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HomeMy WebLinkAboutDrawingsN O d AUT,C. SERVICE REPAIR. PROPERTY _... -._ ..: , Opp `. .... .. ti • aY53'IS' C — — t qL— kk 1 It '�• l i y f I i I] P -x ST 1F I I 1 i i ) ; S ; 1 1 I h I 1 f� z ' •ice' • NEW BAN -. tD I . m -- _ . O ; i -_.SE ; i I V I ---------------- " ---- .. .--- . -.._ ------------ I - -- - - --- .. --------------- - -- ------------------- - -- ' --- '--'- _-..... - - -.- . I 7 BRAZCS 'VA.I LE" SCH00_S 4 CREDIT UNION PROPERTY 284.53 _ - - - 207 + yw .� _ LOT 4R -A, BLOCK 14C SOUTHWOOD VALLEY, SECTION 19 SMRY mac VOLUME 1074; PAGE X1:5 stucco • a Wi Y ti : { 10' ° tunTv m ' CM EASEME � . LE SCA 1 » 30' z D 04TT44" 284.53 _ - - - 207 + yw .� _ LOT 4R -A, BLOCK 14C SOUTHWOOD VALLEY, SECTION 19 SMRY mac VOLUME 1074; PAGE X1:5 stucco TO HEARNE /HWY 21 TO C° \ oo N 00 Z) N izl Lj Q HWY 60 TO SOMERVILLE TO MADISONVILLE V) Q m �Ir >- = TO HUNTSVILLE ENLARGED MAP / / HWY 6- / TO NAVASOTA 0 Ill EAST TRAVIS, SUITE 222 LA GRANGE, TEXAS 78945 (979) 968- 888 5 PROFMONAL PARK DR., SUITE A WEBSTER, TEXAS 77598 /9 R IV rz = .`l n e n n I _0 15' LANDSCAPING/ MOTOR BANK I PHASE 2 PARKING BUFFER SITE INFORMATION I PHASE 1 ZONING: C -1 DETENTION POND PARKING S ES - ZONING: k tD HC 1.) PROPOSED SITE AREA {� r NEW SIDEWALK - TOTAL AREA _ 94 EA SF _ 2.17 ACRE - I . IMPERVIOUS AREA (DEVELOPED) 4 ,027 SF PERCENTAGE OF AREA DEVELOPED 43Z ABANDON NEW CURB, rnP � COVERED sIDEw ADA PUBLIC F� n EXIST P.L�� t ••t.rr,` TRANS. ACCESS 2.) PROPOSED BUILDING AREA (2,000 SF z � o ' ' f W EXIST SIDEWALK 3.) PROPOSED .PARKING 24' -a" NEW CONC PAVING, TYP - CANOPY t 0" (STACK S PACE STANDARD PARKING SPACES _ 18 CE FOR 5 CA - ACCESSIBLE SPACES 2 R /LANE) ; TOTAL 2Q _ _ _ - . �� LA►VE 4 !( I DETENT1 0 ' Z Q ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER - FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS OF SERVICE, SHALL REMAIN THE PROPERTY OF THE ARCHITECT. CUTRIGHT do ALLEN, - INC., SHALL RETAIN ALL COMMON LAW, STATUTORY, AND • 41 r • i / CUTR - IGHT ALLEN (— O. W Z V LLJ J�Z 0 ARCHITECTS V o O 41 rn � LLJI o C9 0_ Z° W !_ �F W x W 1-- - - Ld ry- LLJ CD 00 __�__ U) O N .w - 0 W W N LLJ -J W - o Lu w I _0 15' LANDSCAPING/ MOTOR BANK I PHASE 2 PARKING BUFFER SITE INFORMATION I PHASE 1 ZONING: C -1 DETENTION POND PARKING S ES - ZONING: k tD HC 1.) PROPOSED SITE AREA {� r NEW SIDEWALK - TOTAL AREA _ 94 EA SF _ 2.17 ACRE - I . IMPERVIOUS AREA (DEVELOPED) 4 ,027 SF PERCENTAGE OF AREA DEVELOPED 43Z ABANDON NEW CURB, rnP � COVERED sIDEw ADA PUBLIC F� n EXIST P.L�� t ••t.rr,` TRANS. ACCESS 2.) PROPOSED BUILDING AREA (2,000 SF z � o ' ' f W EXIST SIDEWALK 3.) PROPOSED .PARKING 24' -a" NEW CONC PAVING, TYP - CANOPY t 0" (STACK S PACE STANDARD PARKING SPACES _ 18 CE FOR 5 CA - ACCESSIBLE SPACES 2 R /LANE) ; TOTAL 2Q _ _ _ - . �� LA►VE 4 !( I DETENT1 0 ' Z Q ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER - FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS OF SERVICE, SHALL REMAIN THE PROPERTY OF THE ARCHITECT. CUTRIGHT do ALLEN, - INC., SHALL RETAIN ALL COMMON LAW, STATUTORY, AND • 41 r • i / CUTR - IGHT REVISIONS 3O' UTI EASEMENT OTHER RESERVED RIGHTS; INCLUDING THE POND LITY COPYRIGHT THERETO. NO PART OF THIS DOCUMENT ' I 5 _ A.) MIN. PARKING REQ'D BY CITY. ORDINANCE . 1/250 SF = 8 ' LANE HIGH PT � > > X 20 15' SETBACK 7 SETB 5' ACK CLEARANCE BAR `s l _ AIM B.) PARKING STALL SIZE (TYPICAL) 9 t . '�-- -, ST STO EX DETENTION POND I — -- — _ — --- ,O ' WATER 4.) LANDSCAPING REQUIREMENTS ( — _ — — o o ' A.) LANDSCAPE POINTS (REQ'D) 30 PTS /1000 SF 2835 PTS DUMPSTER ENCLOS. Aucv W/. DOORS / 26' -0" 67' -0" 3 0' SHARED ACCE EASEME / - �-- - 4T 96 � .. . _ . _ .. .. . . B.) MIN. 50% OF POINTS ON CANOPY -TREES • 4o�ta• w 344 / S / EXIST CONC DRIVE' NEW CURB EXIST CURB NEW C ON N — — EXIST CONC RELOCATE C.U. r C - •-y- -• DUMPSTER C.) IRRIGATION SYSTEM REQUIRED — — — — — — — — — — -- 7 - - --- - L_---- -- - - -- — -� DEMO EXIST CURB CREDIT UNI WATER STORM PROPERTY - - PLAN NORTH" ACTUAL NORTH PROPOSED SITE .. W z` r ALLEN (— O. W Z V LLJ J�Z 0 ARCHITECTS V o O 41 rn � LLJI o C9 0_ REVISIONS 3O' UTI EASEMENT OTHER RESERVED RIGHTS; INCLUDING THE POND LITY COPYRIGHT THERETO. NO PART OF THIS DOCUMENT ' I 5 _ A.) MIN. PARKING REQ'D BY CITY. ORDINANCE . 1/250 SF = 8 ' LANE HIGH PT � > > X 20 15' SETBACK 7 SETB 5' ACK CLEARANCE BAR `s l _ AIM B.) PARKING STALL SIZE (TYPICAL) 9 t . '�-- -, ST STO EX DETENTION POND I — -- — _ — --- ,O ' WATER 4.) LANDSCAPING REQUIREMENTS ( — _ — — o o ' A.) LANDSCAPE POINTS (REQ'D) 30 PTS /1000 SF 2835 PTS DUMPSTER ENCLOS. Aucv W/. DOORS / 26' -0" 67' -0" 3 0' SHARED ACCE EASEME / - �-- - 4T 96 � .. . _ . _ .. .. . . B.) MIN. 50% OF POINTS ON CANOPY -TREES • 4o�ta• w 344 / S / EXIST CONC DRIVE' NEW CURB EXIST CURB NEW C ON N — — EXIST CONC RELOCATE C.U. r C - •-y- -• DUMPSTER C.) IRRIGATION SYSTEM REQUIRED — — — — — — — — — — -- 7 - - --- - L_---- -- - - -- — -� DEMO EXIST CURB CREDIT UNI WATER STORM PROPERTY - - PLAN NORTH" ACTUAL NORTH PROPOSED SITE .. W z` r (— O. W Z V LLJ J�Z 0 no V o O 41 rn � LLJI o C9 0_ Z° W !_ �F 0. _. W o W 1-- LtJ ;� k- Q 0 5 0 =c MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS.- ELECTRONIC OR MECHANICAL, FOR ANY PURPOSE. WITHOUT WRnTEN PERMISSION OF CUTRIGHT k ALLEN, INC. 02002 CMIGHf ✓t ALLEN, INC. ALL RIGHTS RESERVED. PROJECT TEAM BRAD CUTRIGHT DEAN ALLEN JOANNA PRIHODA " PROJECT NUMBER 02.414 DRAWING TITLE PROPOSED NEW SITE PLAN SHEET NUMBER A-1.0 .PRICING DATE — = CONST. DATE — PRINT DATE 12 -05 -02 :tea c nF General Landscape Installation Notes POINT CALCULATIONS 01. An automatic irrigation system will cover the entire landscaped areas. Plant Material Removal Clem 02. Typical Dumpster Screen is to be custom design by the Architect of Record. 01. Removal of unwanko existing plant material is the responsibility 01. Final clean -up shall include cleaning and washing 'of all paved areas, walks stairs, building surfaces, etc. impacted by the installation of landscape 03. Erosion control is required as needed. of the Landscape Contractor. materials. 02. Landscape Contractor is responsible for clearing any dirt or mud from Guarantee OI. Ail plants (except annual color) is to be guaranteed for I year beginning 01. All plant material shall be pruned /shaped to remove all damage' public and private 'roadway. 'Landscape Contractor is also responsible for keeping the 01. resulting In shipment or installation and to give a uniform, attractive site clean during construction and plant installation.- . beginning at the point of final acceptance by the Owner. appearance. Final approval of completion of this task shall be Sod Plant Material given by the Landscape Architect, Owner's Representative or the Owner. 01. Property prepare areas to receive sod i.e. remove debris, grade' smooth, slope to drain. 01. Verify all quantities before installation. No substitutions are allowed 02. Trees shall be pruned from trees to.aitdw for 6' clear trunk. 02. Moisten, the prepared ground before installation of sod, TOTAL POINTS REQUIRED (Phase I aid II) 2,q56 without the consent of the Landscape Architect. 03. Grape Myrtle Trees shall be- pruned from trees to allow for 5' i 03. Alternate Joints between pieces of sod. 02. All Plant Material must be approved by the Landscape Architect before clear trunk. 04. Broken pieces of sod smatter than 8" are not acceptable. 1 + 1 = 2,956 Points installation. Tree Staking 05. Thoroughly water sod after installation.. Too Soil (Regvired Street5cape Canopy Trees 272 -82 / 32 = (o Trees) 01. Trees shall be set plumb and straight with allowance for settlement, Oi. All sandy loam top soil must be debris, weed, and nut grass free. fertilized and back - filled in six inch layers settled with water to the finish grade, building up a temporary watering basin around the base of each plant. 02. A sample must be submitted by Contractor and approved by 02. Metal "T" posts shalt be used exclusively. (By Cot. Owner prior to its introduction to the site. Any rejected soil 03. Galvanized, braided clothesline wire (or approved egyal) shall secure I - Water Oak - 9" Cal. Tree (Quercus nigra) x 300 shall be promptly removed from the site at the Contractors expense. plant material to "T" post. All trunks will be protected with garden 03. Ali landscaped areas are to be fine graded by the Landscape Contractor prior to hose sleeve. EXISTING CANOPY TREES (barricaded) installation of plant material. in areas of excess fill, it is the responsibility of the Landscape Contractor to property settle these areas prior to installation of 04. All staking shall remain in place for a period of one year or shall b replaced at no additional cost to the owner. Points plant material. Slope all areas to drain. 05. Install 3' diameter composted pine bark mulch rings (3" Think) around Beddina Soil - Fiowerbeds trees and Grape Myrtles in lawn areas. 01. Bedding Soil shall consist of the following: Grading NON - CANOPY TREES (container) 2/3 Sandy Loam Topsoil 01. In preparation of Flowerbeds or other - plantings, Contractor shalt in no way impede Points I/3 Black Humus (or approved ecg/ai). positive drainage flow across the property. 02. Soil in flower bed area are to be mounded up to create 02. The Landscape ontractor is responsible for smoothing/ leveling/ fillip an dips, e n areas, humps or p bumps to provide for proper drainage P000lin r Points drainage for plant roots. ponding water is not acceptable. 03. Five pounds of fertilizer (3 -2 -1 ratio) per 1000 sq, ft. shall 03. The Landscape Contractor is to locate the finished floor (elevation) adjacent to each Points be incorporated into bedding soil at the time on installation. foundation planting bed. Bedding soil and top- dressing mulch shall in no wary come : Toa Dressing in contact with building siding or exceed the height of the finished floor minus 2 inches. 01. Top dressing shall be a 3" layer of composted pine � bark mulch, black humus or approved a pol. CL CL I - Elr ydrent Muir_h Rinn (Tvn.) 1i i Landscape Galculations POINT CALCULATIONS Site Area Requirements 60,526 (Phase 1) / 1000 x 30 = 1,131(o Points 33,986 (Phase 11) / 1000 x 30 = 1,020 Points � Streetscape _ Major Collector (Longmire) 272' (frontage) - 82' (driveways and visibility triangles) . _ _• . / 50 x 300 = 1,140 Points TOTAL POINTS REQUIRED (PHASE 1) 1,816 + 1,140 = 2,956 Points TOTAL POINTS REQUIRED (PHASE II) NONE REQUIRED c�,.�, � ("W" �) P" V" TOTAL POINTS REQUIRED (Phase I aid II) 2,q56 Points Point Breakdown PHASE I GwIllillyTMN 1 + 1 = 2,956 Points (RecVired Canopy Trees 2, 95(o/ 2 = 1,47B Points) (Regvired Street5cape Canopy Trees 272 -82 / 32 = (o Trees) PHASE 11 Live oak (Quercus virgintana) 1,020 Points 600 14/16' Ht., 4& 5p., Matched (Recgiired Canopy Trees 1,020/ 2 = 510 Points) Existing Landscaping (By Cot. 3 - Water Oak - 6" and 8" Cal. Trees (Quercus nigra) x 200 = 600 Points I - Water Oak - 9" Cal. Tree (Quercus nigra) x 300 = 300 Points Total of Existing Trees = 900 Points Proposed Landscaping Bold Cypress (Taxodium dlstichum) EXISTING CANOPY TREES (barricaded) I 10112' Ht., 2k' 5p., Matched I @ 300 Points (9 " Cat.) = 300 Points 3 @ 200 Points (iof and 8 Col.) = 600 Points NEW CANOPY TREES (container) 2 @ 300 Points (31 " Min. Col.) = 600 Points 12 @ 150 Points (22" Min. Cal.) = 1,800 Points NON - CANOPY TREES (container) Herr Campo 1VW8 6 @ 40 Points (3" Min. Cal.) = 240 Points Shrubs (container.) III @ 10 Points (5 Gal. Min.) = 1,110 Points TOTAL PROPOSED LANDSCAPING -4,650 Points PHASE I LANDSCAPING EXISTING CANOPY TREES = 900 Points NEW CANOPY TREES =2,400 Points NON - CANOPY TREES = 240 Points Shrubs = I, 110 Points TOTAL -4,650 Points U PHASE II LANDSCAPING Q No canoov trees proposed at this time. CD A portion of the non - canopy trees and shrubs which exceed Phase I regvirements are to apply at time of development. C co J L � _ CU I _ Weeping Yaupon Nally - 7 Dwf. . Yaupon ! Moll y - 1 F I l Ex i st in g Grave Pad ?. .. ,. ¢. � , 50 Seasonal Color asonat : Gotor : �•� s,�: ��,,,, � .� .,�. �•�. •� - + r ,s � �, „.µ �� �, F ;u �c I �:. h '.+.j �. '4. ,F :.. L� Kk n,° •t'rf "��t'"�� .; Mc , � 3' - Maiden :Grass.; , i 3 a Jv - Gros - Ya on'. Nott _ �P'i ._ 7 ,`;Dwf. , , , -I Italian Cypress ,. . _ .. 1 . �. �,.. a K. � . s;'1^ . 7� Fl ston P1ortared in l -e ,.. • .. _ rn , p ,- (-;- __, . _ 1- t5(lJrt _ ,,, �`��e��1����� f ' /'h_. ..•= 'r'�•a��h.��u.. ',..G(rtt`��` ..:r,'�, it .. �. -- '- - �..., .. � . ,iJ.: ._ I M Plant List -All (Includes Streetscape) _ CU rw a � an c�,.�, � ("W" �) P" V" f" ca>raar,b o cc GwIllillyTMN 2 100 Gat. Live oak (Quercus virgintana) 300 600 14/16' Ht., 4& 5p., Matched �p (By Cot. min.) W -0' Clear Trunk Min., Container O N 12 30 Gal. Bold Cypress (Taxodium dlstichum) 150 I 10112' Ht., 2k' 5p., Matched Ci7 (2) Cal. min.) 6' -0" Clear Trunk Min., Container to Herr Campo 1VW8 6 30 Gal. Crime Myrtle (Lagerstroemia Indica 'Watermelon Red') 40 240 8/10' Ht., 2/3' sp., 3 -5 Canes, 11j (3' Cal. min., total) Matched, Min. Cane Dia I" � EFrldw tt7 O 2 30 Gat. Weeping Youpon (Ilex vomitorla 'Penduld) 10 20 6/8' Ht., 2' sp., Matched _ <-+ (2" Cal. min.) W -0' clear Trunk Min., Container O 69 5 Gat. Dwf. Youpon Hotly (flax vonitorla 'Nana') 10 690 15" Height Min., Rooted, Full y O 38 5 Gal. Wax Leaf Ligustrur (Ligustrwn Japonicwn) 10 380 24' Height Min., Rooted, Full ro in ® 29 1 Gal. Malden Gross (Miscanthus sinensis 'Grocillimus') 00 000 18' Height Min., Rooted, Full 01 G 2 30 Gat, Italian Cypress (Cupressus sempervirens) 10 20 8 /10' Ht., 1' 5p., Matched, Container o ersad CAW E 325 4' pot Annual Color - to be determined 00 000 4' Height Min., Rooted, Full Twf CD 17,076 5q, Ft. Common Bermuda (Cynodon doctylon) 00 000 Solid Sod, Weed Free I Solid Sod al CL TOTAL PR IP05ED LANDSCAPING 3,750 Points ro vl ro J C O ro U) CD Cu O C i C co m cu . 4 ro ch En 4 U aJ 0 L. CL i ca CD Plant List - Streetscape Only Longmire Street (Major Collector) Exteting Proposed Key QuenUty size Corry non Nam (Botanical Nam) Rew1red Rea>yired 5treet5cope Canopy Trees 272 -82 / 32 = 6 Trees Extethg (Prateeted) Canopy Trees I a Cal. Water Oak (Quercus nigra) I 1 6" Cal. Water Oak (Quercus nigra) i Proposed Newly Planted Ca'opy Trove 4 30 Gat. Bald Cypress (Taxodium distichum) 4 (2y Cal, Min.) 1Z n NOTE: Back Flow Device must be installed and tested upon installation as per City Ordinance #2394. Bockflow device must be installed and tested upon installation as per City Ordinance 2394. MODEL PS -00 SPRAY HEAD FINISH GRADE ° 1/2" Sch 40 (Gray) PVC RISER (LENGTH AS REQUIRED) PVC TEE PVC LATERAL LINE -- Pres ure Vacuum 05 � Breaker Assembly 0 VHA }� N cn _ _ = CM 3 a 04 H unter PS-00 Spray Head on Riser) Ref: None Scale: None Ref: None Scale: None , Stub -out to _ Phase II _ -- Stub -out to - Phase U 1111 � - -1111 Il ADJUSTABLE ARC NOZZLE (ALL) FINISH GRADE MODEL PS -04 SPRAY HEAD 6" Plastic Valve Box 2" Plaster Valve (Optional) 2" Irrigation Plain Line Flow Out (to sprinklers 1/2" Cut -off NIPPLE (LENGTH AS REQUIRED) PVC TEE PVC LATERAL LINE NOTE: _ INSTALL 4" POP -UP HEADS IN LAWN AREAS 03 Hunter PS -04. Spray Head Ref: None Scale: None U t U L a a� 0_ ro c co J _. - - - - -- -- ICC- .CONTROLLER (METAL CABINET) 4 L W 0 Cr M 0 0 CU 0 cv of "' Hunter I CC - M (Nall Mount) Lo ( Metal) Ref: None Scale: None C ro General Irrigation Specifications 01. All main lines are to be SCH 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC. 04. All wiring is to be 14 gauge. 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Rainbird PEB series automatic valves. 07. Size Controller to accommodate irrigation zones. OS. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the Owner. Oq. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. II. All irrigation ditches shall be backfilled and tamped. Clods and debris unearthed during trenching shall be removed from the site. 12. A Iy Water Meter shall be provided by the Irrigation Contractor for the irrigation system in the area indicated on the Plan. 13. The Irrigation Contractor is responsible for complying with the City of College Station codes and requirements. 14. The Contractor is responsible for obtaining any and all permits required to perform work. 15. Complete coverage of designated irrigation areas is required to obtain .final acceptance. 16. Glean up is considered to be a part of this project and is the responsibility of the Contractor. All drink containers and food wrappers shall be placed in designated areas and disposed of properly. Maximum '.Design Flow per Zone: Not to exceed 45 GPM. 7 - 15A L J ���, 40 15F 11 , 15A V 5F( 15F ' 2" 11 I l l 15A t' 1 . 940 L15A �i' 15 !c ' + �' 15A 15A � 15A 15A t '�' 15A iV 15A 15A �'u t r ry� 15F r- i Fire Hydrant #1 15F t 1 lotion '�� 1 ` l « l r J • 1 • _ • Power Pole 15A� Ir 15A � 15A �' 15A �' 15A V 15A 15A �r 15A �« 15A 15A i 15A I 15A �' 15A 15A \ 1 Is lesion 1 1 — — — alve 12A 111 12A r S + ,f 12A �r • 15A 21 15A 't Ili ■ 12A 15A 15A X20 �'llll L 1 1555 ;- 11 I o 1111 tr r 15A /Ito I pi t 15A n 15A I ( 1 ( 15A 1 I I /_ ve Isp� i I , Bank Sign 15A ,q 1 J •Power Pole >� Detention Pond 11 1 �+ , 15A lI,` + ) 1111 15A %, l MA Irrigation Key VHA ro cn _ _ = CM 3 a c 0 Swing Joint in 12" plastic ro CM 2" Sch 40 PVC Mainline C_ i 0 ro cn CU Cn CD 0 C-3 , Y C ro M CU ro cn i 0 U m •o C_ CL i ro - ro 0 General Irrigation Specifications 01. All main lines are to be SCH 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC. 04. All wiring is to be 14 gauge. 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Rainbird PEB series automatic valves. 07. Size Controller to accommodate irrigation zones. OS. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the Owner. Oq. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. II. All irrigation ditches shall be backfilled and tamped. Clods and debris unearthed during trenching shall be removed from the site. 12. A Iy Water Meter shall be provided by the Irrigation Contractor for the irrigation system in the area indicated on the Plan. 13. The Irrigation Contractor is responsible for complying with the City of College Station codes and requirements. 14. The Contractor is responsible for obtaining any and all permits required to perform work. 15. Complete coverage of designated irrigation areas is required to obtain .final acceptance. 16. Glean up is considered to be a part of this project and is the responsibility of the Contractor. All drink containers and food wrappers shall be placed in designated areas and disposed of properly. Maximum '.Design Flow per Zone: Not to exceed 45 GPM. 7 - 15A L J ���, 40 15F 11 , 15A V 5F( 15F ' 2" 11 I l l 15A t' 1 . 940 L15A �i' 15 !c ' + �' 15A 15A � 15A 15A t '�' 15A iV 15A 15A �'u t r ry� 15F r- i Fire Hydrant #1 15F t 1 lotion '�� 1 ` l « l r J • 1 • _ • Power Pole 15A� Ir 15A � 15A �' 15A �' 15A V 15A 15A �r 15A �« 15A 15A i 15A I 15A �' 15A 15A \ 1 Is lesion 1 1 — — — alve 12A 111 12A r S + ,f 12A �r • 15A 21 15A 't Ili ■ 12A 15A 15A X20 �'llll L 1 1555 ;- 11 I o 1111 tr r 15A /Ito I pi t 15A n 15A I ( 1 ( 15A 1 I I /_ ve Isp� i I , Bank Sign 15A ,q 1 J •Power Pole >� Detention Pond 11 1 �+ , 15A lI,` + ) 1111 15A %, l MA Irrigation Key VHA Vacuum Breaker Assembly Irrigation Valve _ _ = Sch 40 PVC Sleeve Irrigation Controller Bibb (Boiler Valve ® Nose H with PVC Ball Valve on Swing Joint in 12" plastic Valve Box.) `s 2" PVC Ball Valve 2" Sch 40 PVC Mainline 4+Z #1 ...�.� 2 xA LONGNIRE DRIVE Ire Date: 2/21/03 - Revisions: _ � aiiaina _ oaQ Irrigation Specifications Valve ('volume) #1 (42.q GPM) #2 (40.7 GPM) #3 (41.5 GPM) M °X #4 (25.8 GPM) (42A GPM) Avg. #5 (41.2 GPM) (37.0 GPM) #6 (30.q GPM) #7 (35.7 GPM) + 15A 2^ _ V� 15Fr � ' �j , Power Pole _ n 00 + ° 15A j (` Irrigation - -- ( ` V + 15A� Water Pieter M A %1 0 15A 1-{ I /� 1 B rn • 2" 15A �� 15A 555V i ° 1 15A 15A , �'` �` D v 2 �` • II I ! y7 a i 1 rQ11 ' ISA 0 r 12A I M. rt i� i v hu 12A� , 1t ZII A L ��l � IS � r i yy � I I LJ f 4 , 4 t k, J> rl 12A IOA #3 t \{) 1 ;r 7 r �� I 15A 2 I�-A - = i ' 7 Lf) I / x st -0 S 12A D z �i D a �t 12 A « 1 0 III rn z r t . a L ti �2A I rn t' y D D D I rn} r a� a€ 4ti rx V ? �« 3 4 I ITI ITl ill -G x2A Q C �i 12A 1111 1111 1111 �' .. #4 Fire Hydrant I 1111 ° Isolation ol ., I ��\ 2 Valve 11 II 2 r 15A 1111 15A 15A' r 12A' + 'i Isolation 15 HB 2 ° J 15A ` �J ! ll i + 15A 15A l y � J 15F \` / _ I� #7 « - - - - -- - - -- - - - -' ��� u 4 1 I' 12A 15 t -------- --- -----= #5 r #6 Isolation "' IV , 0 ( ( Valve i l , 0 Iv l�A ` l � � 15F � b - -- 12A I �` i' _ t �, 1 rTI E�r J MA qP alt? I' IVr i• , r �' ,, ,..wrncsuc 1 s 1 l 1 Water Pieter V , 15F .J �ktr U 1 , ' .�-{•� �^ #� l l' i4 I A 12A 15 t II l!�" 12A Q ` `Sheet o . 2 f2 C), < TO HEARNE HWY 21 TO CALDWELL, TO MADISONVILLE cn oo m cn �-\ w m Q HWY 60 cn TO SOMERVILLE TO HUNTSVILLE F- \ 1 � i CUTRIGH'f SITE INFORMATION ZONING: C -1 1.) PROPOSED SITE AREA - TOTAL AREA 94,508 SF = 2.17 ACRE IMPERVIOUS AREA (DEVELOPED) - 41,027 SF PERCENTAGE OF AREA DEVELOPED 43% _2.�) PROPOSED BUILD - ING AREA ±2,000 SF 3.) PROPOSED PARKING STANDARD PARKING SPACES = 18 ACCESSIBLE SPACES 2 TOTAL= 2 A.) MIN. PARKING REQ'D BY CITY ORDINANCE 1/250 SF = 8 B.) PARKING STALL SIZE (TYPICAL) 9' X 4.) LANDSCAPING REQUIREMENTS A.) LANDSCAPE POINTS. (REQ'D) 30 PTS /1000 SF = 2835 PTS B) MIN. 50% OF POINTS ON CANOPY TREES C:) IRRIGATION SYSTEM REQUIRED )NS > 0.8: W " � _J o Z o�z Z _� o X Ld Z .— U o >:z W F tl! — z a � w o WU c c ) , -_Z � Z _a ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS OF SERVICE, SHALL REMAIN THE PROPERTY OF THE ARCHITECT. CUTRIGHT & ALLEN, _ INC., SHALL RETAIN ALL COMMON LAW, STATUTORY, AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT-THERETO. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR By ANY MEANS, ELECTRONIC OR MECHANICAL, . FOR ANY PURPOSE. WITHOUT WRITTEN PERMISSION OF CUTRIGHT do ALLEN, INC. ®2002 CUTRIGHT Ec ALLEN, INC. ALL RIGHTS RESERVED. . PROJECT TEAM BRAD CUTRIGHT DEAN: ALLEN JOANNA PRIHODA PROJECT NUMBER 02.414 DRAWING TITLE. PROPOSED NEW SITE PLAN - i SHEET NUMBER A-1*0 PRICING DATE — CONST.: DATE — PRINT DATE 12 -05 -02 ALL EN .ARC HITEC'TS 111 EAST TRAVIS, SUITE 222 LA GRANGE, TEXAS (9 7 9) - 9 6 8 -. 8 78945 8 8 8 5 PROFESSIONAL PARK _DR, SUITE -A WEBSTER, - TEXAS (281) 557- 080:1 77598 S . c) Q W X Lv F.- In" 0 'Z C) o � Q o c 0 � Cn O w N CD N LLJ W L i-- 0 0-) :V) 0 U )NS > 0.8: W " � _J o Z o�z Z _� o X Ld Z .— U o >:z W F tl! — z a � w o WU c c ) , -_Z � Z _a ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS OF SERVICE, SHALL REMAIN THE PROPERTY OF THE ARCHITECT. CUTRIGHT & ALLEN, _ INC., SHALL RETAIN ALL COMMON LAW, STATUTORY, AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT-THERETO. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR By ANY MEANS, ELECTRONIC OR MECHANICAL, . FOR ANY PURPOSE. WITHOUT WRITTEN PERMISSION OF CUTRIGHT do ALLEN, INC. ®2002 CUTRIGHT Ec ALLEN, INC. ALL RIGHTS RESERVED. . PROJECT TEAM BRAD CUTRIGHT DEAN: ALLEN JOANNA PRIHODA PROJECT NUMBER 02.414 DRAWING TITLE. PROPOSED NEW SITE PLAN - i SHEET NUMBER A-1*0 PRICING DATE — CONST.: DATE — PRINT DATE 12 -05 -02 ALL EN I _ CAP END OF CHANNEL / C 17 ABV / o - 1 WHITE PAINTED ARROW 7X 67MTL F PAINT LEVATION SIGN ARR Y V 4" LT 4 SIGN E (CONDUIT ._. - �t� �IAS SPEC'D _ f ' J. / FIN GRADE SCALE C. FLUSH GROUND MTD LIGHT - :4 - - - - - � z i MIN 5' -0" X 5' -0" I I ( n /�: ., ( I / I I I( I"ICAD T1 10 nocn I f I i i iI i I 1 POLE BASEPLATE SHALL BE 4 < . ,! . � J GROUTED AFTER POLE IS PLUMB. N HANDHOLE POLE 3/4" EXP JT &; SEALANT / CONDUIT _ BUSHINGS ELEVATION TO BE DETERMINED IN FIELD. SECURE TO POLE - � GROUNDING LUG STL CHANNEL, PNT B FENCE ELEVATION /SECTION = 12 "W - x24 "D DEEP LEVELING NUT & BASE COVER l FIN TO MATCH BLDG 1/2" PERIMETER FTG & 5" THK 24" DIA CONC. PLINTH ABOVE SLAB W/ #3 0 16" OCEW CHAMFER EDGE 3/4" STUCCO ON LATH CURB, HAND RUB FINISH & C.R.C.'S . PROVIDE STEEL CAGE FOR ' I +-ii I w FINISH GRADE I,• ANCHOR BOLT WELD OR -T.O. PAVING. r HIGH STRENGTH STEEL ANCHOR BOLTS i " " I z z FILL DEPTH AS REQUIRED TO SUPPORT POLE. SET i ii I EXIST GRADE 2" 1 2 AB'S PARALLEL & 90' FROM ADJACENT - ' z TS 1 "X 1 "X 1 /8" �6 . CURB. i it III N 8 #6'S WITH 6' SIDEWALK, SEE SITE PLAN #3 TIES 0 12. NON- METALLIC CONDUIT ONDUIT -' 1/2" X 1 1/2" C.R.0 6 `' 1.0 0 STUCCO FENCE, SEE B _ _--- r --- r - 12" O.C. WELDED ' ADAPTER. _ TO TUBE STL i STEEL CONDUIT 36' 24" 1 '�. 4" DIA STL BOLLARD 36' STUCCO ON GALV MTL LATH : ' ' <" ��, HIGH W/ 18" PIPE BASE, MIN. EXTEND CONC FTG TO B. LIGHT POLE BOTH SIDES S, OFIN / INCORPORATE BOLLARD SIM TO BLDG - PNT :.. BASE SEE SITE PLAN 3/4" CHAMFER - EDGES, TYP. ENCASEMENT AT FLAGPOLE ! DUMPST \ LIGHT, OPP HAND f (� < PAD DUMPSTER .. �0 . EXP JT &SEALANT ° a i O a, 6 SPECIFIED LAWN CONC DUMPSTER PAD \ 0", AS SPEC CONC SIDE WALK ��� I -- LIGHT, SEE ELEC. `� \ 4" X 4" X 1/4" 3z+' <. FIN. GRADE to / 12'1N x24 "D FTG W/ 2- \ ` T.S. 0 CORNERS FIN GRADE ° ° <°77 #5 TOP & BOT W/ . #3 " 4 ° " a 1 (I i STIRRUPS 0 18" OC ? . 4 Ljv .. • d: CONC ENCASEMENT AROUND J .41• .1 CONC PAVING, LT FIXTURE W/ 2 - #3 TOP & SEE SITE - PLAN 2, • �,� 0 �� BOT & #3 VERT .AT CORNERS 1 -0' SLOPE PAVING AT CONDUIT PA � D CON E S - SE C SHTS AS SPEC'D C . FENCE SECTION " 4 DIA L BOLLARD ST . � 36 " 5 HIGH, SET IN CONC BM A. RAISED GROUND MTD LIGHT WRAP STUCCO AROUND POST, TYP LIGHT BASE DETAILS -9 No ,SCALE A. DUMPSTER PLAN - 1/4" - DUMPSTER DETAIL 5 AS NOTED - - - -- JAMES B. & DIXIE L. CONC CONE AT TOP a GOOLSBY PROPERTY CONC FILLED 4" DIA. STL. POST, 4' -6" - - - ------- -•--�' -- _ LONG SET BOT. 18" INTO A 12" DIA. _ X 30" DEEP CONC. FTG. PAINT FINISH. - SEE BK EQUIP SHOP DWG FOR LOC.'S 1 PNEUMATIC UNIT BY BEV. REFER V _ - R TO BE SHOP 6" DIA STL POST, -' s REFS FOR 6' -0" LONG FILLED W/ II DWGS -CONC. SET BOTTOM 24" INTO I - o CONC. FTG -- PNT BOLLARD SEEP N FOR SW # 6870 „ ABLAZE " DUAL B LLARDS i ( I - I I CONC. ISLAND, TROWEL FIN. 10' UTILITY EASEMENT (EXIST) �. WARP PAVING 1" UP FOR SLOPE PREFORMED 12 GA. STL 0 I _ AWAY FROM BOLLARD BASE II I I CURB EDGE AS SPEC., WM - ( PNT FIN. & _ PAVEMENT OR FIN GRADE EXPANSION JT. SEALANT AROUND METAL FORM. I I x I ' CONC. PAVING / - , 1 ;7 - - 17, 3 X 24 ". DOWELS 0 O.C. f b ° I4 41 I I ( I 3 CONT.- 0 PERIMETER. W/ `\I 16" DIA X DEEP CONC ;3 REINF: 0 24' O.C. INTO FTG , - SEE PLAN FOR LOC'S II I TIED TO DOWELS - L IL I AT SELECT LOC S, ANCHOR 18 BOLLARD TO WELD PLATE AT 4" JT. RE: PLAN CANOPY FNDN - NO CONC - FTG REQ, SEE 'S' SHTS. XFMR BOLLARD DETAIL ISLAND DE 7 3/4" 3/4" M 34 U.S. POSTAL SERVICE PROPERTY Q I 6 " / m FACE OF BLDG 19 49 4" DIA. STL 'PIPE CURB, PNT, WELD TO Z ' 3 .PIPE SUPPORTS 0 MAX 8' -0" OC & WITHIN 12" OF CURB ENDS. SET PIPE IN 12" DIA X 18" DEEP CONC FIG. WELD CAP ®EACH PIPECURB END, A I PER F.E.M 144 F.E.M.A. F.I.R.M. MAP PANELS / I PNT FIN. & 182 EFFECTIVE JULY 2, 1992, ' I S SITE DOES NOT LIE WITHIN THE I 100 -YEAR REGULATORY FLOODPLAIN HT VARIES BTWN TOP WARP PAVING FOR 1" SLOPE AWAY OF PAVING & T.O.S. FROM POST SEE CIVIL DWGS r' - - - - T.O. SLAB J _ B i 3/4" REDWOOD E.J. W/ SEALANT i i CONC PAVING, SEE SITE PLAN I� I 50 ' I ' PIPE CURB DETAIL 1 1/2" I i N - NOTE S PLAN LAN F OR CATI LO ON F 0 STANDARD _ VEHICLE SPACE(S) AND VAN SPACE(S) ACCESSIBLE PARKING 1/4" LEON SEVICK _ PROPERTY _ dnx n2' NORTH I : 6' -0" 3' -0" DETAIL • 1� ALLEN A.R- C.HITECTS .11 EAST TRAVIS, SUITE 222 A GRANGE, TEXAS 78945 9 7 9) 968- 8888 i PROFESSIONAL, PARK, STE A ffEHSTER, TEXAS 77598 ,281) 557 - 0801 CHANNEL, PNT FIN - -' • TO MATCH BLD G GALV. 16 GA. GA . MTL SIGNS - 12 "X 18" BLUE TS 1 "X1 "X1 f8" %• •. SIGN & WHITE W/ STD ACCESSIBILITY SYMBOL MIN 5' -0" SPECIFIED LAWN TO BOT. II AT VAN PARKING SPACE, INCLUDE A I SQ CONC PAD LIGHT, SEE ELEC. CHARACTER 12'X9 " ADDITIONAL _ I - "VAN ACCESSIBLE" _ - C 4" X 4" X .. N OR SYMBOL SIGN MOUNTED BELOW STD SIGN. FIN. GRADE 1/4 T.S. POST 1 1/2" DIA. GALV. STL DEPTH OF HOUSING c° • '� i e - moll STUCCO FINISH, SEE C POST W/ CAP OR 1/8" - PLUS 4" CONC BASE �� 1/2" X 1 1/2" C.R.0 I ;THK FORMED "U " o_ (' 1 TUBE * I SHAPED POST i ° - CONC ENCASEMENT AROUND TO ST WELDED : i LT FIXTURE W/ 2 - #3 HORIZ e i , l 4 • L_ @ REINF c ° to Ll " " 6" CURB LEVEL .. & #3 VERT AT CORNERS N CONC PAVING , SEE 12 DIA. X 24 W/ WALK, TYP. 'DEEP SITE PLAN - I .i / CONC. FTG (I F PAINT LEVATION SIGN ARR Y V 4" LT 4 SIGN E (CONDUIT ._. - �t� �IAS SPEC'D _ f ' J. / FIN GRADE SCALE C. FLUSH GROUND MTD LIGHT - :4 - - - - - � z i MIN 5' -0" X 5' -0" I I ( n /�: ., ( I / I I I( I"ICAD T1 10 nocn I f I i i iI i I 1 POLE BASEPLATE SHALL BE 4 < . ,! . � J GROUTED AFTER POLE IS PLUMB. N HANDHOLE POLE 3/4" EXP JT &; SEALANT / CONDUIT _ BUSHINGS ELEVATION TO BE DETERMINED IN FIELD. SECURE TO POLE - � GROUNDING LUG STL CHANNEL, PNT B FENCE ELEVATION /SECTION = 12 "W - x24 "D DEEP LEVELING NUT & BASE COVER l FIN TO MATCH BLDG 1/2" PERIMETER FTG & 5" THK 24" DIA CONC. PLINTH ABOVE SLAB W/ #3 0 16" OCEW CHAMFER EDGE 3/4" STUCCO ON LATH CURB, HAND RUB FINISH & C.R.C.'S . PROVIDE STEEL CAGE FOR ' I +-ii I w FINISH GRADE I,• ANCHOR BOLT WELD OR -T.O. PAVING. r HIGH STRENGTH STEEL ANCHOR BOLTS i " " I z z FILL DEPTH AS REQUIRED TO SUPPORT POLE. SET i ii I EXIST GRADE 2" 1 2 AB'S PARALLEL & 90' FROM ADJACENT - ' z TS 1 "X 1 "X 1 /8" �6 . CURB. i it III N 8 #6'S WITH 6' SIDEWALK, SEE SITE PLAN #3 TIES 0 12. NON- METALLIC CONDUIT ONDUIT -' 1/2" X 1 1/2" C.R.0 6 `' 1.0 0 STUCCO FENCE, SEE B _ _--- r --- r - 12" O.C. WELDED ' ADAPTER. _ TO TUBE STL i STEEL CONDUIT 36' 24" 1 '�. 4" DIA STL BOLLARD 36' STUCCO ON GALV MTL LATH : ' ' <" ��, HIGH W/ 18" PIPE BASE, MIN. EXTEND CONC FTG TO B. LIGHT POLE BOTH SIDES S, OFIN / INCORPORATE BOLLARD SIM TO BLDG - PNT :.. BASE SEE SITE PLAN 3/4" CHAMFER - EDGES, TYP. ENCASEMENT AT FLAGPOLE ! DUMPST \ LIGHT, OPP HAND f (� < PAD DUMPSTER .. �0 . EXP JT &SEALANT ° a i O a, 6 SPECIFIED LAWN CONC DUMPSTER PAD \ 0", AS SPEC CONC SIDE WALK ��� I -- LIGHT, SEE ELEC. `� \ 4" X 4" X 1/4" 3z+' <. FIN. GRADE to / 12'1N x24 "D FTG W/ 2- \ ` T.S. 0 CORNERS FIN GRADE ° ° <°77 #5 TOP & BOT W/ . #3 " 4 ° " a 1 (I i STIRRUPS 0 18" OC ? . 4 Ljv .. • d: CONC ENCASEMENT AROUND J .41• .1 CONC PAVING, LT FIXTURE W/ 2 - #3 TOP & SEE SITE - PLAN 2, • �,� 0 �� BOT & #3 VERT .AT CORNERS 1 -0' SLOPE PAVING AT CONDUIT PA � D CON E S - SE C SHTS AS SPEC'D C . FENCE SECTION " 4 DIA L BOLLARD ST . � 36 " 5 HIGH, SET IN CONC BM A. RAISED GROUND MTD LIGHT WRAP STUCCO AROUND POST, TYP LIGHT BASE DETAILS -9 No ,SCALE A. DUMPSTER PLAN - 1/4" - DUMPSTER DETAIL 5 AS NOTED - - - -- JAMES B. & DIXIE L. CONC CONE AT TOP a GOOLSBY PROPERTY CONC FILLED 4" DIA. STL. POST, 4' -6" - - - ------- -•--�' -- _ LONG SET BOT. 18" INTO A 12" DIA. _ X 30" DEEP CONC. FTG. PAINT FINISH. - SEE BK EQUIP SHOP DWG FOR LOC.'S 1 PNEUMATIC UNIT BY BEV. REFER V _ - R TO BE SHOP 6" DIA STL POST, -' s REFS FOR 6' -0" LONG FILLED W/ II DWGS -CONC. SET BOTTOM 24" INTO I - o CONC. FTG -- PNT BOLLARD SEEP N FOR SW # 6870 „ ABLAZE " DUAL B LLARDS i ( I - I I CONC. ISLAND, TROWEL FIN. 10' UTILITY EASEMENT (EXIST) �. WARP PAVING 1" UP FOR SLOPE PREFORMED 12 GA. STL 0 I _ AWAY FROM BOLLARD BASE II I I CURB EDGE AS SPEC., WM - ( PNT FIN. & _ PAVEMENT OR FIN GRADE EXPANSION JT. SEALANT AROUND METAL FORM. I I x I ' CONC. PAVING / - , 1 ;7 - - 17, 3 X 24 ". DOWELS 0 O.C. f b ° I4 41 I I ( I 3 CONT.- 0 PERIMETER. W/ `\I 16" DIA X DEEP CONC ;3 REINF: 0 24' O.C. INTO FTG , - SEE PLAN FOR LOC'S II I TIED TO DOWELS - L IL I AT SELECT LOC S, ANCHOR 18 BOLLARD TO WELD PLATE AT 4" JT. RE: PLAN CANOPY FNDN - NO CONC - FTG REQ, SEE 'S' SHTS. XFMR BOLLARD DETAIL ISLAND DE 7 3/4" 3/4" M 34 U.S. POSTAL SERVICE PROPERTY Q I 6 " / m FACE OF BLDG 19 49 4" DIA. STL 'PIPE CURB, PNT, WELD TO Z ' 3 .PIPE SUPPORTS 0 MAX 8' -0" OC & WITHIN 12" OF CURB ENDS. SET PIPE IN 12" DIA X 18" DEEP CONC FIG. WELD CAP ®EACH PIPECURB END, A I PER F.E.M 144 F.E.M.A. F.I.R.M. MAP PANELS / I PNT FIN. & 182 EFFECTIVE JULY 2, 1992, ' I S SITE DOES NOT LIE WITHIN THE I 100 -YEAR REGULATORY FLOODPLAIN HT VARIES BTWN TOP WARP PAVING FOR 1" SLOPE AWAY OF PAVING & T.O.S. FROM POST SEE CIVIL DWGS r' - - - - T.O. SLAB J _ B i 3/4" REDWOOD E.J. W/ SEALANT i i CONC PAVING, SEE SITE PLAN I� I 50 ' I ' PIPE CURB DETAIL 1 1/2" I i N - NOTE S PLAN LAN F OR CATI LO ON F 0 STANDARD _ VEHICLE SPACE(S) AND VAN SPACE(S) ACCESSIBLE PARKING 1/4" LEON SEVICK _ PROPERTY _ dnx n2' NORTH I : 6' -0" 3' -0" DETAIL • 1� ALLEN A.R- C.HITECTS .11 EAST TRAVIS, SUITE 222 A GRANGE, TEXAS 78945 9 7 9) 968- 8888 i PROFESSIONAL, PARK, STE A ffEHSTER, TEXAS 77598 ,281) 557 - 0801 .::.... .... .. EX :. Q V) Q PAVING JOINT: LAYOUT & : N W FIRE LANE DESIGNATION ° ED � 40' - SITE PLAN KEYNOTES o <( W 1. ACCESSIBLE ROUTE. - 2. ACCESSIBLE - PARKING SPACES & UNLOADING ZONE, SEE DTL 3. r • PP, PP V ' O 3. CURB RAMP: SLOPE SIDEWALK DOWN TO PAVING - SLOPE WALK AND ( 1 SCORE CONC. PER- NOTES AT DTL 3. l.J 4. 4 -INCH WIDE STROKE-WHITE PARKING STRIPES, _ LENGTH P)(IST/Nt THR�g T 5.. NEW CONCRETE PAVING, -SEE 2 THKNESS & REINF., SEE DTL 4 /D1.0. REFER TO SOILS REPORT FOR BASE REQUIREMENTS. ExLST OPENING . ----REVISIONS 40 6. NEW CONC. CURB, SEE - DTL_ 4/D1.0. AT PROPERTY LINES, PLACE BACK ASPH 3 OF CURB AT P.L. U.N.O: . U.N.O., DIMENSIONS ARE GIVEN TO /FROM BACK OF CONC CURB. 8. FH DWGS NC GRATE INLET . (G.L) FOR STORM WATER DRAINAGE, SEE CIVIL 29 9., PLACE BACK OF CURB AT SHARED A .. CCESS EASEMENT LINE. - ' J h 10. CURB CUT AT EXISTING STREET FOR NEW DRIVEWAY, SEE CIVIL DWGS. • 11. NEW CONCRETE ISLANDS,. TYP. AT DRIVE -UP. 17 SEE. DTL 8 AND A -2.0: _ 12. HIGH POINT - IN PAVEMENT, TYP. 6 TYP '.'. 13. _ NEW CONC - CURB AND GUTTER, SEE DTL 4 /D -1.0 & CIVIL - DWGS.. _ 42 14. OUTLINE OF EXIST BUILDING, SEE D -1.0 FOR ASSOCIATED WORK. I 15. EXISTING. 30 -FOOT WIDE SHARED ACCESS EASEMENT. „ J 16. EXISTING 30 =FOOT PRIVATE DRIVE EASEMENT. ` 31 ' ' 45 17. EXISTING 30 -FOOT UTILITY. EASEMENT. TYP 18. FORMER AREA OF GRAVEL PARKING TO BE RETURNED. TO NATURAL: 23 STATE PER LANDSCAPE DWGS. SEE D - 1.0 . FOR REMOVAL .OF EXIST i GRAVEL e 19. NO SITE WORK REQUIRED IN THIS AREA- EXCEPT, AS MAY BE REQUIRED .� 23 AT BACK OF CURBS OR FOR DRAINAGE. SEE 1': AND 'C' SHTS. 3. co Qj ;; B ALIG.N� ` 20. DOWNSPOUTS TO U.G. = LEADERS, SEE 'C' SHTS FOR CONTINUATION. :':•: 22 3 21. EXISTING CONCRETE TO BE POWER WASHED AFTER COMP uj o" LETION OF NEW PAVING, SEE 'C' SHTS FOR GRADES. CC IL 0 22 NEW CONC SIDEWALK .WITH STIFF _BROOM FIN, SEE DTL 5/D1.0. LL tl 21. 24 . 6 ". 15, 011 o: •. 23. PROVIDE TWO, 4-INCH- SCHEDULE 40 PVC SLEEVES FOR LAWN IRRIGATION SYSTEM UNDER WALKS. AND DRIVES. CAP ENDS AND MARK ON AS -BUILT DWGS TYP. 5 24. CLEARANCE BAR, SEE DTL 2/D1.0. N � 25. OUTLINE OF MOTOR BANK CANOPY. (o ' y 26. JOB SITE SIGN, SEE DTL 3/D1.0. 27. RAISED CONCRETE DUMPSTER PAD AND FENCE. PAD TO BE FLUSH W/ TOP OF SIDEWALK. ' SEE DTL 5 & C SHTS. N ' I 28. T.O. WALK IS FLUSH WITH T.O. SLAB AT DOOR. } ' 29. RELOCATE EXISTING SIGNAGE BY SIGN COMPANY, SEE ELEC. DWGS FOR POWER RQMNTS. i0 8 TYP ° ' 30. NEW RAISED GROUND MTD LIGHTING, SEE DTL 9A. G.I. 30A. NEW FLUSH GROUND MTD LIGHTING, SEE DTL 9C. e 31. NEW LIGHT STANDARDS TO BE 2' -0" FROM BACK_ OF CURB, SEE MEP -O � �� DWGS. 4 e t • h 32. EXISTING POWER POLE TO REMAIN TYP. ALL REPORTS PLANS SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT. CUTRIGHT & ALIEN. y 33. SEE 'C' SHTS FOR EROSION CONTROL CRITERIA THAT SHALL BE INC., SHALL RETAIN ALL COMMON LAW, STATUTORY, TIO ' N' ' PROTECTED DURING ENTIRE CONSTRUCTION PHASE AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. NO PART OF THIS DOCUMENT -2 MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM S ' a' ! PR C PAD OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, 34. NEW TRANSFORMER, PROVIDED &INSTALLED BY CITY, ON CON ' PROVIDED BY GC PER CITY SPEC'S AND DESIGN, SEE MEP DWGS FOR ANY PURPOSE, WITHOUT WRITTEN PERMISSION Q7 OF OUTRIGHT &ALLEN INC. ©2003 CMIGHT & ALLEN, INC. ALL RIGHTS RESERVED. 42 35. MECH. EQUIP., SEE 'MEP' SHTS. ' ' 39 36. TAPER CURB DOWN TO PAVING. PROJECT TEAM 26 50'_p•• 37. EXIST WATER METER, SEE 'C' SHTS. BRAD OUTRIGHT DEAN ALLEN 38. ARCHITECTURAL COLUMN, SEE PLAN. TED ENGEL KENNETH MIKSCH 39. EXISTING YARD DRAIN (Y.D.) INLET. SEE 'C' SHTS. JOANNA PRIHODA KAAREN MAGLIOLO 40. EXISTING FIRE HYDRANT, SEE SURVEY. J._ .�:: • .:.....t..:. .:, : '. �'- .•: � . PROJECT NUMBER 41. FLAG POLE, SEE SPECS. 02.414 42. 15 -FOOT LANDSCAPE BUFFER ZONE. IXisT cu .. DRAWING TITLE 43. GROOVED WARNING STRIP, SEE 4F /r -1.0. IVqY THROAT 44. NOT USED. NEW SITE P LA N 45. EX ISTING LANDSCAPE OR PLANTING TO REMAIN. & DETAILS 46. ALL WORK THAT IS WITHIN THE 30' SHARED ACCESS EASEMENT SHALL BE AN ADD ALTERNATE. SHEET NUMBER 47. PAINTED GRAPHICS ON PAVEMENT, SEE DTL 4. e 48. ALIGN BACK OF EXIST CURB WITH BACK OF NEW CURB. NEW SITE PLAN 49. NEW 20' WIDE UTILITY EASEMENT, SEE CIVIL & MEP DWGS. PRICING DATE 03/04/03 CONST. DATE - 1 " =20' 50. NEW PULL BOX, PROVIDED BY CITY AND INSTALLED BY GC PER CITY PRINT DATE 03/x/03 SPEC & DESIG S N- FF mvp gwTc -- O JOINT PLAN KEYNOTES 1. NEW CONC PAVING IS 5 1/2" THK U.N.O. W/ #3 0 16" O.C.E.W., SEE DTL 4/D1.0. REFER TO SOILS REPORT FOR BASE REQUIREMENTS. 2. BOLD CURB INDICATES DESIGNATED FIRE LANE, PAINT CURB RED AS SPEC'D, W/ 4 -INCH HIGH WHITE LETTERING STATING "FIRE LANE -NO PARKING -TOW AWAY ZONE ". WORDING SPACED NO MORE THAN 15' APART. 3. CONC PAVING EXP JT, CONT JT THRU CURB AND /OR SIDEWALK, SEE 4. CONC PAVING SAWN JT WITHIN 24 -36 HRS OF CONC PLACEMENT, SEE DTL 4/D -1.0. 5. STRUCT SLAB AT MOTOR BANK, SEE 'S' SHTS. 6. PLACE EXP JT ON PROPERTY LINE. 7. DESIGNATED FIRE LANE SIGN PROVIDED & INSTALLED BY GC, SEE SPEC'S. _ • CUTRIGHT • .::.... .... .. EX :. Q V) Q PAVING JOINT: LAYOUT & : N W FIRE LANE DESIGNATION ° ED � 40' - SITE PLAN KEYNOTES o <( W 1. ACCESSIBLE ROUTE. - 2. ACCESSIBLE - PARKING SPACES & UNLOADING ZONE, SEE DTL 3. r • PP, PP V ' O 3. CURB RAMP: SLOPE SIDEWALK DOWN TO PAVING - SLOPE WALK AND ( 1 SCORE CONC. PER- NOTES AT DTL 3. l.J 4. 4 -INCH WIDE STROKE-WHITE PARKING STRIPES, _ LENGTH P)(IST/Nt THR�g T 5.. NEW CONCRETE PAVING, -SEE 2 THKNESS & REINF., SEE DTL 4 /D1.0. REFER TO SOILS REPORT FOR BASE REQUIREMENTS. ExLST OPENING . ----REVISIONS 40 6. NEW CONC. CURB, SEE - DTL_ 4/D1.0. AT PROPERTY LINES, PLACE BACK ASPH 3 OF CURB AT P.L. U.N.O: . U.N.O., DIMENSIONS ARE GIVEN TO /FROM BACK OF CONC CURB. 8. FH DWGS NC GRATE INLET . (G.L) FOR STORM WATER DRAINAGE, SEE CIVIL 29 9., PLACE BACK OF CURB AT SHARED A .. CCESS EASEMENT LINE. - ' J h 10. CURB CUT AT EXISTING STREET FOR NEW DRIVEWAY, SEE CIVIL DWGS. • 11. NEW CONCRETE ISLANDS,. TYP. AT DRIVE -UP. 17 SEE. DTL 8 AND A -2.0: _ 12. HIGH POINT - IN PAVEMENT, TYP. 6 TYP '.'. 13. _ NEW CONC - CURB AND GUTTER, SEE DTL 4 /D -1.0 & CIVIL - DWGS.. _ 42 14. OUTLINE OF EXIST BUILDING, SEE D -1.0 FOR ASSOCIATED WORK. I 15. EXISTING. 30 -FOOT WIDE SHARED ACCESS EASEMENT. „ J 16. EXISTING 30 =FOOT PRIVATE DRIVE EASEMENT. ` 31 ' ' 45 17. EXISTING 30 -FOOT UTILITY. EASEMENT. TYP 18. FORMER AREA OF GRAVEL PARKING TO BE RETURNED. TO NATURAL: 23 STATE PER LANDSCAPE DWGS. SEE D - 1.0 . FOR REMOVAL .OF EXIST i GRAVEL e 19. NO SITE WORK REQUIRED IN THIS AREA- EXCEPT, AS MAY BE REQUIRED .� 23 AT BACK OF CURBS OR FOR DRAINAGE. SEE 1': AND 'C' SHTS. 3. co Qj ;; B ALIG.N� ` 20. DOWNSPOUTS TO U.G. = LEADERS, SEE 'C' SHTS FOR CONTINUATION. :':•: 22 3 21. EXISTING CONCRETE TO BE POWER WASHED AFTER COMP uj o" LETION OF NEW PAVING, SEE 'C' SHTS FOR GRADES. CC IL 0 22 NEW CONC SIDEWALK .WITH STIFF _BROOM FIN, SEE DTL 5/D1.0. LL tl 21. 24 . 6 ". 15, 011 o: •. 23. PROVIDE TWO, 4-INCH- SCHEDULE 40 PVC SLEEVES FOR LAWN IRRIGATION SYSTEM UNDER WALKS. AND DRIVES. CAP ENDS AND MARK ON AS -BUILT DWGS TYP. 5 24. CLEARANCE BAR, SEE DTL 2/D1.0. N � 25. OUTLINE OF MOTOR BANK CANOPY. (o ' y 26. JOB SITE SIGN, SEE DTL 3/D1.0. 27. RAISED CONCRETE DUMPSTER PAD AND FENCE. PAD TO BE FLUSH W/ TOP OF SIDEWALK. ' SEE DTL 5 & C SHTS. N ' I 28. T.O. WALK IS FLUSH WITH T.O. SLAB AT DOOR. } ' 29. RELOCATE EXISTING SIGNAGE BY SIGN COMPANY, SEE ELEC. DWGS FOR POWER RQMNTS. i0 8 TYP ° ' 30. NEW RAISED GROUND MTD LIGHTING, SEE DTL 9A. G.I. 30A. NEW FLUSH GROUND MTD LIGHTING, SEE DTL 9C. e 31. NEW LIGHT STANDARDS TO BE 2' -0" FROM BACK_ OF CURB, SEE MEP -O � �� DWGS. 4 e t • h 32. EXISTING POWER POLE TO REMAIN TYP. ALL REPORTS PLANS SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE ARCHITECT. CUTRIGHT & ALIEN. y 33. SEE 'C' SHTS FOR EROSION CONTROL CRITERIA THAT SHALL BE INC., SHALL RETAIN ALL COMMON LAW, STATUTORY, TIO ' N' ' PROTECTED DURING ENTIRE CONSTRUCTION PHASE AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. NO PART OF THIS DOCUMENT -2 MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM S ' a' ! PR C PAD OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, 34. NEW TRANSFORMER, PROVIDED &INSTALLED BY CITY, ON CON ' PROVIDED BY GC PER CITY SPEC'S AND DESIGN, SEE MEP DWGS FOR ANY PURPOSE, WITHOUT WRITTEN PERMISSION Q7 OF OUTRIGHT &ALLEN INC. ©2003 CMIGHT & ALLEN, INC. ALL RIGHTS RESERVED. 42 35. MECH. EQUIP., SEE 'MEP' SHTS. ' ' 39 36. TAPER CURB DOWN TO PAVING. PROJECT TEAM 26 50'_p•• 37. EXIST WATER METER, SEE 'C' SHTS. BRAD OUTRIGHT DEAN ALLEN 38. ARCHITECTURAL COLUMN, SEE PLAN. TED ENGEL KENNETH MIKSCH 39. EXISTING YARD DRAIN (Y.D.) INLET. SEE 'C' SHTS. JOANNA PRIHODA KAAREN MAGLIOLO 40. EXISTING FIRE HYDRANT, SEE SURVEY. J._ .�:: • .:.....t..:. .:, : '. �'- .•: � . PROJECT NUMBER 41. FLAG POLE, SEE SPECS. 02.414 42. 15 -FOOT LANDSCAPE BUFFER ZONE. IXisT cu .. DRAWING TITLE 43. GROOVED WARNING STRIP, SEE 4F /r -1.0. IVqY THROAT 44. NOT USED. NEW SITE P LA N 45. EX ISTING LANDSCAPE OR PLANTING TO REMAIN. & DETAILS 46. ALL WORK THAT IS WITHIN THE 30' SHARED ACCESS EASEMENT SHALL BE AN ADD ALTERNATE. SHEET NUMBER 47. PAINTED GRAPHICS ON PAVEMENT, SEE DTL 4. e 48. ALIGN BACK OF EXIST CURB WITH BACK OF NEW CURB. NEW SITE PLAN 49. NEW 20' WIDE UTILITY EASEMENT, SEE CIVIL & MEP DWGS. PRICING DATE 03/04/03 CONST. DATE - 1 " =20' 50. NEW PULL BOX, PROVIDED BY CITY AND INSTALLED BY GC PER CITY PRINT DATE 03/x/03 SPEC & DESIG S N- FF mvp gwTc -- O JOINT PLAN KEYNOTES 1. NEW CONC PAVING IS 5 1/2" THK U.N.O. W/ #3 0 16" O.C.E.W., SEE DTL 4/D1.0. REFER TO SOILS REPORT FOR BASE REQUIREMENTS. 2. BOLD CURB INDICATES DESIGNATED FIRE LANE, PAINT CURB RED AS SPEC'D, W/ 4 -INCH HIGH WHITE LETTERING STATING "FIRE LANE -NO PARKING -TOW AWAY ZONE ". WORDING SPACED NO MORE THAN 15' APART. 3. CONC PAVING EXP JT, CONT JT THRU CURB AND /OR SIDEWALK, SEE 4. CONC PAVING SAWN JT WITHIN 24 -36 HRS OF CONC PLACEMENT, SEE DTL 4/D -1.0. 5. STRUCT SLAB AT MOTOR BANK, SEE 'S' SHTS. 6. PLACE EXP JT ON PROPERTY LINE. 7. DESIGNATED FIRE LANE SIGN PROVIDED & INSTALLED BY GC, SEE SPEC'S. _ • CUTRIGHT