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HomeMy WebLinkAboutDrawingsLINE SITE SPECIFIC NOTES E BEARING Ll 23;8T 1: THE OWNER AND DEVELOPER OF THE PROPERTY I STEVE TEVE CUMPEE 1419 HARPERS FERRY RD. O KEY 'NOTES S 66 °16'24' E COLLEGE STATION , TX 77845. THE SITE CONSISTS OF LOT 1 BLOCK 1 LICK CREEK SUBDIVISION AS 22.80' S 86 E L4 RECORDED IN VOLUME 4280, PAGE 97. THE PROPERTY IS ZONED C -1, COMMERCIAL. S 13 °47'31' E L5 42.64' S 40 °07'28' E 1 EXISTING TELEPHONE LINE S 33 °40'20' E 2. THE 100 -YR FLOODPLAIN SHOWN IS 1N ACCORD ACCORDANCE WITH THE FLOODPLAIN LIMITS SHOWN ON 2 E STAL HON E PEDESTAL EXISTING TELEPHONE ' THE HE FINAL PLAT. THE TRACT IS LOCATED IN ZONE X ACCORDING TO N THE FLOOD INSURANCE RA 3 I EXIS NG GAS LINE T 31.21' MAP FIRM FOR BRAZOS COUNTY TEXAS AND INC PO TE 0 RATED AREAS, MAP N0. 4804100201 D 4 EXISTING OVERHEAD ELECTRICAL LINE .; ' N 28 °54'08' W REVISED FEBRUARY B RY 9 2000 THIS SITE WAS NOT WITHIN LIMIT OF STUDY FOR THE FIRM. 5 EXISTING 10" SANITARY SEWER LINE L12 ,THE ' 5A EXISTING SANITARY SEWER LINE 103.49' TH _ 286.00, 3 E PROPOSED DOME STRUCTURE BUILDING 1S APPROX. 39 HIGH, 11,990 SF AND FF 6 7 EXISTING, 'SANITARY. SEWER, MANHOLE EXISTING WATER VALVE S 55 °02'16' W L15 8 EXISTING WATER 'AIR RELEASE VALVE TA FROM OM BEST AVAILABLE RECORD INFORMATION BASED ON 0 CONSTRUCTION ''!UTILITY MAP 4. R , REFER TO 'ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR DESIGN DETAILS OF THE 6 HIGH - ,; EXISTING 24 WATERLINE DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD SCREEN WALL TO BE CONSTRUCTED ADJACENT TO THE RESIDENTIAL PROPERTY.- - 10 EXISTING :FIRE. HYDRANT. EVIDENCE. SHOWN POSITIONS Y - O S MA NOT REPRESENT AS BUILT CONDITIONS. 5. 0.477 ACRES 1S PROPOSED TO BE DEDICATED TO . THE CITY OF COLLEGE STATION FOR THE 11 12 EXISTING STREET LIGHT POLE EXISTING POWER 'POLE GREENWAYS PROGRAM: 13 PROPO UNDERGROUND - CTR SED ELECTRIC LINE 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE :PLAN.: 6. THE STORMWATER RUNOFF FROM 11-IIS DEVELOPMENT WILL BE DISCHARGED INTO-THE NORTH FORK 14 PROPOSED ELECTRICAL TRANSFORMER >. OF LICK CREEK. NO DETEN11ON IS PROPOSED FOR THIS SITE. 15 PROPOSED 2 WATERLINE CONCRETE PAVEMENT IN ALL OTHER LOCATIONS. 16 PROPOSED WATER METER 7. THE DEVELOPED AREA FOR THIS PROJECT IS : 2.268 ACRES 98,775 SF). ( 17 PROPOSED FIRE HYDRANT » 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & 18 PROPOSED 6 SANITARY SEWER' LINE _ 8. THE 10 P.U.E. FOR THE ELECTRICAL TRANSFORMER : AND THE P.U.E. FOR THE WATERLINE WILL BE 19 PROP A PROPOSED SANITARY SEWER MANHOLE CONVEYED BY SEPERATE INSTRUMENT OR PLAT. THE GREENWAYS DEDICATION WILL BE CONVEYED 20 PROPOSED IRRIGATION METER BY SEPERATE INSTRUMENT OR PLAT. 21 PROPOSED.2 WATER BLOWOFF ASSEMBLY 22 PROPOSED HANDICAP. PARKING .SIGNS LINE DISTANCE BEARING Ll 23;8T S 53 °33'13' E L2 38.82' S 66 °16'24' E L3 22.80' S 86 E L4 37.99' S 13 °47'31' E L5 42.64' S 40 °07'28' E L6 52.59' S 33 °40'20' E L7 54.66' S 80 °31'11' E L8 15.62' N 53 ° 42'31' E L9 31.21' N 47 °20'05' E LID 18.36' N 28 °54'08' W Lll 30.07' N 44 E L12 39.85' S 76 E L13 103.49' N 72 °11'30' E L14 18.42' S 55 °02'16' W L15 75.60' S 67 °01'49' E GENERAL NOTES ELECTRICAL NOTES. - - 3 -13 -03 1. CONTRACTOR IS TO RIFY THE HE EXACT LOCATION AND VERTICAL 'POSITIO ING N OF EXISTING UTILITIES TIES DEVELOPER INSTALLS 1 E 1 S LLS CONDUITS AS PER CITY SPEC ' S. PROJECT N0. AND SERVICE IN E E L ES WITHIN THE PROJECT OJECT ARE4 WHETHER SHOWN ON PLANS OR >NOT AT ,LEAS , T 48' N t AND DESIGN. E072- HRS. PRIOR TO N R ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY 'DAMAGE DONE TO - - - EXISTING FACILITIES. CALL 1 800 DIG TESS. 2. DEVELOPER PROVIDES 30 OF 4 RIGID CONDUIT FOR D RAW N BY RISER POLES. DEVELOPER INSTALLS .FIRST 10 CITY CCS ; 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. INSTALLS REMAINDER. - CHECKED BY JP S 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE. WITH THE CITY OF COLLEGE STATION STANDARD ARD ` 3.'DEVELOPER POURS TRANSFORMER PADS PER CITY SPECIFICATIONS FOR A W TER & SEWER STREETS & DRAINAGE. SPECS AND DESIGN. 4. ALL UTILITY LINES WATER GAS SANITARY A Y SEWER G.T.E. STORM SEWER ETC.) ( C) SHOWN ARE 4. DEVELOPER INSTALLS. PULL. BOXES AS PER A TA FROM OM BEST AVAILABLE RECORD INFORMATION BASED ON 0 CONSTRUCTION ''!UTILITY MAP .CITY. ' SPECS AND DESIGN. (PULL BOXES PR . OVIDED BY CITY. DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS Y - O S MA NOT REPRESENT AS BUILT CONDITIONS. . 5. DEVELOPER PROVIDES DIGITAL AUTOCA 0001 , VERSION OF PLAT AND/OR SITE PLAN. EMAIL TO': 0 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE :PLAN.: rbolln0ci.college stotlon.tx.0 s 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES E E AND IN TRASH DUMPSTER AREA, 5 6. DEVELOPER PROVIDES - LOAD DATA FOR PROJECT. CONCRETE PAVEMENT IN ALL OTHER LOCATIONS. 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & FOR - CONSTRUCTION ,PURPOSES: r. IRRIGATION PLANS. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC 8. ALL INTERIOR PARKING SPA ' N SPACES - WITHOUT A CURB AT THE 'FRONT OF THE SPACE ARE 10 WIDE BY INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES PROPERTY LINE q LOT LINE MAR 2 7 200 / 7 j I 1 I I I i I i I I I VEHICULAR LAY OF HOSE' (VLH) ' >. fine FIRE LANE MARKINGS ( tiM1 `r% (+ + C ±[�+ T(� STORM SEWER C �I.I.EgE t7TA i �U - �s{ c 1 __4 FLOW DIRECTION SM ICE e �� u j HANDICAP RAMP UI aaa� S ,. BRIDLE GATE 'ESTATES PHASE I b 4C1�1 F s ^,v°c osoa4ac°a,m ELEVATI EXISTING WATER VALVE j 7 � �J � k �;. 8 8 ONE VOL. , 3744 P G. 4 9 �+ �r p ATE LANDSCAPE S ®® VI c CERT��I� a SCREEN WALL 1'9 I Z ONED R 6 - - - - -d -- EXISTING FENCE ®®gg ®®���+ M I 30 15 0 3u I - EASEMENT LINE i M 6� LIAN!� ..°' C REQUIRED CURB STOP i SCALE IN FEET ❑ +1' ,43 i� - - -� FLOOp PLAIN � MAR 2 7 200 , I 1 C7 +r SIDEWALK H EET � -- ate � - : 0 +V �- � C�(�,E�i� �T�i " C�I� ■ Q + � I __ - ._. _! PAVEMENT 'ENGINEERING GINEERING NOT REQUIRED Y v ninn O Co n ht 2003 b R.L. Pa e'& Associates, inc. Y 3 7 7 a ... ... .. ..... ...... GREENWAYS DEDI TION AREA 0 . 7 7 AC R.ES t GR t t / , r / , GRASS 1 i 0 SCALE: 1" - 20' -0" 1 LANDSCAPE /STREETSCAPE REQUI REMENTS REQUIREMENTS: LANDSCAPE REQUIREMENTS TOTAL SITE 4.02 AC. PHASED SITE +/— 119354.4 S.F. _ +/— 2.74 AC. LANDSCAPE POINTS 30 PTS. /1000 S.F. REQUIRED 3580 MINIMUM POINTS REQUIRED. 4120 POINTS PROVIDED (37 TREES O 2.1 -3.4" CAL) 3600 POINTS — 24 CANOPY TREES PROVIDED (24 TREES O 2.1 -3.4" CAL) 520 POINTS — 13 NON — CANOPY TREES PROVIDED (13 TREES O 1.5 -2" CAL) 1790 POINTS REQUIRED FOR CANOPY TREES (54X MINAEQUIRED) 3600 POINTS PROVIDED FOR CANOPY TREES. - STREETSCAPE REQUIREMENTS: 297 L.F. STREET FRONTAGE PROPOSED 1 CANOPY TREE /25 L.F. OF FRONTAGE REQUIRED WAN 50' OF PROPERTY LINE 1 CANOPY TREE /25 L.F. OF FRONTAGE PROVIDED W /IN 50' OF PROPERTY LINE 11.88 CANOPY TREES REQUIRED 12 CANOPY TREES PROVIDED LANDSCAPE BUFFER (RESIDENTIAL ADJACENCY) +/— 415 L.F. RESIDENTIAL ADJACENCY 30' BUFFER REQUIRED 30' BUFFER PROVIDE 1 -5 GAL. SHRUB O 36" OC, MIN 3' HT /3' OF LANDSCAPE BUFFER REQUIRED. 1 -5 GAL. SHRUB O 36" OC, MIN 3' HT /3' OF LANDSCAPE BUFFER PROVIDED 138 SHRUBS REQUIRED O 3' HEIGHT MINIMUM 138 SHRUBS PROVIDED O 3' HEIGHT AT TIME OF PLANTING 1 — 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER REQUIRED 1 — 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER PROVIDED oitii%o Pianning F1 16.6 TREES REQUIRED 17 TREES REQUIRED (MAJOR ARTERIAL.) STATE HIGHWAY N0, 6 TWO WAY TRAFFIC FRONTAGE ROAD AVERAGE WIDTH 30't WO 10 WATER OAK Quercus nigra 2.1 " -3.4" col, MEASURED 12" ABOVE FINISH GRADE: 12 -14' ht.,6 -8' spd..B&B OK. LO 12 LIVE OAK Quercus virginionanigra 2.11 " -3.4" cal. MEASURED 12" ABOVE FINISH GRADE. 12 -14' ht.,6 -8' spd..B&B OK. B&B OK IF PLANTED BEFORE APRIL 15TH OR AFTER OCTOBER 15TH. PLANT SCHEDULE MUST BE APPROVED PRIOR TO PURCHASE AND INSTALLATION. REVISIONS: KEY QUAN. COMMON NAME BOTANICAL NAME SIZE REMARKS Al 03 -18 -03 AND R CITY REVIEW BC 06 BALD CYPRESS Toxodium distichum 2.1 " -3.4" cal PLANT WHERE INDICATED, 6 -7' HT. 3' SPD. IMPORTANT ALL MUST BE UNIFORM HT., B&B OK. • 1. Ryba Landscape Architecture <RLA> assumes no responsibili -y for any CP 14 CHINESE PISTACIO Pistacia chinensis 2.1 " -3.4" cal. PLANT WHERE INDICATED excavation or grading shown on surveys or Civil Engineers plans, 2. All proposed and finished grades shown are opproximate. Refer to Civil IC 11 ITALIAN CYPRESS Cuprosaus sempervirens 30 gal. 1.25" CAL MIN., PLANT, WHERE INDICATED: Engineering drawings for grading information, Any discrepancies in a ALL MUSI BE UNIFORM HT., B&B OK. ctual. field measurements are to be reported to Landscape Architect Immediately. LC 02 LEYLAND CYPRESS Cupressus ieylendi 30' gal. 1.25" CAL. PLANT WHERE INDICATED' 3. Contractor shalt be responsible for making himself familiar with alt !]DWM WM 140 WAX MYRTLE Myriea cerifera 5 gal. PLANT 36" O.C., WHERE INDICATED underground utilities, pipes, strictures, and line runs. 4, Prior to commencement of hardscape construction, alt piers, Footings, 75 L LOROPETALUM Loropotalum chinensis 5 gal. PLANT 36" O.C., WHERE INDICATED, ALL PLANTS and watts are to be surveyed, laid out, and staked In field for app ^oval MUST BE 3' HT . AT TIME OF PLANTING. by Landscape Architect. Contractor shall assume responsibility for any demolition, adjustments or reconstruction resulting from unauthoriz ?d 00 DWARF WAX MYRTLE Mylrica pusilla 5 gal. PLANT 36" O.C., WHERE INDICATED, ALL PLANTS construction activitles. MUST BE 3' HT. AT TIME OF PLANTING. -- � "• H conve nieence nce 5. Contractor is responsible for alt final quantities as per drawings and 160 INDIAN HAWTHORN Rha P eP id sia indica 3 9 conve nience al. PLANT 36" O.C. �' � ' �Q R specifications. Any quantities provided d RLA are provided a a only and shall not oe consi absolute. Landscape " MP) I A�lCE Architect should be notified if any discrepancies occur, CONTRACTORS ARE MG 2503 MONKEY GRASS Liriope muscari 1 gal. PLANT 12 O.C. v�� G I // / JV``j TO BID THE_R OWN VERIFIED QUANTITIES. SC 1800 SEASONAL COLOR (SEASONAL) 4" POTS PLANT 9" O.C MAR 2 7 2003 •1 4 COLkG� ���� �1, u m This etctronic drawing file Is released unoer the authority of Steven R. Ryba, registration OTES' r #1724 on (date), who maintains the origica.' file. This electronic drawing Fite b ay be useo • A as a background drawing. Pursuant to Rule 3,103(f> of the Rules and Regulations of the Smug ` Texas Board of architectural Examiniers, the user of the etctronic drawing Fite agres to }d I sJ�.` assume all responsibility for any modiflcotlon to or use of this drawing file that Is I Inconsistent with the requirements of the Rules and Regulations of the Texas Board of rk" Ij .1 1. AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. Architecturnt Examiners. No y y modification to this electronic THIS SYSTEM WILL PROVIDE IOOX WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. person ma Hake a drawing Fite •xlthout the Landscape Qrchitsct's express written permission. J y THIS IRRIGATION SYSTEM WILL BE APPROVED AND INSTALLED PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY (C.O BAR 17 200 7. A 6* C'd1N('RFTF 0IRA W1 I RF f11A PRnC AI n Tn P*nTCY`T At I I AnOPAC r C ADC' t _ _..._ W � b � q m �a I� r, � pppppp a sCD � ® • : •. - - - %'��• i �w : d /1�; • � � CV rl � r �ly 1• Z • `— > : fi t`,: 6 '�Z''� ^• • • AW e • (l) • • # m a ' 20 OFFSET ...�- < �- r LANDSCAPE ` m C O M U PHASE ONE L0 `I 1 BLOCK 1 4.02 ACRES 0) ■ C (1) LL O ca in 1.. U V O J E ANT0211O3 SHEET NUMBER rerA OF SHEETS 02 -26 -03 DATE ISSUED j i ROCK RIP -RAP r 3 - 3.5' WIDE — !' ,i C CURB OPENINGS r' A, /1'I � �j %lip r" i i i+ 282. GREENWAYS DEDI TION AREA 0 . 7 7 AC R.ES t GR t t / , r / , GRASS 1 i 0 SCALE: 1" - 20' -0" 1 LANDSCAPE /STREETSCAPE REQUI REMENTS REQUIREMENTS: LANDSCAPE REQUIREMENTS TOTAL SITE 4.02 AC. PHASED SITE +/— 119354.4 S.F. _ +/— 2.74 AC. LANDSCAPE POINTS 30 PTS. /1000 S.F. REQUIRED 3580 MINIMUM POINTS REQUIRED. 4120 POINTS PROVIDED (37 TREES O 2.1 -3.4" CAL) 3600 POINTS — 24 CANOPY TREES PROVIDED (24 TREES O 2.1 -3.4" CAL) 520 POINTS — 13 NON — CANOPY TREES PROVIDED (13 TREES O 1.5 -2" CAL) 1790 POINTS REQUIRED FOR CANOPY TREES (54X MINAEQUIRED) 3600 POINTS PROVIDED FOR CANOPY TREES. - STREETSCAPE REQUIREMENTS: 297 L.F. STREET FRONTAGE PROPOSED 1 CANOPY TREE /25 L.F. OF FRONTAGE REQUIRED WAN 50' OF PROPERTY LINE 1 CANOPY TREE /25 L.F. OF FRONTAGE PROVIDED W /IN 50' OF PROPERTY LINE 11.88 CANOPY TREES REQUIRED 12 CANOPY TREES PROVIDED LANDSCAPE BUFFER (RESIDENTIAL ADJACENCY) +/— 415 L.F. RESIDENTIAL ADJACENCY 30' BUFFER REQUIRED 30' BUFFER PROVIDE 1 -5 GAL. SHRUB O 36" OC, MIN 3' HT /3' OF LANDSCAPE BUFFER REQUIRED. 1 -5 GAL. SHRUB O 36" OC, MIN 3' HT /3' OF LANDSCAPE BUFFER PROVIDED 138 SHRUBS REQUIRED O 3' HEIGHT MINIMUM 138 SHRUBS PROVIDED O 3' HEIGHT AT TIME OF PLANTING 1 — 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER REQUIRED 1 — 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER PROVIDED oitii%o Pianning F1 16.6 TREES REQUIRED 17 TREES REQUIRED (MAJOR ARTERIAL.) STATE HIGHWAY N0, 6 TWO WAY TRAFFIC FRONTAGE ROAD AVERAGE WIDTH 30't WO 10 WATER OAK Quercus nigra 2.1 " -3.4" col, MEASURED 12" ABOVE FINISH GRADE: 12 -14' ht.,6 -8' spd..B&B OK. LO 12 LIVE OAK Quercus virginionanigra 2.11 " -3.4" cal. MEASURED 12" ABOVE FINISH GRADE. 12 -14' ht.,6 -8' spd..B&B OK. B&B OK IF PLANTED BEFORE APRIL 15TH OR AFTER OCTOBER 15TH. PLANT SCHEDULE MUST BE APPROVED PRIOR TO PURCHASE AND INSTALLATION. REVISIONS: KEY QUAN. COMMON NAME BOTANICAL NAME SIZE REMARKS Al 03 -18 -03 AND R CITY REVIEW BC 06 BALD CYPRESS Toxodium distichum 2.1 " -3.4" cal PLANT WHERE INDICATED, 6 -7' HT. 3' SPD. IMPORTANT ALL MUST BE UNIFORM HT., B&B OK. • 1. Ryba Landscape Architecture <RLA> assumes no responsibili -y for any CP 14 CHINESE PISTACIO Pistacia chinensis 2.1 " -3.4" cal. PLANT WHERE INDICATED excavation or grading shown on surveys or Civil Engineers plans, 2. All proposed and finished grades shown are opproximate. Refer to Civil IC 11 ITALIAN CYPRESS Cuprosaus sempervirens 30 gal. 1.25" CAL MIN., PLANT, WHERE INDICATED: Engineering drawings for grading information, Any discrepancies in a ALL MUSI BE UNIFORM HT., B&B OK. ctual. field measurements are to be reported to Landscape Architect Immediately. LC 02 LEYLAND CYPRESS Cupressus ieylendi 30' gal. 1.25" CAL. PLANT WHERE INDICATED' 3. Contractor shalt be responsible for making himself familiar with alt !]DWM WM 140 WAX MYRTLE Myriea cerifera 5 gal. PLANT 36" O.C., WHERE INDICATED underground utilities, pipes, strictures, and line runs. 4, Prior to commencement of hardscape construction, alt piers, Footings, 75 L LOROPETALUM Loropotalum chinensis 5 gal. PLANT 36" O.C., WHERE INDICATED, ALL PLANTS and watts are to be surveyed, laid out, and staked In field for app ^oval MUST BE 3' HT . AT TIME OF PLANTING. by Landscape Architect. Contractor shall assume responsibility for any demolition, adjustments or reconstruction resulting from unauthoriz ?d 00 DWARF WAX MYRTLE Mylrica pusilla 5 gal. PLANT 36" O.C., WHERE INDICATED, ALL PLANTS construction activitles. MUST BE 3' HT. AT TIME OF PLANTING. -- � "• H conve nieence nce 5. Contractor is responsible for alt final quantities as per drawings and 160 INDIAN HAWTHORN Rha P eP id sia indica 3 9 conve nience al. PLANT 36" O.C. �' � ' �Q R specifications. Any quantities provided d RLA are provided a a only and shall not oe consi absolute. Landscape " MP) I A�lCE Architect should be notified if any discrepancies occur, CONTRACTORS ARE MG 2503 MONKEY GRASS Liriope muscari 1 gal. PLANT 12 O.C. v�� G I // / JV``j TO BID THE_R OWN VERIFIED QUANTITIES. SC 1800 SEASONAL COLOR (SEASONAL) 4" POTS PLANT 9" O.C MAR 2 7 2003 •1 4 COLkG� ���� �1, u m This etctronic drawing file Is released unoer the authority of Steven R. Ryba, registration OTES' r #1724 on (date), who maintains the origica.' file. This electronic drawing Fite b ay be useo • A as a background drawing. Pursuant to Rule 3,103(f> of the Rules and Regulations of the Smug ` Texas Board of architectural Examiniers, the user of the etctronic drawing Fite agres to }d I sJ�.` assume all responsibility for any modiflcotlon to or use of this drawing file that Is I Inconsistent with the requirements of the Rules and Regulations of the Texas Board of rk" Ij .1 1. AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. Architecturnt Examiners. No y y modification to this electronic THIS SYSTEM WILL PROVIDE IOOX WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. person ma Hake a drawing Fite •xlthout the Landscape Qrchitsct's express written permission. J y THIS IRRIGATION SYSTEM WILL BE APPROVED AND INSTALLED PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY (C.O BAR 17 200 7. A 6* C'd1N('RFTF 0IRA W1 I RF f11A PRnC AI n Tn P*nTCY`T At I I AnOPAC r C ADC' t _ _..._ W � b � q m �a I� r, � pppppp a sCD � ® • : •. - - - %'��• i �w : d /1�; • � � CV rl � r �ly 1• Z • `— > : fi t`,: 6 '�Z''� ^• • • AW e • (l) • • # m a ' 20 OFFSET ...�- < �- r LANDSCAPE ` m C O M U PHASE ONE L0 `I 1 BLOCK 1 4.02 ACRES 0) ■ C (1) LL O ca in 1.. U V O J E ANT0211O3 SHEET NUMBER rerA OF SHEETS 02 -26 -03 DATE ISSUED 0 SCALE: 1" - 20' -0" 1 LANDSCAPE /STREETSCAPE REQUI REMENTS REQUIREMENTS: LANDSCAPE REQUIREMENTS TOTAL SITE 4.02 AC. PHASED SITE +/— 119354.4 S.F. _ +/— 2.74 AC. LANDSCAPE POINTS 30 PTS. /1000 S.F. REQUIRED 3580 MINIMUM POINTS REQUIRED. 4120 POINTS PROVIDED (37 TREES O 2.1 -3.4" CAL) 3600 POINTS — 24 CANOPY TREES PROVIDED (24 TREES O 2.1 -3.4" CAL) 520 POINTS — 13 NON — CANOPY TREES PROVIDED (13 TREES O 1.5 -2" CAL) 1790 POINTS REQUIRED FOR CANOPY TREES (54X MINAEQUIRED) 3600 POINTS PROVIDED FOR CANOPY TREES. - STREETSCAPE REQUIREMENTS: 297 L.F. STREET FRONTAGE PROPOSED 1 CANOPY TREE /25 L.F. OF FRONTAGE REQUIRED WAN 50' OF PROPERTY LINE 1 CANOPY TREE /25 L.F. OF FRONTAGE PROVIDED W /IN 50' OF PROPERTY LINE 11.88 CANOPY TREES REQUIRED 12 CANOPY TREES PROVIDED LANDSCAPE BUFFER (RESIDENTIAL ADJACENCY) +/— 415 L.F. RESIDENTIAL ADJACENCY 30' BUFFER REQUIRED 30' BUFFER PROVIDE 1 -5 GAL. SHRUB O 36" OC, MIN 3' HT /3' OF LANDSCAPE BUFFER REQUIRED. 1 -5 GAL. SHRUB O 36" OC, MIN 3' HT /3' OF LANDSCAPE BUFFER PROVIDED 138 SHRUBS REQUIRED O 3' HEIGHT MINIMUM 138 SHRUBS PROVIDED O 3' HEIGHT AT TIME OF PLANTING 1 — 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER REQUIRED 1 — 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER PROVIDED oitii%o Pianning F1 16.6 TREES REQUIRED 17 TREES REQUIRED (MAJOR ARTERIAL.) STATE HIGHWAY N0, 6 TWO WAY TRAFFIC FRONTAGE ROAD AVERAGE WIDTH 30't WO 10 WATER OAK Quercus nigra 2.1 " -3.4" col, MEASURED 12" ABOVE FINISH GRADE: 12 -14' ht.,6 -8' spd..B&B OK. LO 12 LIVE OAK Quercus virginionanigra 2.11 " -3.4" cal. MEASURED 12" ABOVE FINISH GRADE. 12 -14' ht.,6 -8' spd..B&B OK. B&B OK IF PLANTED BEFORE APRIL 15TH OR AFTER OCTOBER 15TH. PLANT SCHEDULE MUST BE APPROVED PRIOR TO PURCHASE AND INSTALLATION. REVISIONS: KEY QUAN. COMMON NAME BOTANICAL NAME SIZE REMARKS Al 03 -18 -03 AND R CITY REVIEW BC 06 BALD CYPRESS Toxodium distichum 2.1 " -3.4" cal PLANT WHERE INDICATED, 6 -7' HT. 3' SPD. IMPORTANT ALL MUST BE UNIFORM HT., B&B OK. • 1. Ryba Landscape Architecture <RLA> assumes no responsibili -y for any CP 14 CHINESE PISTACIO Pistacia chinensis 2.1 " -3.4" cal. PLANT WHERE INDICATED excavation or grading shown on surveys or Civil Engineers plans, 2. All proposed and finished grades shown are opproximate. Refer to Civil IC 11 ITALIAN CYPRESS Cuprosaus sempervirens 30 gal. 1.25" CAL MIN., PLANT, WHERE INDICATED: Engineering drawings for grading information, Any discrepancies in a ALL MUSI BE UNIFORM HT., B&B OK. ctual. field measurements are to be reported to Landscape Architect Immediately. LC 02 LEYLAND CYPRESS Cupressus ieylendi 30' gal. 1.25" CAL. PLANT WHERE INDICATED' 3. Contractor shalt be responsible for making himself familiar with alt !]DWM WM 140 WAX MYRTLE Myriea cerifera 5 gal. PLANT 36" O.C., WHERE INDICATED underground utilities, pipes, strictures, and line runs. 4, Prior to commencement of hardscape construction, alt piers, Footings, 75 L LOROPETALUM Loropotalum chinensis 5 gal. PLANT 36" O.C., WHERE INDICATED, ALL PLANTS and watts are to be surveyed, laid out, and staked In field for app ^oval MUST BE 3' HT . AT TIME OF PLANTING. by Landscape Architect. Contractor shall assume responsibility for any demolition, adjustments or reconstruction resulting from unauthoriz ?d 00 DWARF WAX MYRTLE Mylrica pusilla 5 gal. PLANT 36" O.C., WHERE INDICATED, ALL PLANTS construction activitles. MUST BE 3' HT. AT TIME OF PLANTING. -- � "• H conve nieence nce 5. Contractor is responsible for alt final quantities as per drawings and 160 INDIAN HAWTHORN Rha P eP id sia indica 3 9 conve nience al. PLANT 36" O.C. �' � ' �Q R specifications. Any quantities provided d RLA are provided a a only and shall not oe consi absolute. Landscape " MP) I A�lCE Architect should be notified if any discrepancies occur, CONTRACTORS ARE MG 2503 MONKEY GRASS Liriope muscari 1 gal. PLANT 12 O.C. v�� G I // / JV``j TO BID THE_R OWN VERIFIED QUANTITIES. SC 1800 SEASONAL COLOR (SEASONAL) 4" POTS PLANT 9" O.C MAR 2 7 2003 •1 4 COLkG� ���� �1, u m This etctronic drawing file Is released unoer the authority of Steven R. Ryba, registration OTES' r #1724 on (date), who maintains the origica.' file. This electronic drawing Fite b ay be useo • A as a background drawing. Pursuant to Rule 3,103(f> of the Rules and Regulations of the Smug ` Texas Board of architectural Examiniers, the user of the etctronic drawing Fite agres to }d I sJ�.` assume all responsibility for any modiflcotlon to or use of this drawing file that Is I Inconsistent with the requirements of the Rules and Regulations of the Texas Board of rk" Ij .1 1. AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. Architecturnt Examiners. No y y modification to this electronic THIS SYSTEM WILL PROVIDE IOOX WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. person ma Hake a drawing Fite •xlthout the Landscape Qrchitsct's express written permission. J y THIS IRRIGATION SYSTEM WILL BE APPROVED AND INSTALLED PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY (C.O BAR 17 200 7. A 6* C'd1N('RFTF 0IRA W1 I RF f11A PRnC AI n Tn P*nTCY`T At I I AnOPAC r C ADC' t _ _..._ W � b � q m �a I� r, � pppppp a sCD � ® • : •. - - - %'��• i �w : d /1�; • � � CV rl � r �ly 1• Z • `— > : fi t`,: 6 '�Z''� ^• • • AW e • (l) • • # m a ' 20 OFFSET ...�- < �- r LANDSCAPE ` m C O M U PHASE ONE L0 `I 1 BLOCK 1 4.02 ACRES 0) ■ C (1) LL O ca in 1.. U V O J E ANT0211O3 SHEET NUMBER rerA OF SHEETS 02 -26 -03 DATE ISSUED COLkG� ���� �1, u m This etctronic drawing file Is released unoer the authority of Steven R. Ryba, registration OTES' r #1724 on (date), who maintains the origica.' file. This electronic drawing Fite b ay be useo • A as a background drawing. Pursuant to Rule 3,103(f> of the Rules and Regulations of the Smug ` Texas Board of architectural Examiniers, the user of the etctronic drawing Fite agres to }d I sJ�.` assume all responsibility for any modiflcotlon to or use of this drawing file that Is I Inconsistent with the requirements of the Rules and Regulations of the Texas Board of rk" Ij .1 1. AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. Architecturnt Examiners. No y y modification to this electronic THIS SYSTEM WILL PROVIDE IOOX WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. person ma Hake a drawing Fite •xlthout the Landscape Qrchitsct's express written permission. J y THIS IRRIGATION SYSTEM WILL BE APPROVED AND INSTALLED PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY (C.O BAR 17 200 7. A 6* C'd1N('RFTF 0IRA W1 I RF f11A PRnC AI n Tn P*nTCY`T At I I AnOPAC r C ADC' t _ _..._ W � b � q m �a I� r, � pppppp a sCD � ® • : •. - - - %'��• i �w : d /1�; • � � CV rl � r �ly 1• Z • `— > : fi t`,: 6 '�Z''� ^• • • AW e • (l) • • # m a ' 20 OFFSET ...�- < �- r LANDSCAPE ` m C O M U PHASE ONE L0 `I 1 BLOCK 1 4.02 ACRES 0) ■ C (1) LL O ca in 1.. U V O J E ANT0211O3 SHEET NUMBER rerA OF SHEETS 02 -26 -03 DATE ISSUED a sCD � ® • : •. - - - %'��• i �w : d /1�; • � � CV rl � r �ly 1• Z • `— > : fi t`,: 6 '�Z''� ^• • • AW e • (l) • • # m a ' 20 OFFSET ...�- < �- r LANDSCAPE ` m C O M U PHASE ONE L0 `I 1 BLOCK 1 4.02 ACRES 0) ■ C (1) LL O ca in 1.. U V O J E ANT0211O3 SHEET NUMBER rerA OF SHEETS 02 -26 -03 DATE ISSUED LY PRUNErONLY oAMAGED, DISEASED AND /OR V EAdC BRANCHES. FINISHED GRADE AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT W POT. MULCH CREATE SAUCER .AROUND SHRUB NISHED GRADE REMOVE ALL REMNANTS OF CONTAINER COMPLETLY SCARIFY AT BOTTOM NO TES: 1. USE TOPSOIL MIX, TO NACKFILL 2. WATER THOROUGHLY AFTER INSTALLATION 3. EXCAVATE ENTIRE SHRUB BED AS SHOMN SHRUB PLANTING DETAIL NTS IF INSTALLED PLANT MATERIAL W I > 0 0 NOTE: I- RHE 'ON CENTER" MAY VARY PER PLANT TYPE. IREFER TO PLANT SCHEDULE, THIS SHEET FOR VARIOUS "ON CENTERS". TYP. GROUNDCOVER = - PLANTING :DETAIL NTS FINISH GRADE OF ADJACENT GRASSA NDSCIAPE AREA MAXIMUM 2" BELOW TOP OF EDGE. TOP OF EDITING TO BE PARALLEL AND .STRAIGHT NO "WAVES" W/1N STRAIGHT RUNS. FINISH GRADE OF BED 1" BELOW EDGE (TYP). STAKE MIN. 0 10' O.C. �• . . �• QiANTITIES INDICATED ON PLANT LIST ARE LANDSCAPE ARCHITECT'S ESTIMATE ONLY AND SHOULD BE VERIFIED PRIOR TO BIDDING. CONTRACTOR IS (RESPONSIBLE FOR BIDDING AND PROVIDING QUANTITY OF PLANTS REQUIRED AT SPACING DESIGNATED FOR BED SIZES AND CONFIGUATIONS SHOWN ON PLANS REGARDLESS OF QUANTITIES DESIGNATED ON PLANT SCHEDULE. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, AMBIGUITY OR UNLABELED PLANTS ON PLANS PRIOR TO BID SUBMIITTAL. IF DISCREPANCIES, AMBIGUITY OR UNLABELED PLANTS ARE NOT CLARIFIED BY LANDSCAPE ARCHITECT PRIOR TO BID SUBM,'.TTAiL DATE, CONTRACTOR SHALL NOTE SWCH ITEMS ON BID. SOIL AMENDMENTS TO (BE 'MIXED SOIL WITH COMPOST' AS PRODUCED BY LIVING EARTH TECHNOLOGY, OR APPROVED EQUAL. TIREE HOLES TO BE EXCAVATED 2' GREATER THAN BALL DIAMETER AND 6' DEEPER. BACKFILL WITH 1/2 EXISTING SOIL AND 1/2 COMPOST <OR APPROVED EQUAL) AS NOTED UNDER NOTE 3 ABOVE, THOROUGHLY BLENDED BY MECHHANICAL MEANS PRIOR TO BACKFILL. SISIRUB PIT SHALL BE EXCAVATED 12' GREATER THAN BALL DIAMETER AND 6' DEEPER. BACKFILL WITH 1/2 EXISTING SOIL AND 1/2 COMPOST (OR APPROVED EQUAL) AS NOTED UNDER NOTE 3 ABOVE, THOROUGHLY BLENDED BY MECHHANICAL MEANS PRIOR TO BACKFILL, MULCH TOP DRESSING TO BE MINIMUM B' LAYER SHREDDED HARDWOOD BARK SPREAD UNIFORMLY 1114 ALL SHRUB AND GROUNDCOVER BEDSAND ON ALL EE SAU BED EDGING (IF APPLICABLE) TO BE L/l x4' REYERSON ESTATE' EDGING AS MANUFACTURED BY JOSEPH REYEHRSON CO., INC. HOUSTON, TEXAS, OR APPROVED EQUAL, AB.L HIOLES FOR TREES AND LARGE SHRUBS SHALL BE TESTED FOR WATER RETENTION PIRIOR TO TREE OR SHRUB PLANTING. AFTER HOLE IS EXCAVATED, IT IS TO BE FILUED WITH WATER TO 'THE TOP OF THE EXCAVATION. IF, AFTER :24 HOURS, THE HOLE STILL HOLDS WATER, THE CONTRACTOR SHALL EXCAVATE AN ADDITIONAL 6' FROM THE BOTTOM DF THE HOLE, THE LANDSCAPE CONTRACTOR SHALL THEN INSTALL 6' OF NATIViE WASHED GRAVEL COVERED ON THE TOP (AND UP TO A MINIMUM OF 1 ON J ASS THE HOLE) WITH FILTER FABRIC. THE CONTRACTOR SHALL ALSO IN ALL A A DIAMETER PVC SUMP WHICH WILL EXTEND FROM INEAR THE BOTTOM OF THE ROCK LAYER TO 3' ABOVE THE PROPOSED FINISH GRADE SO THE HOLE CAN BE EXCAVATED THROUGH MECHANICAL MEANS. AIE.L PLANTING (TREES, SHRUBS, GRDUNDCOVER, AND /OR GRASS APPLICABLE, TO BE DUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. TRIM BRANCHES TO KEEP NATURAL FORM OF TREE, USE APPROVED TREE DRESSING ON ALL ROOT AND BRANCH CWTS OVER 1/2 ", MAINTAIN TREE BASE .AT OR SLIGHTLY HIGHER WAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT. CREATE SAUCER AROUND TREE MULCHH FINISHED GRADE REMOVE AUL REMNANTS OF CONTAINER FROM AROUND ROOT BALL. COMPACTED TOPSOIL MIX AS SPECIFIED BELOW SCARIFY Pill BOTTOM . NOTM' 1. TOPSOIL MIX, AS RECOMENDED BY INDUSTRY STANDARDS FOR THE AREA. 2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT ISALL V HEN INSTALLING TREE STAKE 3. WATER THOROUGHLY AFTER INSTALLATION 4. REMOVE TREE RINGS AND STAKES TWO YEARS 5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL TREE PLANTING DETAIL NTS — EXISTING TREE YELLOW o DRIPLINE (MIN EXTENSION OF PROTECTIVE FENCE) 4! HIGH FENCE— /— OR CHAIN—LINK OR APPROVED EQUAL. 2' MIN, I i..._._..__i .STEEL EDGE DETAIL - SECTION NTS a n n � ag File CLpyM rREE PROTECTION DETAIL FOR ALL SITE AND /OR ADJACENT TREES NTS IMPORTANT 1. Rybo Landscape Ardnitecture :fRLA) assumes no responsibility for c.ny excavation or grading shown on surveys or Civil Engineers plans. 2. All proposed and finished grades shown are approximate, Refer to Civil Engineering drawings for grading Information, Any discrepancies In actual field measurements are to be reported to Landscape Architect Immediately. 3. Contractor shat( be responsible for making himself familiar with all underground utilities, pipes, structures, and line runs, 4. Prior to commencement of handscape construction, all piers, footings, and watts are to be surveyed, laid out, and staked in field for opprovat _ by Landscape Arch tect. Contractor shalt assume responsibility for any demolition, adjustments or reconstruction resulting from unautho ^ized' FMIEW D FO construction activities, C(} PLIAN"I e �p , Contractor Is responsible for all final quantities as per drawings and specifications. Any quantities provided by RLA are provided as .a convenience only and shalt nct be considered absolute, Landscape MAR 2 7 2003 Architect should be notified if any discrepancies occur, CONTRACTORS ARE TO BID THEIR OWN N VERIFIED QUANTITIES. GOLLEEG�SIA s ��RYIVL This etctronic drawing ile is released under the authority of Steven R, R ba r 9 Y Y M1724 on (date), who maintains the origical file, This electronic drawing file may be used as a background drawing, Pursuant to Rule 3.103(f) of the Rules and Regulations of the Texas Board of architectural Examinlers, the user of the etctronic drawing File agres to assume alt responsibility for any modification to or use of this drawing file that is Inconsistent with the requirements of the Rules and Regulations of the Texas Board of Architectural Examiners. No person may make any modification to this electronic W NUMBER L�2 o 6.��® SHEETS U Q° W .a z M � q va � 4 U? fa I M a� U m 1 W .4 w m 1 M � Q 06 2 AW 411 A ®r Aid► • r 1 r♦ NUMBER L�2 o 6.��® SHEETS 02 -26 z .DATE Ids .•p`' • r 1 r♦ 6 ,JOB .AFCPANO21103 SHEET NUMBER L�2 IOF SHEETS 02 -26 -03 .DATE ISSUED z 1 4 i• 6 ,JOB .AFCPANO21103 SHEET NUMBER L�2 IOF SHEETS 02 -26 -03 .DATE ISSUED LINE NOTES SITE SPECIFIC ES BEARING LL 23.87' E' PROPERTY IS STEVE LUMPEE - 1419. HARPERS FERRY RD. 1. THE 'OWNER' AND DEVELOPER OF 'THE HA PE # KEY NOTES S 66 °16'24' E CONSISTS OF LOT 1 BLOCK '1 LICK SUBDIVISION AS N 7 45: THE SITE CK CREEK _ COLLEGE STATION, TX 78 > ' 22.80' S 86 ° 03'56' E L4 7. THE PROPERTY S ZONED C-1, -CO COMMERCIAL RECORDED IN VOLUME 4280 PAGE 9 MME S 13 °47'31' E - TING 42.64' . . i EXISP G TEL ONE LINE H S 33 °40'20' E — - ON IN ACCORDANCE WITH THE FLOODP AIN LIMITS 'SHOWN 2: THE 100 YR FLOODPLAIN SHOWN IS L 2 EXISTING ; LEPHONE "PEDESTAL TE , -. L8 ` ,. >, IN ZONE "X " TO OD INSURANCE RATE THE FINAL PLAT. THE TRACT IS LOCATED THE FLOOD 3 - 4- :EXISTING GAS LINE -: TR CA LINE' E G OVERHEAD ELEC i L 31.21' AREAS, 41,CO20 D MAP FIRM FOR BRAZOS COUNTY TEXAS AND INCOPORATED RE S MAP NO.. 80 1 4 .:EXISTING 5 ,. , EXISTING 10 SANITARY SEWER LINE N 28 ° 54'08' W AS NOT WITHIN THE LIMIT OF FO THE .FIRM. REVISED- FEBRUARY 9 2000. THIS SITE W I E STUDY R . . � 5A` IS SANITARY SEWER :LINE EXISTING. Y L12 39.85' 6 - M EXISTING ANITARY SEWER A NG 103,49' R BUILDING IS A PRO 39 HIGH, 1 6 0. 3 E D 990 SF AND , : TH PROPOSED OME STRUCTURE B 7 EXISTING WATER VALVE S 55'02'16' W Lis` 8 EXISTING WATER AIR RELEASE VALVE -- `4' 29 =03 RA R I THE 6' .HIGH 4. T ARCHITECTURAL AND OR' STRUCTU L DRAWINGS. FOR DESIGN DETAILS OF REFER 0 / 9 , » EXISTING 24. WATERLINE _0 T p R N WA T CONSTRUCTED ADJACENT TO THE RESIDENTIAL ROPERTY: p SC EE LL 0 BE 10 EXISTING FIRE HYDRANT O 1 1' H ;EXISTING STREET. LIGHT POLE 0 DEDICATED TO THE CITY OF COLLEGE STATION FOR . THE 5. 0.477 ACRES IS PROPOSED TO BE DE E S TA 12- PO _ EX STING POWER LE , GREENWAYS PROGRAM. 13 PROPOSED `` -U G OUND ELECTRIC LINE NDER R 14 PROPOSED ELECTRICAL `TRANSFORMER 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE NORTH _FORK 15- PROPOSED 2 WATERLINE ,. . . OF LICK CREEK. NO DETENTION IS PROPOSED FOR THIS SITE. 16 _ PROPOSED WATER METER 7. AREA FOR THIS PROJECT IS 2.268 ACRES 98775 SF THE DEVELOPED A ( 17 PROPOSED Fl HYDRANT RO OSED RE , DEVELOPER PROVIDES'TEMPORARY K 7. BLANKET .EASEMENT _ 18 PROPOSED ,6 .;SANITARY- SEWER LINE ; FOR :CONSTRUCTION ...PURPOSES. ......,:. ® 19 R SEWER, MANHOLE PROPOSED SANITARY, E R A . TRANSFORMER AND THE P:U.E.,F WATERLINE 'WILL BE 8. THE 10 P.U.E. FOR THE ELECTRICAL OR THE 20 ;METER PROPOSED IRRIGATION . DEVELOP PROVIDES S . ER E ASEMENTS FOR LECTRIC 8 � OR PLAT. THE GREENWAYS DEDICA BE CONVEYED CONVEYED BY `SEPERATE INSTRUMENT TION -WILL 21 » _ ..... PROPOSED"2 WATER BLOWOFF ASSEMBLY -- .... 'INF 0 E T IC U INFRASTRUCTURE A5 INSTALLED 'F R EL C R LINES _ BY SEPERATE INSTRUMENT OR PLAT 22 PROPOSED :PARKING SIGNS LINE DISTANCE BEARING LL 23.87' S 53 °33'13' E' L2 38.82' S 66 °16'24' E 22.80' S 86 ° 03'56' E L4 37.99' S 13 °47'31' E L5 42.64' S< 40 °07'28' E L6 52.59' S 33 °40'20' E L7 54.66' S 80 °31'11' E L8 ` 15.62' N 53 °42'31' E L9 31.21' N 47 °20'05' E L10 - 18.36' N 28 ° 54'08' W Lll 30.07' N ,44'38'42' E L12 39.85' S 76 °57'43' E L13- 103,49' J 72'11'30' E L14' "16 4�' S 55'02'16' W Lis` 7jE';.." 5 :67 °01'49' E GENERAL NOTES: : G � E LECTRICAL NOTES: E -IJJUt UHI : 3 -13 -03 1. CONTRACTOR IS TO ,VERIFY THE EXACT LOCATION D VERTICAL L CAT ON AN I AL POSITIONING OF EXISTING UTILITIES - CITIES VELOPER' INSTALLS CONDUITS P 1 .1. UITS AS ER CITY SPECS... ' PROJECT NO.: AND SERVICE LINES WITHIN THE PROJECT E EC AREA WHETHER `SHOWN ON PLANS 0R OT AT _ N LEAST 48 AND.:DESIGN. ' E072 RS. PRIOR. TO ANY CONSTRUCTION. RESPONSIBLE FORA H CONTRACTOR IS RES ! . NY DAMAGE. DONE. TO. - _ _ EXISTING FACILITIES. CALL 1 800 _DIG T SS: E ._ DEVE OPER AROVIDES 3 F , 2 L 0 0 4 RIGID CONDUIT ..FOR DRAWN ,BY ,. _ ' RISE R POLES.' DEVELOPER INSTALLS FIRST ,10 Cl CITY, CS ; 2 . ALL RADII AND-DISTANCES C ES ARE MEASURED TO THE BACK OF CUR UNLESS LESS OTHERWISE NOTED. _ _- .INSTALLS REMAINDER. -. _ CH ECKED BY , JP S AL 0 3. L SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE LLE E STATION ,STAN - DARD _ 3. - DEVELOPER POURS TRANSFORMER PADS PER .CITY: . . SPECIFICATIONS FOR WATER & SEWER' STREETS DRAINAGE. E & D t SPECS !AND: DESIGN. _ N REVISION `4' 29 =03 UT LINES .:4. ALL ILI TY L WATER G S SANITARY . A SEWER G.T. .STORM .SEWER ETC. SHOW ( � N ARE 4. FLOP R INSTALL PU DEV E S LL BOXES AS PER :CITY _0 TAKEN FROM BEST AVAILABLE: RECORD ` - T L D INFORMATION BASED ON CONSTRUCTION 'UTILITY MAP' SPECS AND DESIGN. PULL BOXES BY CITY.) O DOCUMENTS OBTAINED BY FROM` CITY & INDEPENDENT AGENCIES -AND OR °A ROVE GROUND FIELD ' PROVIDED `�•• 0 SHOWN T _ EVIDENCE OWN POST IONS MAY NOT REPRESENT AS —BUILT C N E .RESENT B 0 DITIONS _ , DEVELOPER VI 5. D ELO ER PRQ DES DIGITAL A TOC OOi -_ TAL U AD 20 , VERSION OF PLAT AND/OR -SITE PLAN. EMAIL TO: 5 CA CON K ELECTRICAL CONDUIT FOR PARKING LOT .LIGHTING: WILL BE SHOWN ON THE ELECTRICAL :SITE .PLAN. ., < . _ rb of �.coHe a station tx.us 9. 6. PAVEMENT DEPTHS: 6 CONCRETE PAVEMENT:IN FIRE LANES AND IN TRASH DUMPSTER AREA, 5 _ 6. _DEVELOPER PROVIDES .LOAD DATA FOR PROJECT. 4 _. - CONCRETE PAVEMENT IN ALL OTHER LOCATIONS L � OF 1 N &ANALYSIS. DEVELOPER PROVIDES'TEMPORARY K 7. BLANKET .EASEMENT P . -1' 0 ,. .. y 0 .� s APING TI i 7. LANDSC N AND IRRIGA 0 .DES GN WILL BE PROVIDED ON THE _LANDSCAPE .. &: IRRIGATION PLANS. FOR :CONSTRUCTION ...PURPOSES. ......,:. ® . . * _ o ... ............................... DEVELOP PROVIDES S . ER E ASEMENTS FOR LECTRIC 8 � JOSE P. CH ULTZ � PH. S A IN T E RIOR PR A 8. A L L P SP ACE S W ITHOUT A CURB AT THE FRONT. ` F THE SP O . �.CE ARE 10 WIDE - BY .... 'INF 0 E T IC U INFRASTRUCTURE A5 INSTALLED 'F R EL C R LINES .... . ................. - .. PROFILE SCALE PROFILE SCALE BEARING L1 .r 1 » = 40' HORZ F'KUt ILt St�ALt STRUCTURAL S- 66'16'24' E 0 .,. S 86'03'56' E 1 = 4 VERT. BACKFILL S 13'47'31' E L5 42.64' N O - STRUCTURAL AL S 3'40'20' E n _ I BACKFILL � L8 288 N 53'42'31' E DESIGN GRADE V .288 O 18.36' EXISTING I GROUND K I B AC F L - 1 _ 1 4 VERT. BACKFILL 103.49' N 72'11'30" E L14 - - - -- _ i _ - ,4' MIN, Rr' U S 67'01'49' E I 3 1. A.43 4 280 q, . 117 0 EXISTING GROUND PROFILE SHOWN IS .- 2. WATERLINE 'PIPE MATERIAL - 6 AND 8 - NOTES: N 280 . {.43% (� o 1 o J C- 2' MIN. CLEARANCE OM STATE HIGHWAY NO. 6 II WATERLINE JOIN & CENTER OF PIPE OVER 6' WATERLINE Q U 8" WATERLINE WE LINE _ 10". SEWER _ Q ` ao _ LINE REFER TO WATERLINE SHEET FOR DETAILS FOR EMBEDMENT _..� W W Z _I � ^ w. , S3 , . 2'13 42' E 464.63 .. ,., 46.25 �--' -- — — l : - catt33 30 E 1 _ � .- _ ON S TR — CTURAL BACKFI L 272 M NT REQUIREM SHEET _ ' DETAILS AND E BEDME AND BACKFILL DETAILS. W 272 w 66 czS _j i N 272 V) : - > r r 00 00 00 00 M r7. .- 00 i\ 0 W Z W 00 r 00 i� 00 I\ W J 00 O N W 00 N 00 00 00 �- 00 1 04 F= �j N N Q NO. 1 N �i _ NZ.N , DESIGN GRADE . 11 11 II 0 +00 4 D IA. MANHOL II Il z - r , 11 AJ Li-XC7 288 U I U_ U_ �z U_ tJ'Z Q 1J tJ 0') O W Z m 0n W O { O STRUCTED OVER EXISTING _ tR m c0 to m to :. d O ~Q NL W(0 <C 00� Og V) T � Z J O + b N + I 04 + W N w + W N to -1 0 N + + in M + I- N { 00 u7 + O _ W 0 0-50 _ O _ O `- O b O [V °� '- cO `_ CV _ W <ZX Q QXQXQ�� Q` C ' 4 Q Q N ° QN Q f- 0 d F- a t- H E- _ co N (n U N (n 00 to 00 U) (0 (n tO (n (0 to c0 (n c0 (n . ` PROFILE SCALE BEARING L1 .r IV U HJ I M U/_/'+ 1 )UK _0 I,L mz: J I. AUJU51 rIKt.I 1TUKHIVI HIVU VHLVt LVIVt'VKMI h 1 , 1 4 SS 2 5 A 0 MATCH FIN GRADE. 160 OR SCHEDULE 40 UTILIZING CLASS BOXES T M T FINAL F'KUt ILt St�ALt i STRUCTURAL R S- 66'16'24' E 0 .,. S 86'03'56' E L4 37.99' S 13'47'31' E L5 42.64' „ _ 1 _ HORZ STRU STRUCTURAL AL S 3'40'20' E L7 _ 1 _ 40 HORZ 1- L8 ; N 53'42'31' E W V U O 18.36' N 28'54'08' W .40 1 _ - 4 VERT.: K I B AC F L L12 - V D PVC COMPOUND „ T » ,r NO E _ 1 4 VERT. BACKFILL 103.49' N 72'11'30" E L14 z S 5902'18' W _ U S 67'01'49' E _ q, . 117 0 EXISTING GROUND PROFILE SHOWN IS .- 2. WATERLINE 'PIPE MATERIAL - 6 AND 8 - NOTES: N . (� o 1 o J C- z d STATE HIGHWAY NO. 6 - . 00 PV 14 AWWA C 900 CL 2 DATA. C DR FIE SURVEY D BASED. ON E , A DETAILS 1. REFER TO THE SANITARY SEWER Q U ON -ST U N R TURAL , _ C3 Q ` ao _ AVERA GE WIDTH 30 f REFER TO WATERLINE SHEET FOR DETAILS FOR EMBEDMENT _..� � ^ w. , S3 , . 2'13 42' E 464.63 .. ,., 46.25 �--' -- — — l : - catt33 30 E 1 _ � .- _ ON S TR — CTURAL BACKFI L 272 M NT REQUIREM SHEET _ ' DETAILS AND E BEDME AND BACKFILL DETAILS. W W czS _j i N _ ;_ PROJECT : BENCHMARK PR E � _ ACKFI LL R.R. , PI 'RR SPIKE IN ROWER 3. 2 WATERLINE TO BE PVC, SDR 21 C'3 E ELEVATION: 282.71 _, POLE 2. REFER TO PLAN VIEW FOR SEWER MH NO. 1 Q _ , DESIGN GRADE . TI , SERVICE LINE LOCATIONS. SE CE 4. R IN UND PAVEMENT. TO BE 2 WATE L E ER E `. ST .288 ST 0 +00 4 D IA. MANHOL DESI ADE D ESIGN GRADE 288 _ - r , 288 288 P CASING. ENCASED IN 3 VC CAS G IVAT SEWER .LINE CONSTUCTION 3 PR E H N ACCORDANCE WITH ALL BE Q cc O 0') EXISTING - GROUND CO STRUCTED OVER EXISTING _ LINE T 0 MANHOLE 28 OF MANHOLE 28 75 d H CITY F COLLEGE. STATION THE Y 0 E A �. o _ BUILDING CODE. - U G z - Z �f w r _ co N : (n . LINE DISTANCE BEARING L1 23.87 S 53'33'13' E L2. 38.82' S- 66'16'24' E 0 22.80' S 86'03'56' E L4 37.99' S 13'47'31' E L5 42.64' S 40'0728' E L6 52.59' S 3'40'20' E L7 54.66' S 80'31'11' E L8 15.6V N 53'42'31' E L9 31.21' N 4720'05' E L10 18.36' N 28'54'08' W U 1 30.07' N 44'3842" E L12 39.85' S 7657'43' E L13 103.49' N 72'11'30" E L14 18.42' S 5902'18' W E15 _ 75.60' S 67'01'49' E Att iic p ub inirastrucfure for this P consttuGted in cart<fiarmanre with the Stations Standard S capons. P from thew - standards :have :.been :' Design Engineer or approved by . � uest8 for substitdons will be . the City Inver b the Desi En. 6 .,, tY � Y . !� J slat..aA- !'� r c�� College I No d�nr�a�tiona ted ,, by the the City. All ft i n wRi t0 � �± �r r��._ , of *d, 280 _ i 280 Z � W Q Z x r: z E— l Y z a - � Z LLi o J F— Q � (n - : :, ( Whiten a roust i�. all devioti . Pp _ • . , : ,� .tit t:�� �_. _ ,d �._. w �, ; �. v U w. , , _ #rom the City En gineer riot curti� h� g . p � �' �_� �r�. � ': w w c� W of 6 1 U NE (�,� _ L LU � z _ 0) — 1 _ q, . 117 0 (� o 1 o STATE HIGHWAY NO. 6 Q U TWO WA - Y TRAFFIC .FRONTAGE ROAD AD _ _ AVERA GE WIDTH 30 f _ � ^ , S3 , . 2'13 42' E 464.63 .. ,., 46.25 �--' -- — — l : - catt33 30 E 1 _ � .- _ (f3 272 272 r�7� WdZ9:£0 86/01/90 6 MP * TNV'I NNdDAV\ duospUP7 \sjuL- IlnsuoL)\s6Uimpia\ oq ueo ssOuITA Puaj0i66V \:N 'uQw -10al �•ry wv■ i ■ • ate v •..:1 STATE HIGHWAY NO. 6 08 BC DWM TWO WAY TRAFFIC FRONTAGE ROAD DWM - -. 08 06 53 11 - --------- - -. -.- AVERAGE WIDTH 30'± GRASS -- -,. � - -- - - -- �-- ,- / GRADE DITCH 284.60 TP TO DRAIN - ( SITE ENTRY - - -- - o -- �.,� ✓ 77 Thy ' GRASS , l \ ` _ , STEEL EDGE (TYP.) I '- I _ / / I - 285.20 TC 285.55 TC - / 2B3 ROCK 1c8'�M6E 3 DEPTH MULCF�I / 5 It RIP -RAP 2s3. 1 I 5 -TC i 285.10 TC CURB OPENINGS \ I _ -_ - -I - D G 2 3 WIDE j 84,gD TP I � _ - -- -- - 284.40 TP 1RF , 282. 0 TC IRE LANE - -FIRE LAN \ RE L N F IRE LAN --F IRE LAN 84. 0 C ' 282.60 TC I I I I I I I/ I I I I I I I I I I I I I T 1 '/ �/ / 282.00 T\ 281.75 TP MGM IH LC �p \ �L i 69 t 7 02 / 83:55 TC -. 321I _ 282.10 1 P 283.25 TC + % 12 2 .00 TC I - TP 284.10 TV 285.70 TW 282.70 282. TC / 50 TP .+- j 283.90 T GRAS l / DE COMPOSED ANITE ACCENT, 1. - WITH EEL EDGE (TY/P.) ` / ( i /\ CQ MG / GREENWAYS 1 1581 I DEDICATT'0N GR T AREA 0.47 - 7 , ACRVS. - -- - -- 29'y eo l: 109 I .:: _ , _ , t I I It i l � j IH 1 18 284.85 TC 214 ly + 283.85 TP l / 88 40 TC fIf' 284.90 284.60 TC / 1 86 , ......_.. _ -- - �% GRASS 28A. TC / MG 284.90 TC 285.10 C; . L _ 1 / 402 DUMPSTER f , T N • t . I r / 285.20 TC J' 0 TC DWM 06 '.•_.. - / .- � / J ` j J / �' /' (mil / 0 0 + j 11 ,r s� !" LO wo 1 12 1 05 A 1 SITE LANDSCAPE -PLA `b - - - - - -- -- - - v 284.30 TP �NV_1 3bI Ntll 3NI NH 3NIJ _ t 285.00 TC e 284. TP T A 11 / r 285.70 TC 285. / to z - - -- - - - -- ....__.........._.._._ 285.10 TC ��; �_..- O U R -_'r 1- r- ,- .�.J_..• � 285.40 TC /284.65 P (ri�r GRASS r� ■ ZONNING C -1 h co ..................... : m-71 ' Toe .............. JJ _ ..................... 1 285.35 TC Li A -- - -- - - - --'z - - - -- z 5 m " - - - -- z LIJ Li --- - - - - -- - -- - - - J - -- - W f rl L m z Lu = � Z = -- - - -- z GENERAL LANDSCAPE NOTES .� • ° °• Q o °• °° QUANTITIES 1.NDICATED ON PLANT LIST ARE LANDSCAPE ARCHITECT'S ESTIMATE ONLY m AND SHOULD BE VERIFIED PRIOR T❑ BIDDING. CONTRACTOR IS RESPONSIBLE F ❑R ,sue �Po ° p'• y BIDDING AND PROVIDING QUANTITY OF PLANTS REQUIRED AT SPACING DESIGNATED FOR owe _ �� BED SIZES AND CONFIGUATI ❑NS SHOWN ON PLANS REGARDLESS OF QUANTITIES �> e % N �- o L ' DESIGNATED ON PLANT SCHEDULE 0 � • o °wl us` 4. ' C2INTRACT❑R SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, AMBIGUITY ®� e e W % ° OR UNLABELED PLANTS ON PLANS PRIOR TO BID SUBMITTAL, IF DISCREPANCIES, D 6 ° a > m ��'�v _- AMBIGUITY OR UNLABELED PLANTS ARE NOT CLARIFIED BY LANDSCAPE ARCHITECT PRIOR * s� Azo o TO BID SUBMITTAL DATE, CONTRACTOR SHALL NOTE SUCH ITEMS ON BID. ° �Q * * cn ° °. °• S81IL AMENDM - :NTS TO BE °MIXED SOIL WITH COMPOST' AS PRODUCED BY L_I_VING EARTH TECHNOLOGY, OR APPROVED EQUAL, TREE HOLES TO BE EXCAVATED 2' GREATER THAN BALL DIAMETER AND 6' DEEPER. BACKFILL WITH 1/2 EXISTING SOIL AND 1/2 COMPOST (OR APPROVED EQUAL) AS NOTED UNDER NOTE 3 ABOVE, THOROUGHLY BLENDED BY MECHANICAL MEANS PRIOR TO BACKFILL. ' SHRUB PIT SHALL BE EXCAVATED 12' GREATER THAN BALL DIAMETER AND 6' DEEPER. ' BACKFILL WITH 1/2 EXISTING S ❑IL AND 1/2 COMPOST (OR APPROVED EQUAL) AS NOTED ' UNDER NOTE 3 ABOVE, THOROUGHLY BLENDED BY MECHANICAL MEANS PRIOR TO BACKFILL. MULCH TOP DRESSING TO BE MINIMUM 3' LAYER SHRE HARDWOOD BARK, SP READ � I UNIFORMLY ON ALL SHRUB AND GR❑UNDCOVER BEDSAND ON ALL TREE SAUCERS. BED EDGING (IF APPLICABLE) TO BE 1 /8'x4' REYERS ❑N ESTATE' EDGING AS MANUFACTURED BY JOSEPH REYERSON CO., INC. HOUSTON, TEXAS, OR APPROVED EQUAL, u ALL HIOLES FOR TREES AND LARGE SHRUBS SHALL BE TESTED FOR WATER RETENTION V J PRIOR TO TREE OR SHRUB PLANTING, AFTER HOLE IS EXCAVATED, IT IS TO BE FILLED WITH WATER. TO THE TOP OF THE EXCAVATION, IF, AFTER 24 HOURS, THE HOLE STILL HOLDS WATER, THE CONTRACTOR SHALL EXCAVATE AN ADDITIONAL 6' FROM THE BOTTOM OF THE HOLE, THE LANDSCAPE CONTRACTOR SHALL THEN INSTALL 6' OF NATIVE WASHED GRAVEL COVERED ON THE TOP (AND UP TO A MINIMUM OF 12" ON THE SID OF THE HOLE) WITH FILTER FABRIC, THE CONTRACTOR SHALL ALSO INSTALL A CAPPE 3' 20 OFFSET DIAMETER P\tC SUMP WHICH WILL EXTEND FROM NEAR THE BOTTOM OF THE ROCK LAYER TO 3' ABOVE THE MECHANICAL MEANS, PROPOSED FINISH GRADE S❑ THE HOLE CAN BE EXCAVATED THROUGH LANDSCAPE AD-L PLANTING (TREES, SHRUBS, GROUNDC❑VER, AND/OR GRASS APPLICABLE, TO BE PHASE L I N E GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE, LANDSCAPE /STREETS CAPE REQUIREMENTS REQUIREMENTS: LANDSCAPE REQUIREMENTS LICK REEK SUBDIVISION TOTAL SITE 4.02 AC. _ F PHASE ONE PHASED SITE +/- 119354.4 S.F. = +/- 2.74 AC. LO 11 BLOCK 1 4.02 LANDSCAPE POINTS 30 PTS. /1000 S.F. REQUIRED �� l' Lru ACRES 3580 MINIMUM PRINTS REQUIRED. G 3670 POINTS PROVIDED (42 TREES © 1.5 -2.0" CAL) Z•I C /-,... 1l.ITC t j ('D^I(lD♦ TD CCC DD(1\ /Ill Cll / 52 - 1� N - -OVIDED q �L 1790 POINTS REQUIRED FOR CANOPY TREES (50% MIN.REQUIRED) 3150 POINTS PROVIDED FOR CANOPY TREES (88% PROVIDED) 1 t? ' STREETSCAPE REQUIREMENTS: 297 L.F. STREET FRONTAGE PROPOSED ' 1 CANOPY TREE /25 L.F. OF FRONTAGE REQUIRED W /IN 50' OF PROPERTY LINE 1 CANOPY TREE /25 L.F. OF FRONTAGE PROVIDED W /IN 50'-OF PROPERTY INE /\ 11.88 CANOPY TREES REQUIRED 0 12 CANOPY TREES PROVIDED IRE LAN F IRE LAN r \ LANDSCAPE BUFFER (RESIDENTIAL ADJACENCY) \ ^� 158 I � l C r ti's 1 C, , 1 . 415 L.F. RESIDENTIAL ADJACENCY ` Qj i � U 30' BUFFER REQUIRED F ' 30 BUFFER - E PROM _ e DED 290 TP „ „ _ 1 L, SHRUB - I I I RUE � 36 I OC MIN 3 f' , r,1 s r G LAND SCAPE E BUFFER REQUIRED. I 1 5 GAL. SHRUB ®36 OC MIN 3 OF LANDSCAPE BUFFER _ 291.50 TC �^ - ' _ .. ____ ' _� ._. _r _. 138 SHRUBS REQUIRED / PROVIDED HT 3 r n Dom' 3O' LANDSCAPE BUFFER 138 SHRUBS PROVIDED = 06 1 - 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER REQUIRED O RASS % 0 1 - 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER PROVIDED � ( no ) 16.6 TREES REQUIRED - 17 TREES REQUIRED + � NOTES: ° -- - - + I� o - - - - X 1. AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. U) O THIS SYSTEM WILL PROVIDE 100% WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. > f 2. A 6" CONCRETE CURB WILL BE PROVIDED TO PROTECT ALL LANDSCAPE AREAS. N IN t Q / cjo --GR SS SCALE: 1" = 20' -0" CLEANLY PRUNE ONLY DAMAGED, DISEASED AND /OR WEAK BRANCHES. FINISHED GRADE AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT IN POT. MULCH v " !, l CREATE SAUCER AROUND SHRUB FINISHED GRADE REMOVE ALL REMNANTS OF CONTAINER COMPLETLY SCARIFY PIT BOTTOM NO TES: 1. USE TOPSOIL MIX, TO BACKFILL 2. WATER THOROUGHLY AFTER INSTALLATION 3. EXCAVATE ENTIRE SHRUB BED AS SHOWN SHRUB PLANTING DETAIL NTS INSTALLED PLANT MATERIAL � 0 0 12" O.C. N 0 0 0 NOTE: 1. THE "ON CENTER" MAY VARY PER PLANT TYPE. REFER TO PLANT SCHEDULE, THIS SHEET FOR VARIOUS "ON CENTERS ". TYP. GROUNDCOVER PLANTING DETAIL FINISH GRADE OF ADJACENT GRASS /LANDSCAPE AREA MAXIMUM 2" BELOW TOP OF EDGE. TOP OF EDGING TO BE PARALLEL AND STRAIGHT NO "WAVES" W /IN STRAIGHT RUNS. FINISH GRADE OF BED 1" BELOW EDGE (TYP). STAKE MIN. © 10' O.C. STEEL EDGE DETAIL SECTION NTS � U J NTS \� IY TRIM BRANCHES TO KEEP NATURAL FORM OF TREE. j� USE APPROVED TREE DRESSING ON ALL ROOT AND ' BRANCH CUTS OVER 1/2 ". 6 MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT. CREATE SAUCER AROUND TREE MULCH Ij FINISHED GRADE I REMOVE ALL REMNANTS OF CONTAINER FROM AROUND ROOT BALL. COMPACTED TOPSOIL MIX AS SPECIFIED BELOW SCARIFY PIT BOTTOM . NOTES-, 1. TOPSOIL MIX, AS RECOMENDED BY INDUSTRY STANDARDS FOR THE AREA. 2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE 3. WATER THOROUGHLY AFTER INSTALLATION 4. REMOVE TREE RINGS AND STAKES TWO YEARS 5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL TREE PLANTIN DETAIL PRELIMINARY NOT FOR CONSTRUCTION 4' 2' L-11 STING TREE PLINE (MIN EXTENSION OF PROTECTIVE FENCE) HIGH FENCE- YELLOW SAFY FENCE CHAIN -LINK OR APPROVED EQUAL. ST AT 8'O.C. MAX, USE METAL "T" POST ST OR WOOD ( 2 "X4 "MIN.) NOT DISTURB EXISTING GRADE II TREE PROTECTION DE TAIL NTS \ / rUK ALL JI It ANU /UK AUJACLN I IREES NTS � O I� �U � C� U O U JOB AFCPANO21103 SHEET NUMBER B &B OK IF PLANTED BEFORE APRIL 15TH OR AFTER OCTOBER 15TH. PLANT SCHEDUL MUST BE APPROVED PRIOR TO PURCHASE AND INSTALLATION. KEY QUAN. COMMON NAME BOTANICAL NAME SIZE REMARKS i�r WO -T6 WATER OAK Quercus nigra 1.5 " -2.0" cal. MEASURED 12" ABOVE FINISH GRADE. J f LIVE OAK Quercus virgin iananigra 1.5 " -2.0' cal. 12 -14' ht.,6 -8' spd..B &B OK. MEASURED 12" ABOVE FINISH GRADE. 12 -14' ht.,6 -8' spd..B &B OK. BC 06 BALD CYPRESS Taxodium distichum 1.5 " -2.0" cal PLANT WHERE INDICATED, 6 -7' HT. 3' SPD. ALL MUST BE UNIFORM HT., B &B OK. _CP /1) 2 CHINESE PISTACIO Pistacia chinensis 2.1 " -3.4" cal. PLANT WHERE INDICATED �y 5 IC �Wj, u ITALIAN CYPRESS Cupressus sempervirens 30 gal. 1.25" CAL MIN., PLANT, WHERE INDICATED I ALL MUST BE UNIFORM HT., B &B OK. LC 02A LEYLAND CYPRESS Cupressus leylendi 30 gal. 1.25" CAL. PLANT WHERE INDICATED DWM 76v/ DWARF WAX MYRTLE Myrica pusilla 5 gal. PLANT 36" O.C., WHERE INDICATED 'ROSE GLOW' ALL MUST BE UNIFORM HT., / IH 160✓ INDIAN HAWTHORN Rhapiolepsis indica 2 gal. PLANT 36" O.C. � 4 i k 1v1��63h' SC 1800 MONKEY GRASS SEASONAL COLOR" Liriope muscari (SEASONAL) 1 gal. PLANT 12" O.C. � 4" POTS PLANT 9" O.C. GENERAL LANDSCAPE NOTES .� • ° °• Q o °• °° QUANTITIES 1.NDICATED ON PLANT LIST ARE LANDSCAPE ARCHITECT'S ESTIMATE ONLY m AND SHOULD BE VERIFIED PRIOR T❑ BIDDING. CONTRACTOR IS RESPONSIBLE F ❑R ,sue �Po ° p'• y BIDDING AND PROVIDING QUANTITY OF PLANTS REQUIRED AT SPACING DESIGNATED FOR owe _ �� BED SIZES AND CONFIGUATI ❑NS SHOWN ON PLANS REGARDLESS OF QUANTITIES �> e % N �- o L ' DESIGNATED ON PLANT SCHEDULE 0 � • o °wl us` 4. ' C2INTRACT❑R SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, AMBIGUITY ®� e e W % ° OR UNLABELED PLANTS ON PLANS PRIOR TO BID SUBMITTAL, IF DISCREPANCIES, D 6 ° a > m ��'�v _- AMBIGUITY OR UNLABELED PLANTS ARE NOT CLARIFIED BY LANDSCAPE ARCHITECT PRIOR * s� Azo o TO BID SUBMITTAL DATE, CONTRACTOR SHALL NOTE SUCH ITEMS ON BID. ° �Q * * cn ° °. °• S81IL AMENDM - :NTS TO BE °MIXED SOIL WITH COMPOST' AS PRODUCED BY L_I_VING EARTH TECHNOLOGY, OR APPROVED EQUAL, TREE HOLES TO BE EXCAVATED 2' GREATER THAN BALL DIAMETER AND 6' DEEPER. BACKFILL WITH 1/2 EXISTING SOIL AND 1/2 COMPOST (OR APPROVED EQUAL) AS NOTED UNDER NOTE 3 ABOVE, THOROUGHLY BLENDED BY MECHANICAL MEANS PRIOR TO BACKFILL. ' SHRUB PIT SHALL BE EXCAVATED 12' GREATER THAN BALL DIAMETER AND 6' DEEPER. ' BACKFILL WITH 1/2 EXISTING S ❑IL AND 1/2 COMPOST (OR APPROVED EQUAL) AS NOTED ' UNDER NOTE 3 ABOVE, THOROUGHLY BLENDED BY MECHANICAL MEANS PRIOR TO BACKFILL. MULCH TOP DRESSING TO BE MINIMUM 3' LAYER SHRE HARDWOOD BARK, SP READ � I UNIFORMLY ON ALL SHRUB AND GR❑UNDCOVER BEDSAND ON ALL TREE SAUCERS. BED EDGING (IF APPLICABLE) TO BE 1 /8'x4' REYERS ❑N ESTATE' EDGING AS MANUFACTURED BY JOSEPH REYERSON CO., INC. HOUSTON, TEXAS, OR APPROVED EQUAL, u ALL HIOLES FOR TREES AND LARGE SHRUBS SHALL BE TESTED FOR WATER RETENTION V J PRIOR TO TREE OR SHRUB PLANTING, AFTER HOLE IS EXCAVATED, IT IS TO BE FILLED WITH WATER. TO THE TOP OF THE EXCAVATION, IF, AFTER 24 HOURS, THE HOLE STILL HOLDS WATER, THE CONTRACTOR SHALL EXCAVATE AN ADDITIONAL 6' FROM THE BOTTOM OF THE HOLE, THE LANDSCAPE CONTRACTOR SHALL THEN INSTALL 6' OF NATIVE WASHED GRAVEL COVERED ON THE TOP (AND UP TO A MINIMUM OF 12" ON THE SID OF THE HOLE) WITH FILTER FABRIC, THE CONTRACTOR SHALL ALSO INSTALL A CAPPE 3' 20 OFFSET DIAMETER P\tC SUMP WHICH WILL EXTEND FROM NEAR THE BOTTOM OF THE ROCK LAYER TO 3' ABOVE THE MECHANICAL MEANS, PROPOSED FINISH GRADE S❑ THE HOLE CAN BE EXCAVATED THROUGH LANDSCAPE AD-L PLANTING (TREES, SHRUBS, GROUNDC❑VER, AND/OR GRASS APPLICABLE, TO BE PHASE L I N E GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE, LANDSCAPE /STREETS CAPE REQUIREMENTS REQUIREMENTS: LANDSCAPE REQUIREMENTS LICK REEK SUBDIVISION TOTAL SITE 4.02 AC. _ F PHASE ONE PHASED SITE +/- 119354.4 S.F. = +/- 2.74 AC. LO 11 BLOCK 1 4.02 LANDSCAPE POINTS 30 PTS. /1000 S.F. REQUIRED �� l' Lru ACRES 3580 MINIMUM PRINTS REQUIRED. G 3670 POINTS PROVIDED (42 TREES © 1.5 -2.0" CAL) Z•I C /-,... 1l.ITC t j ('D^I(lD♦ TD CCC DD(1\ /Ill Cll / 52 - 1� N - -OVIDED q �L 1790 POINTS REQUIRED FOR CANOPY TREES (50% MIN.REQUIRED) 3150 POINTS PROVIDED FOR CANOPY TREES (88% PROVIDED) 1 t? ' STREETSCAPE REQUIREMENTS: 297 L.F. STREET FRONTAGE PROPOSED ' 1 CANOPY TREE /25 L.F. OF FRONTAGE REQUIRED W /IN 50' OF PROPERTY LINE 1 CANOPY TREE /25 L.F. OF FRONTAGE PROVIDED W /IN 50'-OF PROPERTY INE /\ 11.88 CANOPY TREES REQUIRED 0 12 CANOPY TREES PROVIDED IRE LAN F IRE LAN r \ LANDSCAPE BUFFER (RESIDENTIAL ADJACENCY) \ ^� 158 I � l C r ti's 1 C, , 1 . 415 L.F. RESIDENTIAL ADJACENCY ` Qj i � U 30' BUFFER REQUIRED F ' 30 BUFFER - E PROM _ e DED 290 TP „ „ _ 1 L, SHRUB - I I I RUE � 36 I OC MIN 3 f' , r,1 s r G LAND SCAPE E BUFFER REQUIRED. I 1 5 GAL. SHRUB ®36 OC MIN 3 OF LANDSCAPE BUFFER _ 291.50 TC �^ - ' _ .. ____ ' _� ._. _r _. 138 SHRUBS REQUIRED / PROVIDED HT 3 r n Dom' 3O' LANDSCAPE BUFFER 138 SHRUBS PROVIDED = 06 1 - 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER REQUIRED O RASS % 0 1 - 2" CAL. CANOPY TREE /25 L.F. OF LANDSCAPE BUFFER PROVIDED � ( no ) 16.6 TREES REQUIRED - 17 TREES REQUIRED + � NOTES: ° -- - - + I� o - - - - X 1. AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. U) O THIS SYSTEM WILL PROVIDE 100% WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. > f 2. A 6" CONCRETE CURB WILL BE PROVIDED TO PROTECT ALL LANDSCAPE AREAS. N IN t Q / cjo --GR SS SCALE: 1" = 20' -0" CLEANLY PRUNE ONLY DAMAGED, DISEASED AND /OR WEAK BRANCHES. FINISHED GRADE AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT IN POT. MULCH v " !, l CREATE SAUCER AROUND SHRUB FINISHED GRADE REMOVE ALL REMNANTS OF CONTAINER COMPLETLY SCARIFY PIT BOTTOM NO TES: 1. USE TOPSOIL MIX, TO BACKFILL 2. WATER THOROUGHLY AFTER INSTALLATION 3. EXCAVATE ENTIRE SHRUB BED AS SHOWN SHRUB PLANTING DETAIL NTS INSTALLED PLANT MATERIAL � 0 0 12" O.C. N 0 0 0 NOTE: 1. THE "ON CENTER" MAY VARY PER PLANT TYPE. REFER TO PLANT SCHEDULE, THIS SHEET FOR VARIOUS "ON CENTERS ". TYP. GROUNDCOVER PLANTING DETAIL FINISH GRADE OF ADJACENT GRASS /LANDSCAPE AREA MAXIMUM 2" BELOW TOP OF EDGE. TOP OF EDGING TO BE PARALLEL AND STRAIGHT NO "WAVES" W /IN STRAIGHT RUNS. FINISH GRADE OF BED 1" BELOW EDGE (TYP). STAKE MIN. © 10' O.C. STEEL EDGE DETAIL SECTION NTS � U J NTS \� IY TRIM BRANCHES TO KEEP NATURAL FORM OF TREE. j� USE APPROVED TREE DRESSING ON ALL ROOT AND ' BRANCH CUTS OVER 1/2 ". 6 MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT. CREATE SAUCER AROUND TREE MULCH Ij FINISHED GRADE I REMOVE ALL REMNANTS OF CONTAINER FROM AROUND ROOT BALL. COMPACTED TOPSOIL MIX AS SPECIFIED BELOW SCARIFY PIT BOTTOM . NOTES-, 1. TOPSOIL MIX, AS RECOMENDED BY INDUSTRY STANDARDS FOR THE AREA. 2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE 3. WATER THOROUGHLY AFTER INSTALLATION 4. REMOVE TREE RINGS AND STAKES TWO YEARS 5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL TREE PLANTIN DETAIL PRELIMINARY NOT FOR CONSTRUCTION 4' 2' L-11 STING TREE PLINE (MIN EXTENSION OF PROTECTIVE FENCE) HIGH FENCE- YELLOW SAFY FENCE CHAIN -LINK OR APPROVED EQUAL. ST AT 8'O.C. MAX, USE METAL "T" POST ST OR WOOD ( 2 "X4 "MIN.) NOT DISTURB EXISTING GRADE II TREE PROTECTION DE TAIL NTS \ / rUK ALL JI It ANU /UK AUJACLN I IREES NTS � O I� �U � C� U O U JOB AFCPANO21103 SHEET NUMBER L - I OF SHEETS 02 -11 -03 DATE ISSUED RESIDENTIAL