 3' FROM THE TOP ON 7' CONCRETE SLABS. 1YP. MANUFACTURED STONE t• -s• TYP. 2' MESAL BASE TRIM 0 BASE OF ALL STONE VENEER hhl ha 1 j'Xl1x=~ll`~IL~II • rr'1= ' ��t:iii:>'i%.�i:a��.a.r.:.a+=.:sz... ��.•�.., 4' PERF PVC UNDERDRVN W/AGGREGATE I: FILTER CLOTH PLACE 8' D.C., DAYLIGHT BOTH SIDES OF BEDS. to STANDARD SPRING ABRIC TIES -2" DIA. LINE POSTS I .a oa 2" S 6 1� 10'-0* NOMINAL POST SPACING PLUG END--/ _..�-.-1'-2" 1'-0" OF POST CLASS 'B" CONC. 1'-0" DIA. CLASS "B" CONC. 10" DIA. TOP. 1'-0" TOP. 1'-2" BASE WITH TOP BASE, WITH TOP DOMED 2" ABOVE FINISH DOMED 2' ABIM FINISH GRADE GRADE, UNE POST FOOTING. NOTES : 1- FENCE FABRIC SHALL BE #9 GAUGE GALVANIZED WIRE. 2- FENCE POSTS SHALL BE GALVANIZED. 2- UNLESS OTHERWISE PROVIDED, FENCE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF A S T M. M181-60. 4- COLOR OF FABRIC AND POSTS AS SELECTED BY OWNER. CHAIN LINK FENCE DETAIL NOT TO SCALE NOT TO SCALE 4 K 5' REINrD CON, SLAB W/ 6X6 110 wwM REIWG OVER 6' COMP. CRUSHED STONE & WELL COMPACTED CLEAN FILL CONT. r PREMOLDED FILLER W/ SEALANT OVER TO MATCH CONC. SLAB ,JA OB Edwards and Kelcey %a299 Madison Avenue PLA_ Box Morristownn,, N N.1.07962 Architectural and V. 973267-0555 F: 973267-3555 Design Services Inc www_ ekcorp. corn A Subs*rary of Edwards and Kekcey Inc. A Jacobs Engineering Company 4oCITY OF COLLEGE STMON LANDSCAPE SITE DETAILS L-201._ GTX W COTTER STATION MEAL CE11116" Y amr cls on ei iiiiiiiiiR 108 N0. 011178 149UE / RB11l m OCAtE OEBION izI 6Th ORANN B1h am= we EAS NOMI PO 8B SS 6" HT. SOIL SAUCER TO DIRECT WATER TO BALL. (0 0 -I to kmiw. OW U.r. FLAN 1 INV SUIL) ' 6" HT. SOIL— SAUCER TO DIRECT WATER TO BALL. Qc 6'-0" TYP. 6'-0" TYP. CETREE 12'-0" DIA. TREE PIT (MIN. 300 C.F. PLANTING SOIL) lalIl111 ON NOTES: REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER SYNTHETIC MATERIAL FROM TREE PRIOR TO PLANTING. SET TREE TRUNK FLARE AND TOP OF ROOTBALL 1" ABOVE FINISH GRADE. SEE DETAIL ?/L—? SET TREE PLUMB. 12" GA. WIRE WITH BLACK RUBE HOSE TREE GUARD. WHITE 1/2" DIA. PVC PIPE OVEF GUY WIRES, TYPICAL. 2" MULCH BED. HOLD BACK FROM EDGE OF TREE TRUNK PLANTING SOIL MIX FINISH GRADE LAWN AREA OR PLANTING BED. ROOTBALL PREPARATION 4"x4"x48" WOOD DEADMAN, TYP. PLAN VIEW 120° TYP. COMPACT PLANTING SOIL BELOW ROOT BALL TO PREVENT SETTLING. NOTES: REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER SYNTHETIC MATERIAL FROM TREE PRIOR TO PLANTING. SET TREE TRUNK FLARE AND TOP OF ROOTBALL 1" ABOVE FINISH GRADE. SEE DETAIL ?/L—? SET TREE PLUMB. 12" GA. WIRE WITH BLACK RUBE HOSE TREE GUARD. WHITE 1/2" DIA. PVC PIPE OVEF GUY WIRES, TYPICAL. 2 ofMULCH BED. HOLD BACK FROM EDGE OF TREE TRUNK PLANTING SOIL MIX FINISH GRADE LAWN AREA OR PLANTING BED. ROOTBALL PREPARATION 4"x4"x48" WOOD DEADMAN, TYP. COMPACT PLANTING SOIL BELOW ROOT BALL TO P R EVENT S ETTLI N, PLAN VIEW 120° TYP. 00 n 0 SECTION NOTE: REMOVE ALL WIRE, PLASTIC, TAGS OR SYNTHETIC MATERIAL FROM PLANTS PRIOR TO PLANTING. PLANT CENTER, TYP. D = TYPICAL ON CENTER (O.C.) SPACING AS INDICATED IN THE PLANT LIST FINISH GRADE, PLANTING BED. 2" DEPTH MULCH OVER ENTIRE PLANTING BED AREA PRIOR TO PLANTING, REMOVE PLANT FROM CONTAINER AND GENTLY COMB OUT ROOTS. PLANTING SOIL MIX AS SPECIFIED SUBGRADE. FINISH GRADE AT LAWN AREA OR PLANTING BED. REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK FLARE PRIOR TO DIGGING AT NURSERY. TRUNK FLARE(SET AT 1 to ABOVE FINISHED GRADE OF SURROUNDING AREA. PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. REMOVE WIRE BASKET AND ANY OTHER SYNTHETIC MATERIAL FROM ROOTBALL. CUT BACK AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. SET BALL ON COMPACTED PLANTING SOIL TO PREVENT SETTLING. • sn r r r � .,lIffi1• :• 9' MAX. SLOPE FROM CENTER 9' MAX. 3h:1 v MAINTAIN 3% POSITIVE SLOPE 3h:1 v NOr TO SCALE NOTES FOR ROSE BED INSTALLATION: 1.REMOVE EXISTING WEEDS; TILL EXISTING SOIL TO 4". 2. DIG—IN 24" OF COMPOST & FORM BERM. 3. INCORPORATE DRIP IRRIGATION 4. COVER FINISHED BED WITH 2" PINE BARK FINES AFTER PLANTING. NOTES FOR PERRENIAL BED INSTALLATION: 1.REMOVE EXISTING WEEDS; TELL EXISTING SOIL TO 4". 2. DIG—IN 12" OF COMPOST & FORM BERM. 3. INCORPORATE DRIP IRRIGATION 4. COVER FINISHED BED WITH 2" PINE BARK FINES AFTER PLANTING. &1--34 P61001108 q:00 W <C W � W "W Q O W n-- O Q � w U O W O U ® 4-)� ��nn V1 00 .r- rnU) �Q n` W M xW m H > O 4� Q; w z O x O O V) Q � v j W 's � ( 00 1.1O �w O ® U e� W <C W � W "W Q O W n-- O Q � w U O W O U 01, O W Q � � U � C� �w O W <C W � W "W Q O W n-- O Q � w U O W O U DATE: 4-9-08 PLANNER: PBV REVISIONS: .40 H EET: 1 oF