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KEY NOTES (TYPICAL)
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CI-3 R3-4 GS2- R3-4 00 3 I 1. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY
GS2- HL2-5 1 -GS2 5-R3 3-PH3 PH3-3 3-PH3 PH3-4 I VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE.
i 1 -GS2 GS2-2 3-R3 GS2-1 2. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH OF 1" BLACK AND TAN ROCK MULCH WITH PERMEABLE WEED BARRIER FABRIC.
3 �� I HO-3 THE USE OF MULCH OR ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING AREAS IS PROHIBITED. IMPERMEABLE
LANDSCAPE BUFFER 50' PLASTIC WEED BARRIERS ARE PROHIBITED.
BY OTHERS INGRESS/EGRESS, PUBLIC UTILITY
MEASURED FROM AND EMERGENCY ACCESS EASEMENT 3. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE L2.0-2.
BACK OF CURB
0 20 40 60 LANDSCAPE PLAN Plan Scale: 1" = 20' 4 VERIFY L MITSNOF DISTURBANCE AND PATLANDSCAPE AD IRRIGATION WITHIN 35' CHFER BACKO BE ALONG PTHASED BY OTHERS.BOUNDARY AS RETAIN AND NECESSARY.PROTECT.
R RTANSITIONN BETWEEN NEW AND FIELD
z
EXISTING LANDSCAPE SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR 0 Q
ALL EXISTING LANDSCAPE PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION. THE Q
CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT 0
FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED PRIOR TO THIS \ z W
PROJECT. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION
GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING Q
THE COURSE OF CONSTRUCTION. Q
1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THIS LANDSCAPE PLAN AND IN THE 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN, OR SHOWN 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION COMPONENTS DAMAGED AS
PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO CORRECTLY. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY A RESULT OF NEW CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. REPAIR INCLUDES BUT 5. APPROXIMATE LOCATION OF DEVELOPMENT PRESSURIZED IRRIGATION PONT OF CONNECTION. THIS SHALL BE THE PRIMARY ~ - U
NOT CORRELATE WITH WHAT IS SHOWN ON THE PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE IS NOT LIMITED TO PIPING, VALVES, HEADS, DRIP COMPONENTS, CONTROL WIRES AND SOURCE OF WATER FOR IRRIGATION SYSTEM. CONTRACTOR TO FIELD VERIFY. SEE GENERAL IRRIGATION NOTES. O W Q
THIS INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, TOPSOIL, MULCH, SEED OR SOD, EDGING, AND DRIP CONTRACTOR'S RESPONSIBILITY. EQUIPMENT, AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR SHALL ENSURE THAT THE
LINE QUANTITIES. EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING 6. APPROXIMATE LOCATION OF SECONDARY IRRIGATION POINT OF CONNECTION. INSTALL BACKFLOW PREVENTION DEVICE IN u z
2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED LANDSCAPE BED AND CONCEAL WITH PLANT MATERIAL. COMPLY WITH REQUIREMENTS OF UTILITY SUPPLYING WATER FOR
2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE LANDSCAPE ARCHITECT OF AVAILABLY OF SPECIFIED PLANT WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. THE WORK PRIOR TO THIS PROJECT. PREVENTION OF BACKFLOW AND BACK-SIPHONAGE, THIS SHALL BE THE BACKUP SOURCE OF WATER FOR THE IRRIGATION Q
MATERIAL FROM COMMERCIAL NURSERIES. IF A SPECIFIED PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT SHALL CONSIST OF PROVIDING AND INSTALLING ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. SEE IRRIGATION GENERAL NOTES. J
WILL PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE ORIGINAL BID SYSTEM INCLUDING POINT OF CONNECTION, PIPE, VALVES, FITTINGS, HEADS, AUTOMATIC 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED
PRICE UNLESS A CREDIT IS DUE TO THE OWNER. CONTROLS, AND ALL ASSOCIATED LABOR. THE CONTRACTOR SHALL FURNISH THE ARCHITECT DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN 7. TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.
WITH A SHOP DRAWING SHOWING THE DESIGN LAYOUT, PIPE SIZE AND TYPE, VALVE LOCATIONS OPERATION OF THE EXISTING SYSTEM DURING THE COARSE OF CONSTRUCTION.
3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT AND TYPE, HEAD LOCATIONS AND TYPE, CONTROLLER LOCATION AND TYPE, WIRE SIZING, ETC... 22 LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DISCREPANCIES BETWEEN DESIGN DRAWINGS 8. BIKE RACK. SEE BICYCLE PARKING CALCULATIONS AND L2.0-3.
WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. ® 1.800.342.1885. PROVIDE ADEQUATE MEANS FOR APPROVAL PRIOR TO CONSTRUCTION. AND ACTUAL SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION
OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE 9. BOULDER RETAINING WALL. BOULDERS SHALL MATCH EXISTING BOULDERS FOUND THROUGHOUT THE TEN MILE DEVELOPMENT.
WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK PROVIDED ON DRAWINGS. CONTRACTOR SHALL STOP CONSTRUCTION AND CONTACT THE CONTRACTOR SHALL SUBMIT BOULDER WALL SELECTION TO THE TEN MILE CROSSING DESIGN DISTRICT REPRESENTATIVE FOR
OWNER IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES OCCUR. APPROVAL. SEE CIVIL PLANS FOR WALL HEIGHT. SEE L2.0-4 FOR INSTALLATION DETAIL AND BOULDER REFERENCE PHOTOS.
4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE CONTRACT PERIOD. 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS.
23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE IRRIGATION CONTRACTOR SHALL PROVIDE A
SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT REQUIRE MITIGATION, NOTIFY THE RESPONSIBLE 10. EXISTING LANDSCAPE BUFFER PLANT MATERIAL TO BE MODIFIED. PRIOR TO THE START OF BOULDER WALL CONSTRUCTION, THE
PERSON IMMEDIATELY. FAILURE TO NOTIFY THE RESPONSIBLE PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. NEAT AND LEGIBLE HOURS
IRRIGATION PLAN, AN OPERATION AND MAINTENANCE MANUAL, CONTRACTOR SHALL:
EXISTING CONDITION. AND UP TO (8) HOURS OF ORIENTATION AND/OR TRAINING FOR THE OWNERS MAINTENANCE AND
6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF UTILITY SUPPLYING WATER FOR OPERATIONS STAFF. PHOTO DOCUMENT EXISTING CONDITIONS
5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL DELETERIOUS PREVENTION OF BACKFLOW AND BACK-SIPHONAGE 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FORA PERIOD LOCATE AND CLEARLY IDENTIFY ALL EXISTING PLANT MATERIAL THAT WILL BE IMPACTED.
MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BEOCCURRING ONE YEAR FROM THE DATE OF IT'S WITHIN CONTACT LANDSCAPE ARCHITECT FOR ONSITE MEETING TO DISCUSS IMPACTED AREA AND LANDSCAPE MITIGATION
REMOVED PRIOR TO ANY FILL OPERATIONS. FINISH GRADES TO BE SMOOTH AND EVEN. GRADIENTS TO REMOVE 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED PERCENT ACCEPTANCE.COMPLETED PROMPT O R F PROMPTLY IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO HE OWNER. MEANS NECESSARY. (IDENTIFY TREES AND SHRUBS TO BE RELOCATED AND IDENTIFY NEW PLANTING LOCATIONS)
LOW AND HIGH POINTS AND TO PROVIDE POSITIVE DRAINAGE. (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. IMPLEMENT LANDSCAPE MITIGATION PLAN AFTER BOULDER WALL IS INSTALLED. SEE KEY NOTE #4 FOR PATCH BACK.
8. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, SPRING START UP AND ALL PLANT MATERIAL THAT SHALL BE RELOCATED SHALL BE CARED FOR (WATERED AND FERTILIZED) THROUGHOUT THE
6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS. SOIL SHALL BE FREE OF HEAVY, RATES WITHIN EACH CONTROL VALVE. WINTERIZATION DURING THE GUARANTEE PERIOD. DURATION OF THE PROJECT. SHALL THE PLANT MATERIAL DIE OR BE DEEMED DISEASED OR IN POOR CONDITION AT
STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. REUSE EXISTING SURFACE TOPSOIL IF ANY POINT DURING THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO
AVAILABLE. 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND THE OWNER, PLANT MATERIAL DAMAGED DURING EXECUTION OF THIS PROJECT DUE TO THE CONTRACTOR'S FAILURE
AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON SEPARATE ZONES FROM THOSE TO PROPERLY MAINTAIN PLANT MATERIAL.
7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. TREE SPECIES MIX REQUIRED PROVIDED A TEN INSTALLATION.CSHALL THEDESIGN
ONDITIDISTRICT
REPRESENT INSTALLED SHALL
MODFIE OFF
LANDSCAPE BUFFER MODIFIED
ER NOT MEETNDSCAP CONDITIONS
WEED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN MATERIALS AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL
DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: PROVIDE APPROVED 10 OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO CONSISTENT WITH THE EXISTING CONDITIONS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REMEDY THE
.
m IMPORTED TOPSOIL OR, AMEND THE ON-SITE TOPSOIL. 28 REQUIRED TREES 3 5 SITUATION AT NO ADDITIONAL COST TO THE OWNER.
IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS.
0 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; PLANTER BEDS - 12" MIN.; 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI IS ADEQUATE TO FURNISH AND TREE MITIGATION REQUIREMENTS 11. EXISTING IRRIGATION IN LANDSCAPE BUFFER TO BE MODIFIED. PRIOR TO THE START OF BOULDER WALL CONSTRUCTION,
CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. CONTRACTOR SHALL:
3 INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL
1 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ALL LAWN AND PLANTING AREAS. SHOULD THE PSI BE LESS THAN ADEQUATE, NOTIFY THE MANUALLY OPERATE THE EXISTING IRRIGATION SYSTEM AND FIELD LOCATE EXISTING IRRIGATION COMPONENTS
m ARCHITECT IMMEDIATELY. IN THE EVENT THAT THE ARCHITECT IS NOT NOTIFIED PRIOR TO THE
ACCORDANCE WITH SITE GRADING PLAN. SLOPES FOR TURF AREAS SHALL NOT EXCEED 3:1. START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY BICYCLE PARKING CALCULATIONS (MAINLINE, LATERAL LINES, DRIP LINES, WIRES, VALVES, CLOCK, SPRINKLER ZONES, ETC...), THAT WILL BE IMPACTED
" NECESSARY REVISIONS. BY THE BOULDER WALL INSTALLATION.
M 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS AND SHALL OCCUR (1) BICYCLE PARKING SPOT PER (25) VEHICLE PARKING REQUIRED PROVIDED 0ONCE COMPONENTS ARE LOCATED CONTRACTOR SHALL MODIFY (CUT, CAP, AND/OR REMOVE IRRIGATION COMPONENTS)
E AFTER TOPSOIL PLACEMENT AND PRIOR TO INSTALLATION OF PLANT MATERIALS AND MULCH. 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, VALVE BOXES, AND VAULTS WITH AS NECESSARY WITHIN AREAS OF DISTURBANCE. MODIFICATIONS SHALL ALLOW FOR:
'a 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. DURABLE TAGS CARRYING THE WARNING "DANGER-UNSAFE WATER OR NON-POTABLE WATER." (55) VEHICLE PARKING / 25 2 5
THE EXISTING SYSTEM OUTSIDE THE AREA OF IMPACT TO OPERATE AS INTENDED THROUGHOUT THE
a PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING CONDITION. 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC NOTE: (1) BICYCLE RACK = (5) BICYCLE PARKING SPOTS DURATION OF CONSTRUCTIONAdmk
12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PORTION OF THE ROOT BALL. CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 6" TO 12" AWAY
o FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. FUTURE EXPANSION AND REPAIR OF THE EXISTING IRRIGATION SYSTEM AS NECESSARY. SEE KEY NOTE #4
z METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER FOR PATCH BACK.
RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS
PRIOR TO BACKFILLING. 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT PRODUCED BY A SINGLE
ACCEPTABLE MANUFACTURER, INCLUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIAL DAMAGED DURING EXECUTION E N G I N E E R I N G
PROJECT INFO OF THIS PROJECT DUE TO THE CONTRACTOR'S FAILURE TO REPAIR AND OR MAINTAIN OPERATION OF THE EXISTING
13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF 5725 NORTH DISCOVERY WAY
ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN HEALTHY CONDITION
g 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN AREAS. DRIP IRRIGATION TO BE USED IRRIGATION SYSTEM DURING THE COURSE OF CONSTRUCTION. ALL COMPONENTS INSTALLED SHALL BE NEW (HEADS, BOISE, IDAHO 83713
m IN ALL PLANTER BEDS. PRESSURE IRRIGATION LANDSCAPE CONSULTANT NOZZLES, VALUES, PIPE,WIRE, ETC...)
g IMMEDIATELY WITH COMPARABLE SIZE AND SPECIES AT NO COST TO THE OWNER. PHONE(208)639-6939
N A TEN MILE CROSSING DESIGN DISTRICT REPRESENTATIVE SHALL SIGN OFF ON THE MODIFIED BUFFER IRRIGATION
N NAM PA MERIDIAN KM ENGINEERING, LLP kmengllp.com
a 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT PIPING. WATER VELOCITY IN INSTALLATION. SHALL THE CONDITION OF THE NEWLY INSTALLED MODIFIED LANDSCAPE BUFFER NOT MEET CONDITIONS
14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER MANUFACTURER'S
IRRIGATION DISTRICT 5725 NORTH DISCOVERY WAY
RECOMMENDATIONS. ALL PIPES SHALL NOT EXCEED FIVE FEET PER SECOND. MINIMUM PIPE SIZE TO BE 1". 1503 FIRST ST. SOUTH BOISE, IDAHO 83713 CONSISTENT WITH THE EXISTING CONDITIONS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REMEDY THE DESIGN BY: JCH
SITUATION AT NO ADDITIONAL COST TO THE OWNER.
o NAM PA, ID 83615 PHONE: (208) 639-6939
j 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL ROADWAY, PARKING, AND DRAWN BY: JCH
WALKWAY SURFACES. EXTEND 6" MINIMUM BEYOND SURFACE EDGE. IDENTIFY ENDPOINTS OF FAX: (208) 639-6930 12. CONCRETE WALL PER STRUCTURAL ENGINEERS PLANS.
SLEEVING. CONTACT: ALYSSA YENSEN, PLA CHECKED BY: AY
PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES EMAIL: a ensen®kmen II com
o Y 9 P 13. ADDITIONAL TREES AND BOULDERS SHALL BE PLACED AT THE TOP OF CONCRETE WALL FOR FALL PROTECTION. SEE L2.0-5.
NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. DATE: NOVEMBER 2022
• RE-SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES NOT PROTECTED BY A BOULDERS SHALL MATCH EXISTING BOULDERS INSTALLED THROUGHOUT THE EXISTING LANDSCAPE BUFFER. SIZE VARIES. EQUALLY
u RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE DEAD MATERIAL. VERTICAL CONCRETE CURB SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD SURFACE. DISTRIBUTE SIZES - (4'X5') (3'X4') (2'X3'). PROJECT: 22 003
a TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY NEEDED. SHEET NO.
• CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES APPARENT AND WEATHER AND 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE 120 VOLT POWER AND ALL
SEASON PERMIT. REQUIRED CIRCUITS FROM THE ELECTRICAL PANEL TO THE IRRIGATION CONTROLLER. SIZE WIRE L1.0
a
AND CONDUIT AS REQUIRED.
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IMPROPERLY PRUNED TREES
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(2)-BVC WOOD TREE pp pp p REPLACE. nn
STAKES(MIN. 6' HT) p TRUNK FLARE. LOCATE PRIOR
CHAINLOCK pp pp p TO PLANTING. FLARE SHALL 35" ( 130-20/S-1 )
TREE TIES p BE VISIBLE AFTER PLANTING. 36" ( 130-20/S-2 )
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MIN 1"-2" AWAY FROM TRUNK " X 6" DIA. F N N
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COVER N m
FINISH GRADE PLATE FOR
3 3" HT. WATERING BASING MULCH AT SURFACE MOUNT 1/2" S.
ROOT- PLANTER " X 1
BALL =I I a _ BERM TURF 8" BEDS 1 -1 STL. FLT SKT 4 1/2" 0
DEPTH FERTILIZER TABLETS ( 130-20S/ ) HD CAP SCRW ANCHOR CIRCLE
0 ( 130-20/S-2 )
-I I—I I—I R �� \�FOLD BACK BURLAP FROM
$)
30 8
TOP i OF ROOTBALL.i i i
_ _ _ _
REMOVE WIRE BASKET. M—I I I_ I IIII —I 11 h
_ FRONT VIEW SIDE VIEW
NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY I I -I -III-, I _ ;I I _ _ Ln
OR SYNTHETIC BURLAP BALLWIDTH PACK BACKFILL USING WATER I I I i III-III- =I _ Wo, I-III III- _� Ji Z z COMPLETELY. REMOVE TO SETTLE SOIL AROUND 1-III-III III-II III —I I �- - _III-I Lu
ANY SOIL AND/OR ROOTBALL FINISH I —I I IIII—III=III=�I III I=1
MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED GRADE II I=III-III- - I = ='' TOPSOIL NOTES: w �_ o
TREE CROWN AFTER PIT SHALL BE A MIN. 2 TIMES WIDER SOIL '-� I=1 I I=IIII 1. DUMOR, INC. 130-20 SURFACE MOUNT BLACK BIKE RACK OR }
INSTALLATION. )
THAN ROOTBALL AT BASE AND A o U
MIN. 3 TIMES WIDER THAN ROOTBALL CUT EDGE APPROVED EQUAL. � �
AT FINISH GRADE. DEPTH SHALL ROOTBALL
2.) SURFACE MOUNT PER DETAIL. 1/2" X 3 3/4" EXPANSION ANCHOR
. BOLTS PROVIDED.
SAME AS THE ROOTBALL. 3.) REFER TO SITE LAYOUT PLAN FOR BIKE RACK LOCATIONS.
1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED
STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL
STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD.
DECIDUOUS TREE PLANTING AND STAKING DETAIL 2 SHOVEL CUT EDGE BIKE RACK DETAIL
NTS NTS NTS
REFERENCE PHOTOS
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APPROXIMATE ROCK DIMENSIONS
A 1'
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B 1.5'
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C 2.0'
D 2.5' BOULDERS TO
MATCH EXISTING
THROUGHOUT
NOTES:
TEN MILE DEVELOPMENT
1. ROCK WIDTH DIMENSIONS SHOWN IN THE TABLE ABOVE (AS MEASURED FROM WALL AREA. SEE REFERENCE
FACE TOWARDS SLOPE) SHALL BE CONSIDERED MINIMUM. ROCK HEIGHT AND PHOTO.
RESULTING NUMBER OF COURSES MAY VARY DEPENDING ON MATERIAL AVAILABILITY. FINISHED GRADE
2. BOULDERS TO MATCH EXISTING FOUND THROUGHOUT TEN MILE DEVELOPMENT AREA. SLOPE TO DRAIN
SEE REFERENCE PHOTOS.
3. ROCKS USED SHALL BE COMPETENT, DURABLE, UNFRACTURED ROCK AND ANGULAR
TO SUB-ROUNDED IN SHAPE. ALL BOULDERS SHOULD HAVE A MINIMUM SPECIFIC 1
GRAVITY OF 2.5.
12" SOIL CAP _ _ A
4. PLACE LONG DIMENSIONS OF ROCK HORIZONTAL AND PERPENDICULAR TO FACE OF - 4 FINISHED GRADE
WALL TO PROVIDE MAXIMUM STABILITY. 85% RELATIVE COMPACTION =III-III—I
5. ROCKS SHALL BE PLACED SO AS TO AVOID CONTINUOUS JOINT PLANES IN EITHER 1=I z w
VERTICAL OR LATERAL DIRECTIONS. MIRAFI 140N NON WOVEN -III—I I Zui
a
6. ROCKS SHOULD DECREASE IN SIZE FROM THE BOTTOM TO THE TOP OF THE WALL FILTER FABRIC i B o : m
�I—III
7. DRAINAGE MATERIALS SHOULD CONSIST OF CLEAN, ANGULAR, WELL-GRADED CRUSHED OR APPROVED EQUAL m D
STONE OR QUARRY SPALL (2 TO 4-INCH) OR OTHER MATERIAL APPROVED BY THE -III—I I w
GEOTECHNICAL ENGINEER. I-II III lc0000
8. ROCKERY STONE SHALL BE PLACED AS TO: =I -I I - - _ = =
- TIP SLIGHTLY INTO THE RETAINED SLOPE -III D 0 III
-III- I-III-III-III-III-III-III-III-III-I =III-�
HAVE LONGITUDINAL AXIS OF STONE PERPENDICULAR TO THE FACE OF WALL 2"-4" DURABLE -III—I I I �**� -III-III I—III=III-III-III-III-III=III=III III=
BE ARRANGED SO THAT EACH ROCK ABOVE THE FOUNDATION COURSE HAS CRUSHED ROCK _ D -
_I—III m I I=III=1 I I— —IIIIII—III III I I —II—�
A 3-POINT BEARING ON THE UNDERLYING ROCKS MIN. 4"
HAVE VOIDS BETWEEN ROCKERY STONE FILLED WITH DURABLE CRUSHED STONE 2 1" X 6" NOMINAL SIZE. PERFORATED I = I ==I I I I I IIII-IIIIIIIII-III-III- III-III=III-III=III=�
DRAIN PIPE - I Ell _ _ I- =III=III=III-III-III-III=III=III=III=1 I I=1 I I=1 I I=1 I I_
9. BEARING ON SMALLER STONES WHICH MAY BE USED FOR CHINKING VOIDS IS NOT 6" MIN. J
ACCEPTABLE PERFORATIONS I -III III- I I-III-III
10. ROCKERY WALL CONSTRUCTION SHALL BE OBSERVED AND APPROVED BY THE DESIGN LAID FACE DOWN -I I I-III—I I I III-�
ENGINEER. IIII 1 IIII I I 11 11I I I- iv Q W
BOULDER WALL DETAIL 12" MIN. 5 BOULDER INSTALLATION DETAIL Z p
NTS NTS Q W
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E N G I N E E R I N G
Z 5725 NORTH DISCOVERY WAY
m BOISE, IDAHO 83713
q PHONE(208)639-6939
kmengllp.com
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DESIGN BY: JCH
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o DRAWN BY: JCH
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CHECKED BY: AY
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DATE: NOVEMBER 2022
PROJECT: 22-003
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SHEET NO.
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