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HomeMy WebLinkAboutDrawingsTREE LEGEND LANDSCAPING POINT CALCULATIONS R SYMBOL SIZE NAME j QUANTITY POINT TOTAL z I' W VALUE POINTS CANOPY 2.1 TO 3.4" QUERCUS VIRGINIANA-; 29 150 4,350 • CALIPER LIVE OAK z0 NON -CANOPY 1.25" AND ILEX DECIDUA 12 40 480 LARGER POSSUMHAW HOLLY U NON -CANOPY 1.25" AND LAGERSTROEMIA INDICA - 15 40 600 LARGER CRAPE MYRTLE(D z W >_ 0- 1.25" AND ILEX VOMITORIA z ¢o NON -CANOPY LARGER YAUPON HOLLY 5 40 200 � Z (STANDARD) W 1.25" AND MYRICA CERIFERA - NON -CANOPY LARGER WAX MYRTLE TREE 9 40 360 fhe use of these plans and ons shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of Clark & Green Associates is Title to the plans and specifications remain in JLU / oU) X 3VU r 10. = 7,ezu h'I J. KthIJ I r-_mr_ LHIVUOUPUh t HKU1-11 I tU I : 'IU"/o Ut- TOTAL (5 7) = 1 -- 320' / 25) = 13 CANOPY TREES F.DEVELOPME L POINTS PROPOSED: 22,104 PTS IOINTS PER PROJECT AREA TREES 5,990 PTS SHRUBS14,940 PTS 31,769 SF OF SITE AREA ('3.025 ACRES) POINT CREDITS 1,174 PTS 31,769 SF / 1,000 = 131.77 31.77 x 30 = 3,953 PTS UM REQUIRED POINTS FOR THIS T IS 21,000 LANDSCAPE POINTS DOTAL POINTS REQUIRED: 5,873 PTS* QUIRE BY THE PDD CONCEPT PLAN SODDED TURF LEGEND 4 NOTES SYM50 (' ' O O 1'. ANTHOXANTHUM ODORATUM - CYNODON TIFF 419 - O O O 1' BUFFALO CxRASS W W W W TIFWAY 419 BERMUDA W W J V W W W W W W SOIL AMENDMENTS FOR SODDED AREA TO BE LANDSCAPED, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEA4 OF A ROTOTILLER OR EQUAL TO A DEPTH NO LESS THAN 8 INCHES, AMOUNT PER 1,000 SQUARE FEET FOR BIDDING PURPOSES 3 CU, YDS, NITROGEN 5TABLIZED ORGANIC AMENDMENT DERIVED FROM ORGANIC HUMUS WITH A MINIMUM 70% FULLY CO PHOSTED FIR OR REDWOOD SHAVINGS CONTENT, GENERAL PURPOSE MULCH AVAILABLE FROM AGUINAGA FERTILIZER COMPANI' PHONE- (714) 786-9558, OR APPROVED EQUAL. 15 LBS, SOIL SULFUR 15 L56.12-12-12 FERTILIZER' 100 LBS, AGRICULTURAL GYPSUM r CONTRACTOR SHALL OBTAIN AGRONOMIC TESTING OF SOIL AFTER ROUGH GRADING IS COMPLETE AND MODIFY AMENDMENT SCHEDULE ACCORDINGLY. TURF AREA FINISH GRADING AFTER SOIL PREPARATION AND ESTABLISHMENT OF FINAL ADES CAREFULLY SMOOTH ALL SURFACES TO BE PLANTED, ROLL AND RAKE ALL AREAS O EXPOSE SOIL DEPRESSIONS OR SURFACE IRREGULARITIES. REGRADE AS REQUIRED BY OW ER'S REPRESENTATIVE. SOIL SHALL BE LOOSE, FRIABLE AND MOIST PRIOR TO LAYING OF TURF MPACTION SPALLTP515i TO S,: RELATIVE DENSITY. SODDED TURF INSTALLATION PROCEDUREtk L LAY FIRST STRIP OF SOD SLA55 ALONG A STRAIGHT LI . BUTT JOINTS TIGHTLY: DO NOT OVERLAP EDGES, ON SECOND STRI , STAGGER JOINTS JUS ��� �0�' AS IN LAYING MASONRY. USE A SHARP KNIFE TO CUT OD TO FIT CURVE , EDGES, SPRINKLER HEADS, ETC, LAY SOD IN ONE DIRECTION ONLY. COMPLIANCE 2, DO NOT LAY ENTIRE LAWN BEFORE WATERING, WHEN A' CONVENIENTLY LARGE AREA HAS BEEN SODDED, WATER LIGHTLY TO PREVENT DRYING. APR 01 2014 CONTINUE TO LAY SOD AND WATER REPEATEDLY UNTIL! INSTALLATION IS COMPLETE, (,,(lI 0 If�I ISN 3, AFTER LAYING SOD, ROLL LIGHTLY TO ELIMINATE IRREGULARITIES AND TO DEVELOP NHONK FORM GOOD CONTACT BETWEEN SOD AND SOIL, AVOID HEAVY ROLLER OR EXCESSIVE INITIAL WATERING WHICH MAY CAUSE ROLLER MARKS, PLAT F1 s 4, WATER THOROUGHLY THE COMPLETED LAWN SURFACE. !SOIL SHOULD BE MOISTENED AT LEAST S INCHES DEEP. REPEAT WATERING AT REGULAR INTERVALS TO KEEP SOD MOIST AT ALL TIMES UNTIL ROOTED. AFTER SOD IS ESTABLISHED, DECREASE FREQUENCY AND INCREASE AMOUNT OF WATER PER APPLICATION AS NECESSARY. 5, ALL UNSUCCESSFULLY ESTABLISHED SOD SHALL BE REMOVED AND NEW SOD LAID TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. ®� 0 10' 20' 40' without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. Vii, Q—�k MICHAEL1' A. GREEN 02138 1 J ,. IU) ED n ai t z W tz2 z0 �LL U 0W z W >_ 0- z ¢o O W LZ � Z W U)U ai W W A 2-0 .i CHECKED 02/4�p/l 3 JOB NO. 13j,630 SHEET 13.50 3,aI W OF 3 ( SHEETS t z W W A 2-0 .i CHECKED 02/4�p/l 3 JOB NO. 13j,630 SHEET 13.50 3,aI W OF 3 ( SHEETS "he use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of prohibited SHRUB LEGEND QUANT .. _ .. .......... i i a ....... " SHRUBS TO BE SPOTTED BY THE LANDSCAPE I{ �� LANDSCAPING POINT CALCULATIONS SIZE I GA "he use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of prohibited SHRUB LEGEND QUANT %- ABBREVIATION SHRUBS TO BE SPOTTED BY THE LANDSCAPE 25 BUS JAP LANDSCAPING POINT CALCULATIONS SIZE I GA SYMBOL SIZE SPACING NAME 4" POTS QUANTITY POINT TOTAL ROSMARINUS OFFICINALIS PROSTRATUS' - PROSTRATE ROSEMARY 20/ 8 GAL- VALUE POINTS 4" POTS 8" O.C. ANNUAL COLOR FL 15 TS 0 0 #1 / 1 GAL. PER PLAN BUXUS X 'GREEN GEM' 467 1 467 GREEN GEM BOXWOOD #15/ CUPRESSUS SEMPERVIRENS 8 10 80 15 GAL. PER PLAN 'TINY TOWERS' - DWARF ITALIAN CYPRESS #5 / 5 GAL. PER PLAN ELAEAGNUS PUNGENS - 118 10 1,180 SILVER THORN #5 / 5 GAL. PER PLAN ILEX CORNUTA 'BURFORDII NANA' - I' 770 10 7,700 DWARF BURFORD HOLLY LEUCOPHYLLUM FRUTESC ENS 121 10 1,210 #5 / 5 GAL. PER PLAN 'GREENCLOUD' - TEXAS SAGE #5 / 5 GAL. PER PLAN LIGUSTRUM JAPONICUM - 211 10 2,110 WAXLEAF LIGUSTRUM Q #5 / 5 GAL. PER PLAN ROSE 'RADRAZZ' - I, 92 10 920 KNOCKOUT ROSE ROSMARINUS OFFICINALI O #1 /1 GAL. PER PLAN 'PROSTRATUS' - 813 1 813 PROSTRATE ROSEMARY TRACHELOSPERMUM #1 / 1 GAL. 1'-6" O.C. JASMINOIDES - I 2,695 0 0 RHAPHIOLEPIS INDICA'PINK #5 / 5 GAL. PER PLAN DANCER'- j' 46 10 460 INDIAN HAWTHORN PINK DANCER STREETSCAPE (320'/ 50) x 300 PTS. = 1,920 PTS. (320' / 25) = 13 CANOPY TREES POINTS PER PROJECT AREA - 131,769 SF OF SITE AREA (3.025 ACRES) 131,769 SF / 1,000 = 131.77 131.77 x 30 = 3,953 PTS TOTAL POINTS REQUIRED: 5,873 PTS* POINT CREDITS: IRRIGAT ON SYSTEM: 10% OF TOTAL (587) REGISTE RED LANDSCAPE ARCHITECT: 10% OF TOTAL (587) 1,174 PTS TOTAL IiIOINTS PROPOSED: 22,104 PTS T EES 5,990 PTS SHRUBS 14,940 PTS PC ;INT CREDITS 1,174 PTS I *MINIMUREQUIRED POINTS FOR THIS DEVELO 3MENT IS 21,000 LANDSCAPE POINTS AS REQUIRED BY THE PDD CONCEPT PLAN SODDED TURF LEGEND (REFER TO SHEET L-1.0) I W W W y CYNODON 'TIFF 41S'- ANTHOXANTHUM ODORATUM - TIFWAY 419 BERMUDA 5UFF14L0 GRASS W W W W O O W W W W W W W O O GENERAL NOTES 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COOR INATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED�APPEARANCE. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SINALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394 5. ALL LANDSCAPE PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM FILLEfR LIST CONTRACTOR SHALL ALLOW FOR THE FOLLOWING SHRUBS TO BE SPOTTED BY THE LANDSCAPE ARCHITECT ON SITE, ANY UNUSED PORTION OF THE FILLER LIST SHALL BE CREDITED TO THE OWNER. QTY SIZE SPECIES 3 FLATS 4" POTS ANNUAL COLOR 20 #I / 1 GAL ROSMARINUS OFFICINALIS PROSTRATUS' - PROSTRATE ROSEMARY 20/ 8 GAL- ILDc GORNUTA 'BURFORDII NANO' - DWAfRF P3URFORD HOLLY SHOVEL CUT NOTE CONTRACTOR TO SHOVEL CUT TURF EDGE AROUNC SHRUBS/GROUNDCOVER IN OPEN TURF AREA, TYP. the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. 1, MULCH r OF BARK TO OWNER 2, APPLY TURF ARE EDGE OF 1 SHRUB AREAS WITH A 2" LAYER MIN. �H SIZED (O"-2'7, PROVIDE SAMPLE Z APPROVAL. APR 01 201 GO Ilwtuk,57= j' DEVLONT 8ERVI, PkA� FO � i i 0 10' 20' 40' F MICHAELIiA. GREEN 02�� 138 y U O 1(0� JU) �2 JU)M Co z Q Z U W W: FF-- � H F- OJ F -O H P: __JJa"QQ 06 U) Z ��' �� oaoWoCL g szs<z'mz 9 Q< Cr Q W sssZ!ss W cnUmv',cnU 5 LLJ J E W W s U) W CE KED G Df' TE 02/6/13 JOB NO. 13,030 RM OF 311 SHEETS M1 _ 3"-6" 6"-10" 1. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. ALL EMPTY BAGGED AMCNDMENTS, I. SLUDGE -BASED MATERIALS ARE NOT ACCEPTABLE. FERTILIZERS, SEEDS, ETC. USED ON PROJECT SHALL STAY ON SITE IN A NEAT, CLEAN AND ORDERLY MANNER UNTIL FINAL APPROVAL BY LANDSCAPE ARCHITECT. ALL MATERIALS OTHER THAN SOIL J. CARBON:NITROGEN RATION IS LESS THAN 25:1. ORGANIC AMENDMENTS SHALL BE DELIVERED IN UNOPENED BAGS. PACKING LISTS SHALL BE PROVIDED TO VERIFY FURNISHED QUANTITIES. ANY EXCESS MATERIALS REMOVED FROM THE JOB SITE K. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. SHALL BE IDENTIFIED PRIOR TO THEIR REMOVAL. L. THE MAXIMUM PARTICLE SIZE SHALL BE 0.5 INCH, 80% OR MORE SHALL PASS A NO. 4 SCREEN 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT FOR SOIL AMENDING. THE MAXIMUM PARTICLE SIZE SHALL BE 0.25 INCH FOR HYDROSEEDING. MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS MAXIMUM TOTAL PERMISSIBLE POLLUTANT CONCENTRATIONS IN AMENDMENT IN PARTS PER SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. MILLION ON A DRY WEIGHT BASIS: - ARSENIC 20 ZINC 300 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND - CADMIUM 15 VANADIUM 500 VINES, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE - CHROMIUM 300 SILVER 10 CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE - COBALT 50 SELENIUM 50 SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE - COPPER 150 NICKEL 100 CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. LEAD 200 MOLYBDENUM 20 - MERCURY 10 4, GROUNDCOVER PLANTING GROUNDCOVER PLANTING SHALL BE AS SHOWN ON PLAN UNLESS OTHER -WISE NOTED. SEE DETAIL A & B, THIS SHEET, FOR FLATTED GROUNDCOVER PLANTING. SECTION 02970 - LANDSCAPE ESTABLISHMENT AND MAINTENANCE g A. ALL AREAS CONSTRUCTED AND LANDSCAPED BY THE CONTRACTOR UNDER THIS CONTRACT SHALL BE ESTABLISHED 5. PLANT MATERIAL AND MAINTAINED FOR A DURATION OF NO LESS THAN ONE HUNDRED AND TWENTY (120) CALENDAR DAYS. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. B. START OF ESTABLISHMENT/MAINTENANCE CRITERIA 6. BOXED TREES 1. ESTABLISHMENT/MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL ALL ELEMENTS OF THE PROJECT ARE ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT OR OWNER'S COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS. UPON SATISFACTORY COMPLETION OF THE IMPROVEMENTS AND ACCEPTANCE BY OWNER, THE CONTRACTOR WILL START THE 120 -CALENDAR DAY ESTABLISHMENT/MAINTENANCE REPRESENTATIVE. PERIOD. 7. VINES 2. POWER, EITHER TEMPORARY OR PERMANENT, TO REMOTE CONTROLLERS SHALL BE ESTABLISHED PRIOR TO THE ALL VINE RUNNERS SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AND VINE RUNNERS BEGINNING OF THE ESTABLISHMENT/MAINTENANCE PERIOD. SHALL BE ESPALIERED TO THE ADJACENT WALL USING WIRE OR AS DIRECTED BY THE LANDSCAPE 3. WRITTEN APPROVAL BY THE OWNER MUST BE OBTAINED PRIOR TO THE BEGINNING OF THE ARCHITECT. ESTABLISHMENT/MAINTENANCE PERIOD. 8. LEACHING 4. IF THE PROJECT ESTABLISHMENT FAILS TO CONTINUOUSLY MEET STANDARDS REQUIRED FOR START OF • ALL SOILS WHERE THE SOIL SALINITY IS GREATER THAN 3 MILLIMHO/CM SHALL BE PRELEACHED ESTABLISHMENT THE ESTABLISHMENT/MAINTENANCE PERIOD SHALL BE SUSPENDED. THE PRIOR TO PLANTING. ESTABLISHMENT/MAINTENANCE PERIOD SHALL BEGIN WHEN THE CONTRACTOR HAS CORRECTED ALL DEFICIENCIES. &CALE: NT5 • AFTER TREE PLANTING PITS HAVE BEEN EXCAVATED, AND PRIOR TO THE INSTALLATION OF TREES, 5. ESTABLISHMENT/MAINTENANCE PERIOD WILL NOT BE ACCEPTED BY THE OWNER AS BEING COMPLETE UNLESS THE PLANTING PITS SHALL BE LEACHED BY FILLING PITS 1/2 FULL WITH GOOD QUALITY WATER AND GROWTH HAS ACHIEVED A MINIMUM OF 75% COVERAGE OF THE APPROPRIATE PROJECT AREAS. ALLOW TO DRAIN COMPLETELY PRIOR TO PLANTING. E. END OF ESTABLISHMENT/MAINTENANCE • AFTER THE IRRIGATION IS INSTALLED AND PRIOR TO THE PLANTING OF SHRUBS AND GROUNDCOVER, 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND ARRANGE A PRELIMINARY FINAL INSPECTION OF THE PLANTING AREA SHALL BE LEACHED SO THAT A MINIMUM OF 6" OF GOOD QUALITY WATER THE LANDSCAPE IMPROVEMENTS TO BE HELD APPROXIMATELY THIRTY (30) CALENDAR DAYS PRIOR TO COMPLETION PASSES THROUGH SOIL PROFILE BEYOND ROOT ZONE. PRIOR TO LEACHING, PLANT PITS SHALL BE OF THE ESTABLISHMENT/MAINTENANCE PERIOD. THIS MEETING SHALL INCLUDE THE CONTRACTOR, OWNER AND DUG LEAVING SPOILS IN THE PITS. LEACHING IRRIGATION SHALL BE PROGRAMMED TO AVOID LANDSCAPE ARCHITECT.. 1F APPLICABLE, THE OWNER WILL ARRANGE ATTENDANCE OF THE FUTURE MAINTENANCE EROSION/RUN-OFF. SUPERVISOR. THE PURPOSE OF THIS MEETING IS TO INSPECT THE IMPROVEMENTS IN ADVANCE OF OWNER'S FINAL ACCEPTANCE WHILE ALLOWING SUFFICIENT TIME FOR CONTRACTOR TO MAKE CORRECTIONS OF NOTED DEFICIENCIES. 9. SOIL AMENDMENTS FERTILIZERS & SOIL CONDITIONERS CONTRACTOR'S FAILURE TO SCHEDULE THE PRELIMINARY FINAL INSPECTION IN A TIMELY MANNER SHALL NOT THE SOIL AMENDMENTS MENDMENTS,SPECIFIED BELOW ARE FOR .BIDDING AND INSTALLATION.- THE OWNER SHALL ALLE'(aATE .CONTRACTOR OF THE RESPONSIBILITY TO MAINTAIN THE LANDSCAPE IMPROVEMENTS BEYOND THE -" PROVIDE AND PAY FOR THE SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND ESTABLISHMENT MAINTENANCE PERIOD AT ITS SOLE EXPENSE. - ADDITIONAL SPECIFICATIONS MAYBE PROVIDED BY THE LANDSCAPE ARCHITECT PRIG T' R TO INSTALLATION 2. DEFICIENCIES ENCIES NOTED DURING INSPECTION SHALL EXTEND THE ESTABLISHMENT MAINTENANCE PERIOD. PLANT MATERIALS. ANY MODIFICATION TO THE BELOW SPECIFICATION MUST BE IN WRITING FROM / THE OWNER OR LANDSCAPE ARCHITECT. 3. END OF THE ESTABLISHMENT MAINTENANCE PERIOD SHALL OCCUR ONLY UPON WRITTEN ACCEPTANCE BY 10. GENERAL PLANTING AREAS OWNER. GENERAL SOIL PREPARATION FOR TURF, GROUNDCOVER AND SHRUB AREAS. BROADCAST THE 4. THE DURATION FOR ESTABLISHMENT/MAINTENANCE OF THE IMPROVEMENTS AS STATED ABOVE (I.E., THE FOLLOWING MATERIALS UNIFORMLY. THE RATES ARE PER 1,000 SQUARE FEET. INCORPORATE THEM CALENDAR DAYS INDICATED ABOVE FOR ESTABLISHMENT/ MAINTENANCE) SHALL HEREINAFTER BE REFERRED TO AS HOMOGENEOUSLY 6 INCHES DEEP; THE "ESTABLISHMENT/ MAINTENANCE PERIOD", AND SHALL HAVE A DURATION OF 120 -CALENDAR DAYS. - 5 LBS. AMMONIUM SULFATE (21-0-0) - 8 LBS. POTASSIUM SULFATE (0-0-50) F. DURING THE ESTABLISHMENT/MAINTENANCE PERIOD THE CONTRACTOR SHALL PROVIDE ALL WATERING, WEEDING, - 4 LBS. TRIPLE SUPERPHOSPHATE (0-45-0) FERTILIZING, CULTIVATING, SPRAYING AND MOWING NECESSARY TO KEEP THE PLANTS AND TURF IN A HEALTHY, - 30 LBS. AGRICULTURAL GYPSUM WEED FREE, GROWING CONDITION AND TO KEEP THE PLANTED AREAS NEAT, EDGED AND ATTRACTIVE. ALL SHRUBS SHALL BE PINCHED -PRUNED AS NECESSARY TO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER - 3 CUBIC YARDS COMPOSTED ORGANIC AMENDMENT DERIVED FROM FIR (NO TO EXCEED 30% GROWTH. OLD WILTED FLOWERS AND DEAD FOLIAGE SHALL BE IMMEDIATELY PINCHED OR CUT OFF. ALL TREES HUMUS) (SEE DEFINITION BELOW), SUFFICIENT FOR 3% TO 5% SOIL ORGANIC MATTER ON A DRY SHALL BE PRUNED FOR STRUCTURAL FORM AND HEALTH. LIMBS SHALL BE REMOVED TO THE GROWTH COLLAR PER WEIGHT BASIS. GOOD ARBORICULTURAL PRACTICES. RESEEDING AS NECESSARY TO MEET THE CONDITIONS OF REQUIRED PLANT ESTABLISHMENT SHALL BE THE SOLE COST RESPONSIBILITY OF THE CONTRACTOR. 11. PLANTING BACKFILL FOR PREPARATION OF BACKFILL MIX FOR CONTAINER PLANTS / BOXED TREES, G. DURING THE ESTABLISHMENT/MAINTENANCE PERIOD, SHOULD THE APPEARANCE OF ANY PLANT INDICATE INCORPORATE WEAKNESS, THAT PLANT OR CUTTING SHALL BE REPLACED WITHIN ONE WEEK OF DISCOVERY BY THE CONTRACTOR UNIFORMLY THE FOLLOWING MATERIALS INTO LEACHED SOIL. RATES ARE EXPRESSED PER OR THE DATE OF WRITTEN COMMUNICATION FROM THE LANDSCAPE ARCHITECT OR OWNER WITH A NEW HEALTHY CUBIC PLANT. ANY TREES OR SHRUBS WITH DAMAGED CAMBIUM SHALL BE REPLACED IMMEDIATELY. AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY GROWING CONDITION AND SPACED AS YARD: INDICATED ON THE PLANS. - 1/4 LB. CALCIUM NITRATE (15.5-0-0) H. IRRIGATION SC,��- 1"=10'- 1/4 LB. POTASSIUM FULFATE (0-0-50) - 1/4 LB. TRIPLE SUPERPHOSPHATE (0-45-0) 1. CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL IRRIGATION SYSTEMS, AUTOMATIC AND MANUAL. FLAG-- - 1/4 LB. AGRICULTURAL GYPSUM A BALANCED WATERING PROGRAM SHALL BE MAINTAINED TO ENSURE PROPER GERMINATION. CONTRACTOR SHALL BE LOW WALL AN®f LJ1G ®�E DETAIL- 2 LB. AGRICULTURAL LIMESTONE RESPONSIBLE FOR THE IRRIGATION SYSTEM FOR THE ENTIRE MAINTENANCE PERIOD AND FOR INSPECTING AND - 10% BY VOLUME ORGANIC SOIL AMENDMENT IN ALL CASES. THERE SHALL BE POSITIVE DRAINAGE DETERMINING PROPER SOIL MOISTURE FOR GERMINATION AND GROWTH OF ALL PLANT MATERIAL. AWAY FROM THE ROOT CROWN OF THE PLANT MATERIAL. 2. ALL CONTROLLERS ARE TO HAVE EACH STATION INDIVIDUALLY ADJUSTED ON A WEEKLY BASIS. SYSTEM SHALL -SET TREE PLUMB PRIOR 12. SITE MAINTENANCE BE SET CONSIDERING THE APPLICATION RATE EACH AREA IS CAPABLE OF RECEIVING. THE SYSTEM SHALL OPERATETO GUYING ON SHORT INTERVALS, WITH THE CYCLE REPEATING AT A LATER TIME TO REDUCE RUNOFF, IF NECESSARY. . • APPLY CALCIUM NITRATE (15.5-0-0) AT 6 POUNDS PER 1,000 SQUARE FEET, ABOUT ONCE PER IRRIGATION SHOULD BE SCHEDULED TO OCCUR DURING THE PRE -DAYLIGHT HOURS TO THE GREATEST DEGREE QUARTER, MONITOR THE SITE WITH PERIODIC SOIL TESTING. PRACTICABLE WHILE MAINTAINING PROPER UNIFORM SOIL MOISTURE. • ALL MATERIALS SHALL BE THOROUGHLY IRRIGATED INTO SOILS IMMEDIATELY AFTER APPLICATION. 3. MAINTAIN ALL VALVE BOXES AND CONTROLLERS FREE OF DEBRIS. BOXES SHALL REMAIN LOCKED AT TIMES. 13. FOR ALL STAKED TREES, SEE DETAIL C , THIS SHEET. I. SITE MAINTENANCE 1. ALL PLANTED AREAS SHALL BE KEPT NEAT AND CLEAN AND FREE OF ALL CLIPPINGS, DEBRIS AND TRASH. 14. FOR ALL SHRUB PLANTING, SEE DETAIL A & B , THIS SHEET. 2. ALL SUBSURFACE DRAINS SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD UP OF SILT TREE CALIPER 0-3" 3"-6" 6"-10" CABLE CLAMPS (2) 1/16" (2) 1/8" (2) 3/16" GALVANIZED AIR CRAFT CA 1/16„ 1/8'. 1 2 / DUCKBIL HARTH ANCHOR MODEL 40 #68 #88 CABLE DEPTH OF I 18"-20" 2'-26" 3'-36" PVC TUBING LENGTH t2. 21" 30" TURNBUCKLE -- 3/8" x 3" 3/8" x 6" ?. PVC TU51NG ROOTBALL 2" MIN, -CABLE CLAMP ABOVE FINISH GRADE GALVANIZED AIRCRAFT' 2" LAYER OF NITROLIZED FIR C'B� BARK MULCH MAINTAIN 2" FROM ZINC PLATED TURNBUCKLE z CROWN, NO MULCH ON ROOTBALL ORIGINAL ROOTBALL _ � 3 TALL EARTH MOUND. 15. PRE -INSTALLATION WEED ABATEMENT AND DEBRIS. KEEP ALL DRAIN INLETS CLEAR OF LEAVES, TRASH AND OTHER DEBRIS. 2" LAYER OF MULCH, SLOPE 29- MIN, REMOVE MOUND AFTER PLANT ON IRRIGATED FILL SLOPES AND FLAT AREAS TO BE SEEDED, SODDED, AND/OR PLANTED REMOVE 3. ALL PAVED AREAS SHALL BE CLEANED WEEKLY OF TRASH, DEBRIS AND SILT. NO MULCH ON ROOTBALL AWAY ESTABLISHMENT PERIOD ALL EXISTING VEGETATION, EXCEPT AS IDENTIFIED BY LANDSCAPE ARCHITECT FOR PRESERVATION IN (NOT REQUIRED IN SLOPE GENERAL PLANTING AREA PLACE. THE SHRUBS OR TREES TO BE PRESERVED SHALL BE CLEARLY MARKED WITH AN ORANGE 4. RE-APPLICATION OF MULCH PER PROJECT SPECIFICATIONS AT END OF 120 DAY MAINTENANCE WHERE REQUIRED CONDITIONS) RIBBON. FERTILIZE THESE AREAS WITH 300 LBS. PER ACRE OF 14-4-9, OR EQUIVALENT. IRRIGATION BY LANDSCAPE ARCHITECT. 5RXODOI.,AA, ,4FTWEATER BASIN. REMOVE AMENDED PER PLANTING NOTES. FOR 2-4 WEEKS, 2-4 TIMES DAILY TO KEEP THE SOIL SURFACE MOIST IN ORDER TO GERMINATE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELIMINATION OF VERTEBRATE PESTS DETERMINED BY THE THE WEED SEEDS EXISTING IN THE SOIL. ONCE THE WEED SEEDS HAVE GERMINATED AND ATTAINED LANDSCAPE ARCHITECT TO BE DETRIMENTAL AND DAMAGING TO THE AREA OF DEVELOPMENT. ELIMINATION SHALL BE EXCAVATE SOIL 5 TIMES \\� SUFFICIENT GROWTH, APPLY ABROAD- SPECTRUM, NON-SELECTIVE HERBICIDE ACCORDING TO THE PERFORMED BY SAFE, APPROVED METHODS. I � THE WIDTH OF ROOTBALL MANUFACTURER'S LABEL RECOMMENDATIONS AND LICENSED PCA. AFTER SEVEN DAYS, GRUB ALL 2 20 " J. UTILITIES BY 12 IN DEPTH WEED GROWTH FROM AREAS TO OWNER'S APPROVAL. REPEAT ENTIRE PROCEDURE IF DIRECTED BY ALL UTILITY COSTS INCURRED DURING THE ESTABLISHMENT/MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY I AND AMEND N nit LANDSCAPE ARCHITECT OR OWNER. OF THE OWNER. ��; \ \`17 \ �` = PREPARED SOIL BACKFILL K. PROTECTION \\ \\ \ PER PLANTING NOTES 16. SHRUB PLANTING METHOD PROTECT PLANTING AREAS AND PLANTS AGAINST DAMAGE FOR DURATION OF ESTABLISHMENT/ MAINTENANCE PERIOD. //\\ IN \11 EXCAVATE PLANTING PIT TO TWO (2) TIMES THE DIAMETER OF ROOTBALL AND 1-1/2 TIMES ITS THE ESTABLISHMENT/MAINTENANCE PERIOD WORK SHALL INCLUDE THE INSTALLATION OF AND MAINTENANCE OF\AG TEMPORARY PROTECTION FENCES, BARRIERS, AND SIGNS AS REQUIRED FOR PROTECTION OF PLANT MATERIAL. IF \\ \ \ \/ \ \ \ 5KFILL MIX FIRM BUT DEPTH. AUGER 4" ON CENTER X 2' DEEP AT BOTTOM OF PIT. LEAVE AUGERED SOIL IN PLACE, PLANTS BECOME DAMAGED OR INJURED, TREAT OR REPLACE AS DIRECTED BY LANDSCAPE ARCHITECT AT No ADDITIONAL \/ NOT COMPACTED UNCOMPACTED. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER COST To OWNER.NOTE: /\\; PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. FORM BASIN ON DOWN-SLOPE PLANT PIT TO BE I" LESS THAN SIDE OF PLANTING PIT TO HOLD MOISTURE WITHIN THE ROOT ZONE. REMOVE BASINS WITHIN 30 ROOTBALL DEPTH. SET TOP 2x DIA, OF DAYS OF START OF MAINTENANCE AS IDENTIFIED BY OWNER IN WRITING. R06TBALL 2" MIN. ABOVE /�\//\ \ \ \ \ \ \ \�/` ADJACENT GRADE. \��% %//j��//\��/%\/�/.� \\/. ROOTBALL SECTION 17. FIRST WATERING OF NEWLY PLANTED MATERIAL N,T.S, SECTION CUT CIRCLED AND MATTED WET THE ROOT ZONE BY HAND WATERING THE PITS TO THE LOWEST EDGE BASIN. AFTER AMENDED '' 2x DIA, OF ROOTS FROM NURSERY SOIL HAS BEEN WETTED, THE SPRINKLERS SHOULD CONTROL THE MOISTURE FROM THAT POINT ON. N,T.S. ROOTBALL ROOTBALL 18. ESTABLISHMENT / MAINTENANCE PERIOD THE CONTRACTOR SHALL PROVIDE FOR A 60 DAY ESTABLISHMENT AND A 60 DAY MAINTENANCE Q /� �� PERIOD AFTER THE APPROVAL, IN WRITING, OF THE INSTALLATION T THE PROJECT. THE D TREE GUYING DETAIL B SHRUB PLANTING MAINTENANCE SHALL BE PER THE ABOVE NOTES AND THE PROJECT LANDSCAPE SPECIFICATIONS. V i ��I G � /`1 19. TREE ROOT BARRIERS V.1.T . FIGURE EIGHT CINCH TIE INSTALL "DEEP ROOT" (OR APPROVED EQUAL) TREE ROOT BARRIERS ON ALL TREES WITHIN 5'-0" LINEAR STYLE PLANTING WITH DEEPROOT BARRIERS GALV, NAIL AVAIL THRU, V.I.T. PRODUCTS *� *S- REFERS TO SPACING OF SIDEWALKS OR HARD SURFACES. CHECK MANUFACTURERS CALCULATOR CHART FOR NUMBER OF TREE STAKE i1�f (800) 729-1314 DETERMINE THE CORRECT NUMBER OF PANELS TO BE USED. D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS PANELS REQUIRED FOR EACH SIZE TREE. DEPENDING UPON THE ACTUAL PLANTING PLAN AND THE NUMBER OF FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS FIG=URE EIGHT FOR FLAT AREAS PLACE STAKES TREES INVOLVED, THE LENGTH OF LINEAR BARRIER WILL VARY, BUT HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE PREVAILING TIE 0 m WINE)S v PARALLEL t0 PREVAILING WINDS m m 20. MULCH AS A GENERAL RULE OF THUMB TAKE THE ANTICIPATED MATURE HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO ® m CANOPY DIAMETER OF THE TREE AND ADD 2 FEET 61CM . THIS WILL PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO FOR SLOPE AREAS PLACE SLAKES CONTRACTOR SHALL PROVIDE 2" LAYER OF MULCH IN ALL SHRUB PLANTING AREAS INCLUDING BE THE NUMBER OF FEET NECESSARY FOR A LINEAR STYLE PLANTING KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" (13MM) ABOVE PARALLEL TO CONTOUR, 0 a 0 SLOPES 2:1 AND LESS. PROVIDE 2 LAYER OF MULCH AROUND TREE TRUNK IN TURF AREAS. MULCH LODCsEPOLE PINE STAKES 211,p CsROIINp COVER t0 $ APPLICATION. GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. t * PATIO TREES USE I" SQ PRESSURE SHALL EXTEND IN AN 18" DIAMETER CIRCLE FROM TRUNK BUT KEEP 3" -CLEAR AROUND SURFA MICHAEL A. GREEN 0.2138 m W z O wElf CE A. FOR CURB AND GUTTER PROTECTION OR MORE AGGRESSIVE E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE TREATED NURSERY STAKES FLATS, CUTTINGS, LINER , OI OF BARK. DO NOT MULCH SURFACE OF ROOTBALLS. PROVIDE SAMPLE TO OWNER'S REPRESENTATIVE ROOTS USE THE 24" (61CM) (UB 24-2). EXPANSIVE ROOTING GROWTH AREA, HOWEVER ADVERSE SOIL AND TREE TRUNK I FOR 5 GALLON ° F i, CONTAINERS FOR APPROVAL. DRAINAGE CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. u B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR 2 FOR 15 GALLON / 24 BOX BARRIER CHOSEN. TAKE STEPS TO ENSURE HEALTHY GROWTH OF THE TREE AT i �� V4 E DEFINITION OF COMPOSTED ORGANIC AMENDMENT PLANTING. CONSULT WITH A LOCAL ARBORIST FOR PLANTING TIPS �� DO NOT STAKE 36 AND " ; ; COQ L 6 MIN, p . . .•.:...: •: .: p p A. HUMUS MATERIAL SHALL HAVE AN ACID-SOLUABLE ASH CONTENT OF NO LESS THAN 6% AND NO C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS AND RECOMMENDATIONS. GREATER BOX SIZE' . �� o� oo, .• _• d og 0• Lu 2 LAYER OF MULCH, " SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX o p• :.. acs..; • :30 ... J MORE THAN 20%. ORGANIC MATTER SHALL BE AT LEAST 50% ON A DRY WEIGHT BASIS.;'' •`'. �P� 1� (THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE FOR ADDITIONAL INFORMATION PLEASE CONSULT THE 16 PAGE � . . ,,•. �.: DEEPROOT PRODUCT SELECTION AND INSTALLATION GUIDELINES. NO MULCH ON ROOTBALL :••,,: p�yj '. ..• ' .., CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL 5x DIA, OF p ~ B. THE pH OF THE MATERIAL SHALL BE BETWEEN 6 AND 7.5. ;2 % (NOT REQUIRED IN SLOPE CONDITIONS) BARRIERS IN A LINEAR FASHION YOU WILL NEED TO JOIN THE FOR INFORMATION REGARDING DISTRIBUTORS PLEASE CALL: 1 800 � ROOTBALL \ /��//\//\\//\\//\//\// // // //��/i ,• �\ ���"�°'��� �( APPROPRIATE NUMBER OF PANELS TOGETHER. ILV ROOT (458-7668). FOR HELP WITH DIFFICULT DRAINAGE OR OTHER _ I/ a \/\/\/\/\/\/\/\/\/ 1 C. THE SALT CONTENT SHALL BE LESS THAN 10 MILLIMHO/CM ©25 DEGREES C. ON A SATURATED DIFFICULT INSTALLATION QUESTIONS PLEASE CALL DEEPROOT 8 Mme, WATER BASIN. REMOVE �\,,\\/\\/\\/�\/\\/�\/�\ SOIL PREP REFER To HEV�`NiCC°+ PASTE EXTRACT. OF TREE TECHNICAL SUPPORT AT: 1 800 ROOT TEK 766-8835. Q AFTER 2 IUEEKS//� �� �/ ( > � ( PLANTING NOTES FOR PES' ���,.��: D BORON COT SE EXCAVATE SOIL 5 TIMES Cj�J, N ENT OF THE SATURATED EXTRACT SHALL BE LESS THAN 1.0 PARTS PER MILLION. GROUND LOCKS 10'-07�6° SIDEWALK 2� 2% � THE WIDTH OF ROOTBALL 10 -O B IN DEPTH AND AMEND E. SILICON CONTENT (ACID-INSOLUABLE ASH) SHALL BE LESS THAN 50%. UNLESS OTHERWISE INDICATED UNLESS OTHERWISE INDICATED F. CALCIUM CARBONATE SHALL NOT BE PRESENT IF TO BE APPLIED ON ALKALINE SOILS.\\\ c BACKFILL MIX FIRM BUT NOT COMPACTED G. TYPES OF ACCEPTABLE PRODUCTS ARE COMPOST, MANURES, MUSHROOM COMPOSTS, STRAW,ALFA FREEFA, PEAT OF PATHOGENS OES, ETC. LOW IN SALTS, AND OTHER DELETERIOUSOW IN MATER ALS VY METALS, FREE FROM WEED SEEDS, I\` CUT CIRCLED AND MATTED H. COMPOSTED WOOD PRODUCTS ARE CONDITIONALLY ACCEPTABLE [STABLE HUMUS MUST BE ROOTBALL PRESENT]. WOOD BASED PRODUCTS ARE NOT ACCEPTABLE WHICH ARE BASED ON RED WOOD OR DEEPROOT UB 24-2 PANELS TO EXTEND 10 FEET IN EITHER CEDAR. SIDEWALK OR CURB DIRECTION FROM CENTERLINE OF TREE TRUNK UNLESS OTHERWISE /� �� �\ /i �` NOTE: fY' a :I s � l � � � r � r, •: 1 he use of these plans and specifications shall be restricted to the original site for which they were prepared NOT TO SCALE SEE PLAN INDICATED ON THE PLAN NOT TO SCALE Ili- 2x DIA. OF PLANT PIT TO BE I" LESS THAN ROOTBALL TREE R OT BARRIER cation thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of SES ION ROOTBALL DEPTH. SET TOP OF ROOTBALL 2" MIN. N,TABOVE JAG C TREE PLANTING/STAKING DETAIL reen Associates is prohibited. Title to the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima fa SQUARE SPACING TRIANGULAR SPACING A GROUNDCOVER SPACING vidence of the acceptance of these restrictions. SQ. FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS 4" 7 SQ. FT. 11 SQ. FT 6" r 25 8" 28 44 10", 45 70 12" 64 100 15" 100 156 18" 144 225 24" 256 400 ;F F� CE A. FOR CURB AND GUTTER PROTECTION OR MORE AGGRESSIVE E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE TREATED NURSERY STAKES FLATS, CUTTINGS, LINER , OI OF BARK. DO NOT MULCH SURFACE OF ROOTBALLS. PROVIDE SAMPLE TO OWNER'S REPRESENTATIVE ROOTS USE THE 24" (61CM) (UB 24-2). EXPANSIVE ROOTING GROWTH AREA, HOWEVER ADVERSE SOIL AND TREE TRUNK I FOR 5 GALLON ° F i, CONTAINERS FOR APPROVAL. DRAINAGE CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. u B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR 2 FOR 15 GALLON / 24 BOX BARRIER CHOSEN. TAKE STEPS TO ENSURE HEALTHY GROWTH OF THE TREE AT i �� V4 E DEFINITION OF COMPOSTED ORGANIC AMENDMENT PLANTING. CONSULT WITH A LOCAL ARBORIST FOR PLANTING TIPS �� DO NOT STAKE 36 AND " ; ; COQ L 6 MIN, p . . .•.:...: •: .: p p A. HUMUS MATERIAL SHALL HAVE AN ACID-SOLUABLE ASH CONTENT OF NO LESS THAN 6% AND NO C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS AND RECOMMENDATIONS. GREATER BOX SIZE' . �� o� oo, .• _• d og 0• Lu 2 LAYER OF MULCH, " SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX o p• :.. acs..; • :30 ... J MORE THAN 20%. ORGANIC MATTER SHALL BE AT LEAST 50% ON A DRY WEIGHT BASIS.;'' •`'. �P� 1� (THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE FOR ADDITIONAL INFORMATION PLEASE CONSULT THE 16 PAGE � . . ,,•. �.: DEEPROOT PRODUCT SELECTION AND INSTALLATION GUIDELINES. NO MULCH ON ROOTBALL :••,,: p�yj '. ..• ' .., CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL 5x DIA, OF p ~ B. THE pH OF THE MATERIAL SHALL BE BETWEEN 6 AND 7.5. ;2 % (NOT REQUIRED IN SLOPE CONDITIONS) BARRIERS IN A LINEAR FASHION YOU WILL NEED TO JOIN THE FOR INFORMATION REGARDING DISTRIBUTORS PLEASE CALL: 1 800 � ROOTBALL \ /��//\//\\//\\//\//\// // // //��/i ,• �\ ���"�°'��� �( APPROPRIATE NUMBER OF PANELS TOGETHER. ILV ROOT (458-7668). FOR HELP WITH DIFFICULT DRAINAGE OR OTHER _ I/ a \/\/\/\/\/\/\/\/\/ 1 C. THE SALT CONTENT SHALL BE LESS THAN 10 MILLIMHO/CM ©25 DEGREES C. ON A SATURATED DIFFICULT INSTALLATION QUESTIONS PLEASE CALL DEEPROOT 8 Mme, WATER BASIN. REMOVE �\,,\\/\\/\\/�\/\\/�\/�\ SOIL PREP REFER To HEV�`NiCC°+ PASTE EXTRACT. OF TREE TECHNICAL SUPPORT AT: 1 800 ROOT TEK 766-8835. Q AFTER 2 IUEEKS//� �� �/ ( > � ( PLANTING NOTES FOR PES' ���,.��: D BORON COT SE EXCAVATE SOIL 5 TIMES Cj�J, N ENT OF THE SATURATED EXTRACT SHALL BE LESS THAN 1.0 PARTS PER MILLION. GROUND LOCKS 10'-07�6° SIDEWALK 2� 2% � THE WIDTH OF ROOTBALL 10 -O B IN DEPTH AND AMEND E. SILICON CONTENT (ACID-INSOLUABLE ASH) SHALL BE LESS THAN 50%. UNLESS OTHERWISE INDICATED UNLESS OTHERWISE INDICATED F. CALCIUM CARBONATE SHALL NOT BE PRESENT IF TO BE APPLIED ON ALKALINE SOILS.\\\ c BACKFILL MIX FIRM BUT NOT COMPACTED G. TYPES OF ACCEPTABLE PRODUCTS ARE COMPOST, MANURES, MUSHROOM COMPOSTS, STRAW,ALFA FREEFA, PEAT OF PATHOGENS OES, ETC. LOW IN SALTS, AND OTHER DELETERIOUSOW IN MATER ALS VY METALS, FREE FROM WEED SEEDS, I\` CUT CIRCLED AND MATTED H. COMPOSTED WOOD PRODUCTS ARE CONDITIONALLY ACCEPTABLE [STABLE HUMUS MUST BE ROOTBALL PRESENT]. WOOD BASED PRODUCTS ARE NOT ACCEPTABLE WHICH ARE BASED ON RED WOOD OR DEEPROOT UB 24-2 PANELS TO EXTEND 10 FEET IN EITHER CEDAR. SIDEWALK OR CURB DIRECTION FROM CENTERLINE OF TREE TRUNK UNLESS OTHERWISE /� �� �\ /i �` NOTE: fY' a :I s � l � � � r � r, •: 1 he use of these plans and specifications shall be restricted to the original site for which they were prepared NOT TO SCALE SEE PLAN INDICATED ON THE PLAN NOT TO SCALE Ili- 2x DIA. OF PLANT PIT TO BE I" LESS THAN ROOTBALL TREE R OT BARRIER cation thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of SES ION ROOTBALL DEPTH. SET TOP OF ROOTBALL 2" MIN. N,TABOVE JAG C TREE PLANTING/STAKING DETAIL reen Associates is prohibited. Title to the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima fa SQUARE SPACING TRIANGULAR SPACING A GROUNDCOVER SPACING vidence of the acceptance of these restrictions. t D (S N CH$KED MG DTE 02/26/13 JOB NO. 13;'030 in Am OF 311 SHEETS SQ. FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS 4" 7 SQ. FT. 11 SQ. FT 6" 16 25 8" 28 44 10", 45 70 12" 64 100 15" 100 156 18" 144 225 24" 256 400 t D (S N CH$KED MG DTE 02/26/13 JOB NO. 13;'030 in Am OF 311 SHEETS ^ ^ 1ST CONC. CAP 3LOCK W/ (1) #5 ROUTED SOLID #5V. @ 32" O.C. DE MEMBRANE L FLASHING W/ '& FILL CAVITY SOLID GROUT BELOW GRADE .,... ....,. J W/ (4) CONT. #5 & #4 TRANSV. @ 24" O.C. � SITE WALL FOUNDATION MEDALLION INLY D CAST STONE 5016 DSTONE ZECAST CONC. CAP =XAS STAR MEDALLION kST FACE ONLY ( ADVANCED CAST STONE ODEL# MD-SO16 DLOR- SANDSTONE )EDER STONE HARTMANN architecturI6 inc. 5706 S. MacDill Ave. /S e. A _ Tampa, Florida 3 611 M s I ! 813.251.2190 f.251.2191 '-6„ cv 36'-8" 19'-0" 1 SK3 GRADE LINE n., 4 ` ! Project Name SOLID GROUT BELOW GRADE - 4 LUEDER STONE VENEER v IV- v . 1 v I . v 1/211 = 1'-0" v _ .. — - - - - — 1 /z" _ �'-u" ■ -- 0 s,_o„t ------- _— 2'-10" I a j I FLAG POLE ON Q f 5'x5'x4'H PEDESTAL (SEE 3/A200) Q � 2 -0 I , I j LPO I State Registration � r L.J IT�T1TfTi7f1 E -I -j I ' ,�, Richard Hartmann AIA, LEED� AP RECAST CONC. CAP EXAS STAR MEDALLION NST FACE ONLY '(ADVANCED CAST STONE ODEL# MD -S016 ODEL# OLOR - SANDSTONE JEDER STONE a �— ---I — I I L ---I I i i I HATCH INDICATES 8" CMU i I WALL (TYP.) I i i LINE OF PRECAST CONC. --,-' CAP ABOVE (TYP.) LUEDER STONE VENEER I 3. It I F -i I i i I I i I I i — o N co i PYLON SIGN (BYWNER) UNDER SEPARA E PERMIT .E O 0=0 ; ; ,, i 1 OLP _ ' 1 I . Aar& To the best of the knowledge of the architects &engineers and specifications comply with the applicable building cod( minimum fire safety standards i r Project Number ` _ 4 Drawn By AP/H r ®11 r-® A 1r--��'1® Checked By - (D z =O w i= U)w C) M °0 o� w d' J U v IV- v . 1 v I . v 1/211 = 1'-0" v _ .. — - - - - — 1 /z" _ �'-u" ■ -- 0 s,_o„t ------- _— 2'-10" I a j I FLAG POLE ON Q f 5'x5'x4'H PEDESTAL (SEE 3/A200) Q � 2 -0 I , I j LPO I State Registration � r L.J IT�T1TfTi7f1 E -I -j I ' ,�, Richard Hartmann AIA, LEED� AP RECAST CONC. CAP EXAS STAR MEDALLION NST FACE ONLY '(ADVANCED CAST STONE ODEL# MD -S016 ODEL# OLOR - SANDSTONE JEDER STONE a �— ---I — I I L ---I I i i I HATCH INDICATES 8" CMU i I WALL (TYP.) I i i LINE OF PRECAST CONC. --,-' CAP ABOVE (TYP.) LUEDER STONE VENEER I 3. :. = ;: i I F -i I i i I I i I I i — o N I —' i PYLON SIGN (BYWNER) UNDER SEPARA E PERMIT .E O 0=0 ; ; ,, i 1 OLP _ ' 1 I . Aar& To the best of the knowledge of the architects &engineers and specifications comply with the applicable building cod( minimum fire safety standards i r Project Number ` _ 4 Drawn By AP/H r ®11 r-® A 1r--��'1® Checked By - RADE LINE EAST ELEVATION SCALE 1/2" = 1'-0" I I #5 REBAR @ 32" O.C. (TYP.) V I i LINE INDICATES FOUNDATION BELOW (TYP.) tial 1'-6" L----------------- __—J . 4'-0" PLAN DETAIL s2ALE o 2 aid plans and i I / \ _292_ -- 290_ - i x- —2324000, 10 60 30 0 60 SCALE IN FEET l NJ � 1 • r. a 3 I S ch-Ultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED I DRAWN I APPROVED I JOB NO. DATE to RCF JPS 13-238 1 FEBRUARY 2013 290 1 • •,,,,,,,.. woo woo ICVO C14 woo woo X290— •• waft owe Sam mom —290 I 0.63 108' I I I 1 I I I HILLIER FUNERAL HOME LOTS 1 & 2 BLOCK 1, CHAMPIONS S UBDI VISION COLLEGE STATION, TEXAS I I I ( I I V N I 11 I ll I. . 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I T; is 300 4`0 En PIPE 42 003 S42 PIPE 52 000* 320 0.11 317 318 I 0.12 (D 0.24/ / In ` I (n I q / e / �� En ��- PIPE 38 S39 cn f cn S10 En i PIPE 39 T PIPE 12 PROJECT OUTFALL DE 21—\ Isc*00 ..Is 323 0.21 PIPE 11 327 L--- 0.12 2' CURB OPENING HILL-frJul"R FUNERAL HOME LOTS & 2BLOCK 1., CHAMPIONS SUBDIVISION COLLEGE STATION., TEXAS ?IPE 2 m3m3- is 1S -'*' III is RB 0ING- 1. CUt OPE 1_ 328 0.23 PIPE 53 ' ---------- S53 324 0.21 2' CURB -'RAINAGE AREA MA_v1 INLET AND PIPE DESI [ GN --i --I SCALE VERTICAL N/A HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 13-238 SHEET I I♦ ) / ' ( \ ? I// / / / �Ir I I ♦ / 1 / / / / / rte, —_j 1co l / OD NGram 60 30 0 60 SCALE IN FEET 1 -saw 'W- /wooI � 1 � 1 � I 1 I 11 I 1 I Engineering, LLCI 2730 Longmire, Suite A -3thuju g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED I DRAWN APPROVED JOB NO. DATE JPS RCF JPS 13-238 FEBRUARY 2013 �Zso_ Mae —290— lollrolftrN \\- HILLIER FUNERAL HOME LOTS > 8c 2 BLOCK >, CHAMPIONS SUBDIVISION COLLEGE STATION, TEXAS I I I I I I i � N I I 1 I I I I I J�RAINAGE AREA MM.,,& SCALE VERTICAL N/A HORIZONTAL 111=60' PLOTTING SCALE: 1:1 FILE NAME: 13-238 SHEET X Qli waft -294-I 1 290_ 292--/ —292-_ r , _ 60 30 0 60 SCALE IN FEET J \ \ %ftft � \., � ✓.,_� 1 i 11 l 1 1 —290 1 I 1 \I I 1 r-286' / 01 r LOW • �. d 00 '�:SchultZ Engineering � LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-238 FEBRUARY 2013 N r T 1 (l 1 1 Im moss 1 I 1 00'. 1 / wow �,04 � -- 29 HILLIER FUNERAL HOME LOTS 1 & 2 BLOCK >, CHAMPIONS S UBDI VISION COLLEGE STATION, TEXAS I I III I I I I N N N O �6 N I I � N I I I III I 1 I II I I I I II I I II I DRAINAGE AREA,, SCALE VERTICAL N/A HORIZONTAL 1"=60' PLOTTING SCALE: 1.1 FILE NAME: 13-238 SHEET i 30 15 0 30 SCALE IN FEET -- ��-- - _— --_ - I I v7 I U) I PIPE 3 309 I 0.1s PIPE 36 r-7 rn � bra 10 � 314 I i r i � I i •i i r � •� •son ' 329 ,' ' 1.31 � .. Y:•,: Mason f 1 i ra bra � -_- —+ ' DISCHARGE IS — IS — is is, 303 ' PIPE FROM ..�" ..r,..........r, �_ 0.07 1S �-- Is — 304 DETENTION 301 0.15 is 1� 1S is Lt 1S �S -- POND 302 0.06 ' Moslem 1' CURB 0.04 -- OPENING ' OPENING 1' CURB OPENING 1' CURB ' ' OPENING S33 305 ' 0,04 S32 S31 ' 1S 1 1S ' 'gill j 1S 1S PIPE 32 3oa �...,.....m mossam, PIPE 31 ` 0,04 -+ PIPE 33 307 ` tP� ter, 310 0.14 PIPE 51 306 �rw� 0.11 PIPE 34 5 PIPE 40 ;• ��� •'i � "w • 330 .• w:�.r :. '' , ,* ; �.' \ -� is PIPE 54 1S o.01As ^, �'• S54 ` :a,.._ ::r, S35— r 331 ''+=-: .— =_ _ ST ST — T ST S40 312 0.04 S52 j '•'rr.'•' r ' / 313 I0.19 ( ` HILLIER F[NERAL t.` 332 15 21 E VE HEIGH cn y PIPE 41 ( FF = 285.00, '" Mason .�.... Mason W Mason F�1 9,015 SQ. FT I 316 I •i;'• 333 0.26 x i I is ^�; PIPE I S42 — PIPE 52 • I o� Q1 ^, C::%>ti•'.,..',s !•'''•n:•— wgl'.t4"'-•4.6.'.=.•4 :�.K:{:.t.. w�-t-«�t��• �.a. ^". _s". � c� ',. ..:. man. 320 0.11 I ' 17 Vl _ — — 3 318 to � 0.12 0.24 2' CURB OPENING 319 cn/ ---- — S38 PIPE 38 0.04 4.y. .t'.t.: ,34''':'s.4 u 'y+-:: ef. ;i. .'.z.,.,',•"'.':'4ii...y,• S39 ' cn ••til 'i,�`,�'.., .c ,,: .,in• I _' S10 PIPE 39 PIPE 20 1 :�.,�,"'-chul t z E nineerin 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-238 FEBRUARY 2013 PIPE 21 ism �— 1S 1S 1S T O 1S _.-• 323 URB O CU�ING- 0.21 1' OPE PIPE 12 CURB "Ross. _ :NINO ®I I _;:: -moi PIPE 11 328 } • •,,.f '-} • L• `^'{'; •y .r y 327 2' CURB OPENING0.23 ' 0.12 1 PROJECT OUTFALL HILLIER FUNERAL HOME LOTS > & 2 BLOCK >, CHAMPIONS SUBDIVISION COLLEGE STATION., TEXAS PIPE 53)-N' S53 Y 324 '0.21 �. gra err. z 2' CURB 0""RAINA G1E AREA MAP INLET AND PIPE DES��GN SCALE VERTICAL N/A HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 13-238 SHEET N/F N/F JK DEVELOPMENT, SECURECARE PROPERTIES 1, LLC L.L.P. REMAINDER LEGEND OF CALLED 21.00 CALLED 3,946 ACRE 10' CITY OF ACRE TRACT TRACT 8288/96 COLLEGE STATION rn PROPERTY BOUNDARY ST — ST STORM PIPE 2539/71 ZONED GC E PUBLIC UTILITY XIS11NG CONTOUR 0 PROPOSED SANITARY MANHOLE ZONED 0 EASEMENT, LOT LINE 0 EXISTING SANITARY MANHOLE EXISTING EASEMENT _S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED 8250/115 PROPOSED EASEMENT —S-8 EXISTING SANITARY SEWER LINE, SIZE NOTED is 2 ­� --- — ., I I I is A —S— EXISTING SANITARY SEWER FORCE MAIN 1S 1S 15 r— , ACCESS EASMENT is —.S TS > PROPERTY CORNER EXISTING ASPHALT PAVEMENT N44-03LOWE­872L.8 W-24— EXISTING WATER LINE, SIZE NOTED 7— AE _AE A .---AE-- -AE— —AE E A AF AE 'WATER GATE VALVE EXISTING CONCRETE PAVEMENT AE AE AE AE \-< n -8 PROPOSED WATERLINE, SIZE NOTED 8 �W=8 ­�W=8 'POWER POLE W W__ W _AE- OVERHEAD ELECTRIC —W-8 EXISTING WATERLINE, SIZE NOTED ----------------- - — — — — — — --- 2-S 2-S R -S I — — — — — — — — — — — — — — — — — — — — — — — — — — — -- 8 SILT FENCE 1 P.U.E. CONSTRUCTION EXIT 5 ACCESSIBLE ROUTE LIGHT POLE (n I 60' CITY OF BRYAN 10' P.U.E. TV ELECTRICAL \L5' P.U.E. I CZNye P.U. . 20' CITY OF COLLEGE EASEMENT 215/5B3 20' P.U.E. qN, 11 --- STATION UTILITY EASEMENT, 00 13' P.U.E Sol_ (CENTERED ON 633/593 AND GENERAL EXISTING LINES) I ' (A TELEPHONE COMPANY OF ,3t 61 ��, NY] NY1 N f/JTHE SOUTHWEST, 666/307 A L0 +1 NOW Uj F 00 iq Is ST r�q/ q§jwL-4 • gg S, _ST T—t: Sur, V) 24' PRIVATE 0 rl BLOCK 1 11�/, CROSS LOT ACCESS (n CONCRETE PAVEMENT w1j"(1 3 V) Im 4.506 AC. EASEMENT HILLIER FUNERAL HOME C) LETED I 2 -STORY BUILDING NEFORECOVEMIPTICAL ;D !211 BUILDING CONSTRUCTION faaj 15-211 EAVE HEIGHT Uj BUILDING HEIGHT 20 FF 285.40" z P.U.E. FIRE LANE BLOCK I SIGN OURTYARD .... .C. �•� "01 �1* I LOT] r > 189 SF + w QD CID x• V) r — COVERED PORCH 761 SF I V) 25' PRIVATE CROSS DISTURBED r1:1 — — F./I __ - A I * m E NT CE ACCESS EASEMENT AREA LIMITS ERED (-----/---) I I I 1/fA 6 AV 9 880 s _2' WIDE CONSTRUCTION FIRE CONCRETE T_ nRE LANE LANE PAVEMENT FLUME n 3HU 3111,4— RE NOTE: WELLBORN DRAINAGE WATER WL0r_- �FIRE- F _s I I _j " i '1 01 ALL WHEEL STOPS SHALL BE CONCRETE Y. 15' Ti PRIVATE 2 REMOVE EXISTING to 15' P.U.E. RE LA­NE_=_�7�_ W. EASEMENT UPPLY DRIVEWAY AND ORP. AND REPLACE WITH ITY OF • f-25' PRIVATE STANDARD SIDEWALK -�ib"P.U.E. CROSS ACCESS OLLEGE AND CURB & GUTTER ILK EASEMENT FIRE TATION PER Co.CS STANDARD is DETAILS DETENTION POND OTILITY II INT LK�E I I �_ I r)C*Tr7IKITIr)fQ �s ASEMENT, LU 15' PUBLIC ACCESS 81/684 PLAN VIEW EASEMENT 5' PUBLIC i Z V) #3 BARS' 4" I I I SIDEWALK FIRE 00 I 25' PUBLIC CO LANE A SIGN 0 w UTILITY 15' PUBLIC ACCES EASEMENT : 4- 4 714 +1 8 EASEMENT 15' NY -1 38 N" 39 ------ - PRIME LAV 6w3II{I RE -T 0 15' PUBLIC UTILITY DRAINAGE EASEMENT 10" EASEMENT RE LAN RE LA" RE LAN 5" RE LA AN RE __nRE LANE--____--MRE e fn — — — — — — — — — — — — — — ROSS SECTIO END VIEW — — — — — — — - I S-8 B3 BARS .-S-8 7563A 45wW PRIVATE 54T 10 ATE S-8 25' —S-8 15' PUBLIC PRIVATE CROSS 41 •5' PUBLIC ACCESS 9- 4 —CROSS- ACCESS OW7WW- 11 SIDEWALK, EA -SEMEN -T- ACCESS EASE ENT ��15' PUBLIC UTILITY S ww 4 EASEMENT EASEMENT ----- -- _5-4" > 20' P'U. E., 4" _T FIRE LANE 5' PUBLIC SIGN 6654/71 SIDEWALK LOT 1R I PROJECT LOT 2R BLOCK 11 BENCHMARK CITY OF LONGITUDINAL SECTION 110 BLOCK 11 COLLEGE S LOT 5 20' P.U.E. 20' U.E. 01 ZONED OC 30' P.D.E., 15' ELECTRICAL GPS NO. V) BLOCK 1 1597/65 LOT 6 703/373 N/F 131 WHEEL STOP DETAIL EASEMENT BLOCK 1 6654/71 CHARLES RANDAL 00I LOT 4 FRENCH 2865/65 6654/71 > BLOCK 1 THOMAS & KAITLYN 'T, VICINITY M Ap RODGERS n 20' P.U.E. r 1E0 y 7 LOT 5 4 ,(n >mj ROCK PRAIRIE 1597/65 ZONED R-1 N/F CARRIAGE MANAGEMENT L.P.' I ZONED GC CHARLES RANDAL FRENCH MICHEAL DUFFY REPEAT OF SPRINGBROOK JERRY BROWN LOT 1R BLOCK ELEVEN 00 DEBORAH LAURA BAKER R-1 ELEVATI N 6654/71 'n SPRINGBROOK HONTHUMB LOT 4 ZONED R-1 CYPRESS MEADOW p LOT 6 COLL Cr:RTjQ,:jCATE BLOCK ONE ZONED R-1 1597/65 CO C3 REQUIRED 4 M N Co C3Ln P SITE f 4: C3,+2 ROJECT C3 +3 12 +141 Rr:V1-EWE-D­rr"vf74R 0/p Lw V —NOI�.Rl= EQUIPF A ML 10% UUMPLIANUE JUN 2142013 18- DESIMATM RESERVED" ti O 12N18REFLECTIVE FINISH METALSIGN PARKING PAFKM COLLItOt o wAi ION is OWY DEVELOPMENT SERVICES C. NOTE: ALL CURBS 6" IN HEIGHT PLAT FILED: �Z UNLESS NOTED OTHERWISE. 3. -1 Y A X T 12"xg* REFLECTIVE FINISH METAL SIGN Tk-OT .1 T I NOS 6. 24- 1. SIGN SHALL COMPLY WITH THE CoCS 1/4"R— — 15" FIRE SERVICE STANDARDS. STEEL REINFORCING BARS CONCRETE 3. -4 5. FIRE LA—NE SIGN DETAIL TE PAVEMENT 3rR 2x2 GALVANIZED STEEL TUBE COLUMN I Ec 3"R 1/4"R SET IN CONCRETE FOOTING. PROVIDE X GALVANIZED STEEL CAP WELDED TO FIRE LANE MARKINGS .7 35 TOP OF TUBE. PAINT TUBE AND CAP. 1. ALL CURBS AND CURB ENDS SHALL - 00/, . . . . . . > BE PAINTED RED MIT FOUR INCH (4) d - NOTES: 3- IMIN. L 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. f f ..................... .JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC SHEET C I S 3j E 1 - BIKE 108" 6" AT EACH _J ���. WHITE LETTERING STATING "FIRE t I I lFt g- m T 0 KC M I IT 11 LANE - NO PARKING - TOW AWAY �30" -�� 6" 30" MIN. . —16" _'6*MIN �— ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 2. A SIGN TWELVE INCHES (12-) WIDE AND EIGHTEEN INCHES (18-) IN X=5", 6" OR 7" AS SHOWN ON THE PAVEMENT PLAN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT 7" PAVEMENT - 6" PAVEMENT - USE #4 REBAR'@ 18" O.C.E.W. USE #3 REBAR 0 12" O.C.E.W. THE LOCATIONS SHOWN. SUCH OR USE #4 REBAR @ 16" O.C.E.W. SIGNS SHALL BE TWELVE INCHES (12-) WIDE AND EIGHTEEN 5" PAVEMENT - USE #3 REBAR @ 18" O.C.E.W. INCHES HIGH, WITH A COMPANION SIGN OR USE #4 REBAR 0 24" O.C.E.W. TWELVE INCHES (12-) WIDE AND SIX INCHES (6-) HIGH STATING -TOW-AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH ON CONCRETE PAAqNG SECTION SYMBOLS, LETTER AND BORDER IN RED. N.T.S. onm� Ochuftz E�1�ineering, LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY 0 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 L�ongrnire, Suite A NO. 65889 ON MAY 30, 2013. College Station, Texas 77845 RELEASED FOR CONSTRUCITON 979.764.3900 TOPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE =n6mmw6 KERB ips -I RCF JPS 13-238 MAY 2013 NOTES: 3- IMIN. L 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. f f ..................... .JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC SHEET C I S 3j E 1 - BIKE 108" 6" AT EACH _J ���. END J. Aff _ _ 11 il H JIM, III t I I lFt g- m T 0 KC M I IT 11 �30" -�� 6" 30" MIN. . —16" _'6*MIN �— RACK DETAIL HILLIER FUNERAL HC LOTS I & 2, BLOCK 1, CHAMPIONS SUBDIVISION COLLEGE STATION, TEXAS �1 � ..� .�-�Lnl�l 40 20 0 40 HILLIFUNERAL HOME SCALE IN FEET 24 BLOCK 1 LOTS 1 & 2, CHAMPIONS SUBDIVISION 7.517 ACRES ROBERT STEVENSON LEAGUE, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2013 OWNER: SURVEYOR: ENGINEER: Carriage Management, Inc. Brad Kerr, R.P.L.S, No. 4502 N40 Post Oak Bouleva%d, Suite 300 Kerr Surveying, LLC Engineering, LLC Houston, TX 77056 409 N. Texas Avenue Bryan, TX 77803 (713)332-8400 (979) 268-3195 PO Box 11995 College Station, TX 77842 (979)764-3900 Is is IS 10' CITY._OF­-_-'--_ Is Is 113 N/F is S COLLEGE STATION - ------- SITE SPECIFIC NOTES: SECURECARE PROPERTIES 1, LLC :Z:a GENERAL NOTES: PUBLIC UTILITY 207-- Qckno -V EASEMENT, CALLED 3.946 ACRE TRACT 8288/96 VAL EQ9 > 1. THE OWNER OF THE PROPERTY IS CARRIAGE MANAGEMENT, INC. THE SUBJECT PROPERTY IS LOTS 1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL m & 2, BLOCK 1 OF CHAMPIONS SUBDIVISION, PROPERTY IS ZONED PDD. 8250/115 ZONED GC __'_SP SPRINKLERS EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS 2. THE DISTURBED AREA F HIS PROJECT IS 1.06 ACRES OF LOT 2 (46,153 SF) AND 3.01 ACRES IN ADVANCE OF CONSTRUCTION IS REQUIRED. 7.5' P.U.E. OF LOT 1 (131,159 SF). DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 -AE AE- AE- AE SUDDEN LINK COMMUNICATIONS: (979) 595-2429 AE- AE- -AE-AE-AE AE -AE AE AE -AE ---AE- AS 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN DRAINAGE REPORT. VERIZON: -4770 �-J3'n (979) 821 W_ 9-_�--w- 8 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY 24--w -9- 4. LANDSCAPING AND IRRIGATION DESIGN V CURB 1' URB 1' CURB 1' CURB IRRIGATION PLANS, & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS I ' ' 15' P.U.E. OPENING 0 NING ENINGOPENING INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS ECE _ _[ - - - - - - - - - __ [2!RY. - - - - - - - �ISTIO 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. G 6' HEIGH 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SC EEN FEN Eft 24" 6. IN ACCORDANCE WITH TABLE B105.1 OF THE INTERNATIONAL FIRE CODE, THE MINIMUM . M SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER 'REQUIRED 4TER �INE FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 11-B OF 9,015 SF IS 2,000 GALLO S QUIR EVERY RAINFALL EVENT OF 1/2- OR MORE. THE CONTRACTOR SHALL REMOVE ALL UD PANS 00 1 OR WAVL L/ L, PER EE A�CFITECTURE V/ I 6iii MINUTE. THE BUILDING WILL BE SPRINKLED, THEREFORE, THE HYDRANT FLOW IS REDUCED TO DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS 6 SFACES 20 1,500 GPM. ONE HYDRANT IS REQUIRED. PROJECT. 'TN13 F R DETAILIS) 10 SI 'ACES 91 SPACI 20 10 0 PL 1-1 /2" W/ TER--- 7, TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR ME TER SCALE IN FEET 150000 REQUIREMENTS FOR CONSTRUCTION SITES. IF RIGATIC N 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND GATES M TER INCORPORATED AREAS MAP NUMBER 48041CO310-E EFFECTIVE MAY 16, 2012, THE PROPERTY Is 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER Ld NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. WTI, , CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 'T '�_ �'= r SCREEN WALL LS �=L_ L.), 3 36u NY1 Nr 311L+_ NV_I 3k SNY1 is -4_,� "S isl 8w - - -71 TO NOT Z 9. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/CO GE ENCROACH INTO TITLED. "CONSTRUCTION DRAWINGS FOR PROPOSED PUBLIC SEWER LINE AND WATERLINE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION Cn-f I RE EASEMENT IMPROVEMENTS FOR CHAMPIONS SUBDIVISION.- SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. HYDRANT 44.91 4� URE 1- - d 7. THE CONSTRUCTION SHALL o, 1V P U.E 10. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUB ART 15 P FOR. TRENCH SAFETY REQUIREMENTS. J __J FIRE SPRINKLE (n 11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT WLVIM5. I Z) SUPPLY LINE B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL* MEASURES ONCE GRASS IS T -_ ( z (n 20' CITY OF COLLEGE 12. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE ESTABLISHED. -4r- -3NYI 38W 31M 3H NY1 3181]4- 3NYI b 3uu __rS13NY1 3HI�13:j STATION UTILITY TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP 9. INLET PROTECTION TO BE INSTALLED AT ALL. PROPOSED AND EXISTING INLETS ADJAC NT y 'EASEMENT, 633/593 DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GRO ND FIELD TO THE PROJECT SITE ++r+`+F+` EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. AND GENERAL 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STA ON UNIFIED 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. S TELEPHONE COMPANY Ln 6 S CES ++++, 4 + 279 7 SP OF THE SOUTHWEST, DEVELOPMENT ORDINANCE. 180 + + SQ. FT. 180 11 EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.1Q OF I I ' SO. FT, + �+ 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW 489 ' + + _rT SQ. FT, ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT SQ. FT. + + 11 +++++ HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. (SUCH 31 <-- 1 1 __7 CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT 28.13' + SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUIL (n + MIN. 3' HIGH WALL RTIFICATE OF OCCUPANCY. ��+ '- + FOR SCREENING anlD + S- --J* + 1+ + + SEE ARCHITECTURE 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. + + + + U7 12. DUMPSTER SCREENS LOCATED WITHIN UTILITY EASEMENTS WILL BE REPLACED BY THE PLAN FOR DETAILS PROPERTY OWNER IF IT BECOMES NECESSARY TO REMOVE THEM FOR UTILITY + + V) 16. DUMPSTER ENCLOSURE SHALL BE 6' WOOD SCREEN FENCE OR OWNER APPROVED E L MEETING is is s IS Et_ GENER ST S ST T ST ST ST ww 41 UDO REQUIREMENTS. CONSTRUCTION AND/OR MAINTENANCE. > T =---IS . ' 17. LOT I & 2, BLOCK 1 OF CHAMPIONS SUBDIVISION ARE CONSIDERED ONE BUILDING PLPT FOR THE 20' WELLBORN WATER -F r7 PURPOSE OF SIGNAGE, LANDSCAPING, AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS . . . . i•+++++ �- SUPPLY CORP. AND CITY +___ +JU) th \1 - I ' 4.>+++ +++OF COLLEGE STATION 18. PROPOSED ON LOT 1, BLOCK 1 OF CHAMPIONS SUBDIVISION IS ONE 11,317 SQUARE OOT U) FD, -."Mc Tz %++++ ++++++I. JOINT UTILITY EASEMENT, 2 -STORY BUILDING. COVERED AREAS INCLUDE A 1.519 SQUARE FOOT PORTE COCHERE A 1,024 >I I TJ \-TRANSFORMER 4. + + w OMESTIC + +++++++" 581/684 SQUARE FOOT COVERED DRIVE ANDA 736 SQUARE FOOT FRONT PORCH. THE SAVE HEIGHT VARIES GENERATOR WITH 7' WATER SERVICE ++++++ + + FROM 15' TO 21' AND THE MAX ROOF HEIGHT IS 28'. C)o HIGH SCREEN WALL + +4- + + + + + + '+ C COLLEGE STATION UTILITIES SPECIFICATIONS AND 41 PER THE COLLEGE STATION UTILITIES DESIGN. SEE LANDSCAPE OR + + + + + ++++ + + w to CSU ELECTRICAL CONTACT: ARCHITECTURE PLAN .++++++++++4 ___f m 9) REVIEWED FOR FOR DETAILS + + WELDON DAVIS U)T V) + ++, ELECTRIC PROJECT COORDINATOR IL.1 CITY OF COLLEGE STATION UTILITIES A PHONE: 979-764-6314 HILLIER FUNERAL HOME COMOT N 7��,\,. + + + + 4 C f g� NICE (n p 0j 20. A SIGN TWELVE -INCHES (12-) WIDE AND EIGHTEEN INCHES (18-) IN HEIGHT SHALL MOUNTED + + + IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTYANDAT THE LOCATIONS t; 2 -STORY BUILDING �_+_ 4. + 4- + BE� 4- + + -JUN -2-4-10-13 w- -211- E Eldfti )IT0. SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WITH A 4: Q COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6-) HIGH STATING "TOW -AWAY co (n- H C Li +C 0 281 MAX BUILDING HEIGHT I I QQIUU'+ M k__ -i NCHE u g. S1'+ + + 1 1 $ m +'+ 15 C 41- T FF -285A0'__ + + + -±. +-+-- 1- 282-- 37.83' ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER }++ -F- ++A. + AND BORDER IN RED. CULLit-Ut b IIAI ON U) 11,317 SQ. FT. .++ +'..' + + + + L/ A (n 21. A KNOX BOX WILL BE REQUIRED FOR THIS BUILDING AND IS LOCATED ON THE NORTH SIDE OF (n +-+-+..+.,+ + C DEVELOPMENT SERVICES r + + + + + + a C + + + + ++++ I I PLAT FILED:.. + + + + + .1 w 22. THE TRANSFORMER SHALL BE SCREENED FROM RIGHTS-OF-WAY. MEN cn Emn BLOCK I + + + ++++++ 11 � w --'FLAG POLE-/ 20'C w 24.49, +,+++++ 00 P.U.LOT I + F_ ON - PL I (.U. COURTYARD ...... IV) C z 0' HIGH UT1LffY DEMAND SIGN 3.011 A.C. . . . 5 4 HIGH BASE INTERIOR ISLANDS C WATER DEMAND PER BUILDING !+ 189 SF +' ++:+ ++++ + + 4- MINIMUM 0 GPM PARKING ANALYSIS + + I. -+++++,. KNOX BOX INTERIOR PARKING= 26 AVERAGE 8 GPM BIKE LOCATION ++++++ + + + + + + +: RACK L++ MAXIMUM (PEAK) 30 GPM PROPOSED IMPROVEMENTS:. INTERIOR ISLAND REQUIRED: +,+++ + MIN. 3' HIGH WALL 1.5" DOMESTIC WATER METER A A + ff RED +++++ + + + 4- + + + +Iv ADA SIGN +++++ + + + + EATS (INTERIOR PARKING) x 1 COVE w 41 FOR SCREENING 193 PORCH 761 SF SEE ARCHITECTURE , SANITARY SEWER DEMAND PLAN FOR DETAILS (n w (n (0 90% OF WATER DEMAND) w (n AVERAGE 8 GPM REQUIRED R RKING: INTERIOR ISLAND PROVIDED 532 sq. ft. I 4r. \1 /I MAXIMUM (PEAK) 30 GPM 447 .397 1 M 6" SANITARY SEWER LINE 0.33 SPACES PER SEAT SQ. FT. 4 SPACES - FT. Cn @ 1.04% SLOPE ISLAND AREA (SQ. CALE. FIXTURE UNITS = 54 AREA COVERED -p- NUMBER FT.) ENTRANCE FIXTURE UNITS ALLOWED 700 64 ... SPACES REQUIRED (SQ. FT.) 00 880 SF U) 20' WELLBORN WATER PIPE SLOPE OK 4 In (n 24" FWANI SUPPLY CORP. AND PROPOSED PARKING. 1 397 217 CITY OF COLLEGE rp - - - - - -- j 2 447 87 V/ _ 4 / I STATION JOINT UTILITY SANITARY is EASEMENT, 581/684 LEGEND 106 ... �PAItES PROVIDED 3 489 129 tn SEWER _��RE LANE ---------------- 41RE LANs ------- ------ �-'�NlkaS cn SERVICE 4 180 0 PROPERTY BOUNDARY 4' 5 ... ADA PARKING REQUIRED 5 279 99 C14 -292-- EXISTING CONTOUR 00 LOT LINE 6 ... ADA PARKING PROVIDED 6 180 0 Cn EXISTING EASEMENT RE LANE --------FIRE LAN RE - - - - - - - - - PROPOSED EASEMENT U) 11 - . . - . . - I 41:� I ACCESS EASMENT UICIN I TY MAP 8 S�ACES J/ 91 SPACE� (nI i I I I4 1 1 PROPERTY CORNER L/ L/ \.v ROCK PRAIRIE _V -W-24 - EXISTING WATER LINE, SIZE NOTED I E CO I Ill W� R, �1 WATER GATE VALVE L I ST POWER POLE AE OVERHEAD ELECTRIC (n 11 ST - ST EXISTING STORM PIPE ST - ST PROPOSED STORM PIP E 15' PRIVATE DRAINAGE GRATE INLET (SEE DRAINAGE PLAN /-CO R U) FOR SIZE) N 12" AREA INLET N /-CONCRETE EASEMENT FLUME .130� NC ETE F1 0 FLUME z is is Is - -,IS- --- S - is •I. z FLOW ARROWS PROJECT I '�' 1-11, SITE -1, CURB OPENN Is• IS DETENTION POND I PROPOSED SANITARY DETENTION POND is TCURB cun) 0 MANHOLE OPENING w 41 EXISTING SANITARY MANHOLE ® tiC S 0 S, PROPOSED SANITARY SEWER LINE, SIZE NOTED fi�R py HYC NT -S-8 EXISTING SANITARY SEWER LINE, SIZE NOTED -V S- EXISTING SANITARY SEWER FORCE MAIN EXISTING ASPHALT PAVEMENT '0 > FIR FIRE LANE N 41 LANE -SIGN PROPOSED PRIVATE SIDEWALK 8 180.58' PROPOSED PRIVATE SIDEWALK WITH PICTURE FIR FRAME BROOM FINISH NY1 3HIj-3N'1q 3,,U--------3NY1 :111"-3NYJ 3v .... ... '-1 .* ` PROPOSED PUBLIC SIDEWALK __3w, V) 3NV1 3N RE LAN NY1 38 N 3M -'RE LANE/-- V/ _W-8 EXISTING WATERLINE, SIZE NOTED _W-8 PROPOSED WATERLINE, SIZE NOTED MANHOLE4j* PROPOSED FIRE HYDRANT PLAN S ITE 15' PRIVATE 2' CURB OPENING I `IW -6 FIRE SPRINKLER LINE DRAINAGE 2' CURB OPENING _.�RE LANE_�RE LA"E­_­>-�IRE LAN Y -W DOMESTIC WATER SERVICE EASEMENT _--FIRE LANE LLIERFUN�,�:ALRE-12ANE�RE HI HOME LANE- -�RE N LANA------_ BUILDING ENVELOPE LANEFIRE LANA ------` LANA-------- - - - - - - - ROOF OVERHANG r- POND LIMITS CONCRETE FLUME BLOCK 1 LOTS 1 & 2, CHAMPIONS SUBDIVISION 7.517 ACRES V) rm mu as mm DISTURBED AREA LIMITS EXISTIN RE LANE n DRIVEWAY i TO 84T 10' 45 -VV > FIRE LANE ROBERT STEVENSON LEAGUE, A-54 BE REMOVED SILT FENCE _�F' COLLEGE STATION, BRAZOS COUNTY, TEXAS , _�' ",A �1 ff.. SIDEWALK ACCESS FEBRUARY, 2013 , _VIRE LANE EXISTIN 5' PUBLIC, %j C 15, PUBLIC SIGN 20' P.U.E., EASEMENT CULVE ND CONSTRUCTION EXIT SURVEYOR, ENGINEER: T'0 �O IKLER�&- 6654/71 SET'S TO BE m OWNER. SURVE NEER: _T W REMOVED retp Carriage Management, Inc. Brad Kerr, R.P.L.S. No. 4502 ti N/F co LIGHT POLE (SEE GEN6AL NO I TE 11) 3040 Post Oake Boulevard, Suite 300 Kerr Surveying, LLC �c6ltz Engineering, L C LOT 1 R Houston, TX 77,'056 409 N. Texas Avenue Bryan, TX 7 T - JOINT TYPE AND (713)332-8400 +++++++++++++++++++++++++ SPACING PER ARCHITECTURAL DRAWINGS (979) 268-3195 PO Box 11995 CHARLES RANDAL + .. . . . . . 7803 FRENCH 2865/65 BLOCK 11 6* CONCRETE PAVEMENT College Station, TX 77842 I (979)764-3900 THE SEAL APPEARING ON THIS ncpn(:,,.enng, DOCUMENT WAS AUTHORIZED BY '�-Fchultz E 4 LL JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lonogmire, Suite A NO. 65889 ON MAY 30, 2013. College Station, Texas 77845 979.764.3900 TBPE NO. 12327 RELEASED FOR CONSTRUCITON SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-238 MAY 2013 T -12327 6,14,13 1 SCHUL4RM# ENGINEERING, 1'LLC HILLIER. FUNERAL HOME LOTS I & 2, BLOCK 1, CHAMPIONS SUBDIVISION COLLEGE STATION, TEXAS SHEET 2 OF 2 SCALE VERTICAL NIA HORIZONTAL 1 11=20' PLOTTING SCALE: 1:1 FILE NAME: 13-238 SHEET C2�