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HomeMy WebLinkAboutDelaware Trace 980604C 0 0 W M L K J H 1 1 2 1 3 1 4 REMOVE BURLAP FROM TOP 1/3 OF R001BALL 3' SAUCER FILLED WITH SHRI BARK MULCH EXTENDED 6" F BACKFILL WITH A MIXTURE Of 50% TOPSOIL, 25% ORGANIC COMPOST AND 25% PEAT MO rl 2'� SHRUB �JETAIL 10 SCALE: NOT TO SCALE NO CROSS SECTION SHOWN FOR 5'-8" WALL, REFER TO DETAIL 4 W FOR 3'-8" WALL SECTION WEED BARRIER FINISH GRADE _XISTING SUBSOIL OR ,OMPACTED BACKFILL 5 6 I 7 8 2 PLY HOSE TO SHEATH ''IRE GALVANIZED TWISTED WIRE WOODEN STAKES - LENGTH VARIES (TYP. OF 3) 3' SHREDDED HARDWOOD BARK MULCH EXTENDED 6' BEYOND PIT - DO NOT COVER TREE TRUNK 3' SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES - REMOVE BURLAP FROM TOP 1/3 OF y' ROOTBALL OR WIRE BASKET(IF APPLICABLE) r EXCAVATE HOLE LARGER THAN i 1 - ROOTBALL - ANGLE SIDES OF HOLE u BACKFILL WITH A MIXTURE OF 50% TOPSOIL & 50% ORIGINAL SOIL SECTION EXISTING SUBSOIL OR COMPACTED BACKFILL EAvERGREEN 'FREE DETAIL 10 —" SC.kLE: NOT TO SCALE BRICK CAP ---, 12" DIA. U!,,IESTONE BALL TO MATCH S7_CT10N 1 DETAIL LIMESTONE CAP TO MATCH SECTION 1 DETAIL 9 D 10 10 SCALE 11 1 12 , 13 14 I 15 16 , 17 I X1'8 o� 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE METAL STAKES - LENGTH VARIES (TYP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6' BEYOND PIT DO NOT COVER TREE TRUNK 3" SOIL SAUCER nmsH GRADE WIN REMOVE ANY TE OR SYNTHETIC TAPES REMOVE efiRLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE LARGER THAN ROOTBAL - ANGLE SIDES OF HOLE BACKFILL 'MTH A MIXTURE OF 502 TOPSOIL & 50% ORIGINAL SOIL EXISTING SUBSOIL OR COMPACTED BACKFILL 6" AO 111 - VARIES 0 0 Q LJ 00 TYPICAL SPACING 2" SHREDDED BARK MULCH WEED BARRIER - -- FINISH GRADE BACKFILL WITH A MIXTLRE OF 3" ORGANIC COMPOST, 1" SAND, s AND ORGANIC SLOW RELEASE EXISTING SUBSOIL OR FERTILIZER ; E - COMPACTED BACKFILL _b E I 1 (0ENERAL NOTES 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATION' FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. LkYOUT N= 1. DIMENSIONS FOR HARDSCAPE ELEMENTS ARE BASED FROM TI - BACK OF CURB. 2. SEE CIVIL PLANS FOR PAVEMENT LAYOUT AND DETAILS. 3. SEE ELECTRICAL PLANS FOR LIGHTING AND WIRING LAYOUT A DETAILS. 4. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS 5. CONTACT PROJECT LANDSCAPE ARCHITECT WITH ANY FILED DISCREPANCIES. PIAMMIG NOME 1. THE CONTRACTOR SHALL SUPPLY PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 2. ALL MATERIAL SHALL CONFOR`d TO THE GUIDELINES ESTABLISHED I THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 4. ALL PLANTS SHALL EEAR `:'F SAME RELATIONSHIP TO FINISHED GRADE AFTER INSTALLED THE`,' DID PRIOR TO BEING DUG. 5. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GRO AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING. 6. WITH CONTAINER GRCWN STOCK, THE CONTAINER SHALL BE REMOV AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 7. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY OWNER'S REPRESENTA 8. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM TIME OF PROVISIONAL ACCEPT ,,NCE. 9. IF THERE IS A DISCREPANCY BETWEEN THE PLANT QIANTITY SHOW ON THE PLANT LIST AND THE QUANTITY SHOWN ON THE PANS, THE E C I D U O U S TREE DETAIL TREE STAKING DETAIL G R O U N D C O V E R DETAIL QUANTITY SHOWN ON THE PLANS WILL TAKE PRECEDENCE. 10. SOD SHALL BE LAID OUT PARALLEL TO THE CONTOURS AND HAVE 8 STAGGERED JOINTS. ON STEEP SLOPES GREATER THAN 3:1 OR DRAINAGE SWALES, THE SOD SHALL BE STAKED WITH STAPLES AT : NOT TO SCALE SCALE: NOT TO SCALE O SCA T TO SCALE THE CORNERS TO BE SECURED TO THE GROUND. 11. SOD SHALL BE LAID OVER A MINIMUM OF 2 TOPSOIL. TOPSOIL SHALL NOT BE SPREAD OUT UNTIL FINAL GRADING HAS BEEN APPROVED BY THE PROJECT ENGINEER. TOPSOIL SHALL ALSO BE APPROVED BEFORE SOD IS LAID. 12. CRABAPPLE TREES SHALL NOT HAVE HAVE ANY BRANCHES BELOW BEVELED EDGE 36" ABOVE THE ROOTBALL, AND SHALL HAVE NO "V" CROTCHES. .,n nnnf1n rrnTtn►, fN,nuA, - I ''; ...... �. ..e` "� 6a 13. FOR SEEDING SPECIFICATIONS, SEE PROJECT SPECIFICATIONS. Ivv Ullvaa GULUMN 4 j LIMESTONE CAP V } o w s; FOR 4' COLUMN, REFER TO DETAIL 3 I BEYOND 1 1 ,� AND 12' BALL _ 2 -2 49-0" FOR 6' COLUMN SECTION -- --1 VA\ ItF' BRICK 1_,J o b0BRICK CAP ? RUNNING BOND z Q � f z a- 4 15� " c� x �. 1 16 CONCRETE BLOCK I 10 s3 3 BRICK ROWLOCK CAP ; OF 0 C14FILL CORES s� SLOPE TO DRAIN BLOCKS WITH CONCRETE o I N m N G Q 3 BRASS LETTERS o - 8'ICO*!CRETE BLOCK l LIMESTONEI 0 TO MATCH SECTION 1 SIGN j µ FIL. CORES OF - � BLrJC,KS WITH CONCRETE20 I I I SIGN m 1 I I W � W REBARS, 12' O.C. #5 I #3 REBARS, 12 O.C. 16" CONCRETE BLOCK 6" CONC. BLOCK z SIGN ELEVATION 2' 8" 88., 24 SEGMENT, SEE LAYOUTSI o I I o 10 SCALE: 1/2" = 1'-0" NOTE: CONCRETE FOc;?ER <I '� CONCRETE FOOTER (` d o ' I° z COLOR AND FINISH OF BRICK , FINISH AND STYLE OF BRICK CAP ° ARE TO BE APPROVED BY THE OWNER AND TO MATCH THE 2 - #5 REBARS, =_IY � S 2 - #5 REB ARS , � Fa AT ENTRANCE TO SECTION ONE. CONTINUOUS CONTINUOUS _ _ NO CROSS SECTION SHOWN - _ - CnMpnrrEn n_,p � � ,��� H�., I �� OR REFER r ��—z REFER IO DC��+1L 7 \ -_ � _ _ FOR 4 COLUMN,�...._-_.._n.:. _ i�rvvl�I�Rac0 SIISGI�.AuE ';�. ,,.�, ..� :Ivu,�IUFtocu SUBG DE E " FOR 6 WALL E COLUMN SECTION �°�VA T I O N �W 3 5 NOTE: 5'-8" WALL TO BE CONSTRUCTED - ,. NOTE: 4' BRICK COLUMN TO BE CONSTRUCTED 0 SCALE: 1/2" = l' -o" SAME AS 3'-8" WALL ' f SAME AS 6' COLUMN. N W o ' mr; G 2' (T�?. �4 8' SEGMENT I I NOTE: COLOR AND FINISH OF BRICK , FINISH AND STYLE OF BRICK CAP ARE TO BE APPROVED BY THE OWNER AND TO MATCH THE BRICK AT ENTRANCE TO SECTION ONE. F ISLAND WALL ELEVATION 6 _ 10 Revisions PLANT SCHEDULE WALL SECTION COLUMN SECTION 4 3 1 SCALE: 1/2" = l'-0" SCALE: 1/2" = 1'-0" KEY BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS CP Cratoegus Hawthorn 8 2 1/2" B & B Confirm species CD Cotoneoster Cotoneaster 24 18" cont. Confirm species FP Froxinus pennsylvonico Green Ash 4 2 1/2" B & B Confirm species JP Juniperus Juniper 30 18" B & B Confirm species M Malus Crabapple 6 2" B & B Confirm species MP Myrica pennsylvanico Northern Bayberry – 4 36" B & B Confirm species OG Ornamental Grass 8 24" cont. Confirm species PA Picea abies Norway Spruce 4 10' B & B Confirm species PP Picea pungens Colorado Green Spruce 6 _ 8' B & B Confirm species SJ Spiroea Japonica Spireo - 34 18" B & B Confirm species TM Taxus X Media 'Densiformis' Dense yew 82 24" B & B Confirm species ann JANNUALS 114" PEAT POT 6" O.C. SCALE: 1/2 = 1 —0 BOLLARDS— E --- (MATCH STYLE IN— _._--_—---------_�z SECTION ONE–BOTH SIDES) 200' — ----------- _ �, o WALL — — — — C7 n 101 7 ' i ° ° D OA © SIGN a I o a: F 11 o QSWALL CURVES UP FROM COLUMN NI IGNI 'LIGHT �IoI F` i � ;MOUND AREA BEHIND A TO COLUMN B – SEE DETAIL ° `1i 11 MATCH STYIN I WALLS –SEE 1 /1_101 C 3/1_1 01. I I IN SECTIONNE) I 6 FOR EXTENTS j I r of j Al i 0 , i COLUMN KEY A-4' HEIGHT BRICK COLUMN + CAP B-6' HEIGHT BRICK COLUMN + CAP ALIGN CENTER COLUMNS ,, I WITH COLUMNS OMR. EITHER '; a CIO SID OF ENTRANCE ° 8,0 I \ OM 0 C NOTE: BUILD WALL AT EQUAL 3,-8„ WALL , \ I WALL LAYOUT AND STYLE IS THE SAME e i. DISTANCE FROM CURB IFOR BO`Tti' SIDES OF ENTRY. \ \ W ;BOTH SIDES. IF CLARIFICATION IS REQUIRED REFER— TO SECTION ONE ENTRANCE. A ENTRANCE WALL LAYOUT PLAN C0 10 - SCALE: 1" = 20' CU 0 0 1 2 3 4 5 6 7 8 9 HOLEY HOLEY SAYS DON'T D10 BLIND " NOTE: REFER TO SECTION ONE ENTRANCE WALLS AND PLANTING PLAN TO CONFIRM MATERIALS AND DETAILS. 1-800-382-5::44 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA I PER INDIANA STATE LAW IS -69-1991. ITIS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK —__ — an �57 _ anArl 24 I r, CD ,. 41 ° tJ- a n ter , 8 15 , PA , JP 14 Is 3 an 'I 14 i CP 15 an ' P �i 3` i� I pp 1 I 14 � j �I I i P A I 4 ; 6 4i MP nI Q r- M °',,.� SJ 17 1 EXTENT OF ?.0UND iI t. S J I 11h4 1 I€ REFER TO SECTION ONE. ENTRANCE PLANTING PLAN 1 ® SCALE: 1" = 20' 10 11 12 13 14 15 16 17 18 I P 0 N �ELY 1 K 1 J H 6 �r E CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIt1 ARE iriE EXE &"..r ;N ELt _Cit AL PKOFERTY OF SG NE i�ER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER ENGINEERING CORPORATION. ©1997, Schneider Engineering Corporation D r Sdmeida Timig Corporation —1" - 3020 North Post Road Engineering C Indianapo!ig, Indiana Surveying 46226-0068 Landscape Architecture 317-898-8282 GIS a LIS 317-899-8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibsoq & Associates, Incorporated DELAWARE TRACE — SECTION 2 B CAIMI, INDIANA ENTRANCE LANDSCAPE PLAN Date Project No. Drawn Approv. 06/23/97 1036.002 DAR Computer Files Sheet No. A J: \1036\002\1D1hGS\1_102 132 2