HomeMy WebLinkAbout4752-6AZ
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One single nail each side
1 Prevailing wind Lodge pole �
direction Trunk
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1l2 Specified spacing 4 I I=1 I I I I I-1 11= 6
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minimumSPACING AS NOTED ON PLANI741
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III III III II III_ ems- El
_ _ i I11=111=1I1=11I-I1I -
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11=1 I I I I- ' � I �-��-' �' 7 "- ' 7
2 Spacing Planting/sf. 2X Rootball 2X Rootball
s" O.C. 4.61 � 5 5
8" O.C. 2.60
9" o.c. 1.78 LEGEND: LEGEND: LEGEND:
10" o.c. 1.66
12" o.c. 1.15 1. 1 to 15 gal. shrub. 1. Tree
15" o.c. 0.74 1. 112" I.D. reinforced rubber hose Cinch Tie (V.I.T.) 2. 4" deep water basin. 2. 4" deep temporary water basin.
18" o.c. 0.50 2. 2" dia. x 10' long lodgepole coppernap treated pine stakes. Place stakes at outer edge of rootball, 3. Finish grade. NOTES: 3. Finish grade. NOTES:
24" O.C. 0.28 and driven 24" into undisturbed grade below. 4. Backfill mix, see specifications. 4. Backfill mix, per specifications.
30" o.c. 0.18 3. Finish grade. 5. Undisturbed soil. 1. Scarify the sides and bottom of planting pit. 5. Undisturbed soil. 1. Scarify the sides and bottom of planting pit.
36'� o.c. 0.12 4. Plant pit. 6. Rootball, size varies. Set 1" above grade. 2. Prior to plant placement, fill all backfill pits with water 6. Planting tablets, per specifications. 2. Prior to plant placement, fill all backfill pits with water
LEGEND: 48 o.c. 0.07 5. Rootball.
60" o.c. 0.04 6. Undisturbed soil. 7. compacted backfill and allow to percolate into subsoil and settle prior to planting. 7. 2" approved mulch per specs. and allow to percolate into subsoil and setLI
WA
1811
vi
tA tle prior to planting.
72" O.C. 0.03 8. 2" approved mulch, see specifications. 3. Plant rootball and backfill mix must be thoroughly watered indirectly 8. Rootball, size varies. Set 1"above grade. 3. Plant rootball and backfill mix must be thoroughly
1. Shrub I Ground Cover 9. Plant tablets, see specifications. after planting. 9. Arbor Tree Guard in turf areas. watered indirectly after planting.
2. Curb, Wall, Pavement, or edge of bed.
4 Triangular Spacing Diagram Scale: N.T.s 3 Tree Staking Detail scale: N.T.s 2 Shrub Planting Detail Scale: N.T.s 1 Tree Planting Detail (see Detail 3 for staking) Scale: N.T.S
1 D7- 6 5
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1 2 3 4
5 � 4 Typical Score Joint Typical Sawcut Joint
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2 1 4 3 2 5
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Typical Doweled Expansion Joint
LEGEND:
1. Concrete paving. See construction legend. -
2. 1/4" wide close cell foam expansion joint filler. See specifications.
3. Oversized foam backer rod below sealant.
4. 114" depth Elastometric caulking, color to match adjacent paving. L.M. Scofield Lithoseal
TrafFcalk sealant. Broadcast silica sand on caulking while still wet. Provide sample for approval. LEGEND:
5. #4 rebar unless otherwise noted in soils engineer's report, center in concrete.
1. Concrete maintenance strip per city standard. 6. Sawcut -118" wide x 113" depth of paving thickness. 1. Poured in place concrete, see construction legend for finish and color.
2. #3 rebar cont. 7. Score line -114" wide x 114" deep. Jointing per construction plan and legend.
3. Compacted subgrade. 8. Compacted subgradel sub -base per soil's engineer's report. 2. #4 rebar @ 18" o.c. each way, centered in slab unless otherwise noted in soils engineer's report.
4. Finish grade. 9. Speed dowel - No. 3 x 18" long at 24" o.c., sleeve atone end, centered in concrete. 3. Compacted subgradelsub-base per soil engineer's report.
5. Curb per civl plans 10. 1/8" raduis typical. 4. 4" pedestrian/6" vehicular unless otherwise noted in soil engineer's report.
7 Concrete Maintenance Strip Scale: 1 112" =1 ' -on 6 Concrete Paving Joints Scale: 1 1l2" =1'-0" 5 Concrete Paving Detail scale: 11/2" =1'-0"
SHOULD CONSTRUCTION OF THE REQUIRED �o�PNDsc�apF CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO BEECH AVENUE MEDIAN
HUNTER LANDSCAPE YEARS OF THE DATE OF APPROVAL SHOWN HEREON W rya ow►wH er: scuF:
BENCH MARK: 711 S. Fee Ana Street AND CARRIED FORTH IN A DILIGENT MANNER, THE Planting Details As NOTED
�� u� n_;�� K sum oF:
AE -
SAN BERNARDINo couNTY TBM PER Flab Book 4ot5/IS48 Placentia, California 92870-6706 CITY ENGINEER MAY REQUIRE REVISIONS TO THE °�NED W. "a"Pe Details
snot an a>'ol� Aug 2a, 2008
aEVATION - �o�sa.e3, DATUM • 1si2si Ph: 714.986.2400 you M PLANS TO BRING THEM INTO CONFORMANCE WITH
RAILROAD SPIKE IN POWER POLE #71 L33, N.E. CORNER Fax: 714.986.2408 you nia +�m� RECORD DRAWINGS .5.1 3011CITY 4 F of cA�DAM �Fo rOWCED W. ow►w�o "°~
POPLNt AVE. dt SANTA ANA AVE. �. FROM Bbl B -3d. o Kamer STANDARDS I N EFFECT. 4752 6
REV. DESCRIPTION DATE ENGR. CITY DATE ENGINEER
R.C.E. 51152 TE
9
AZ
d
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0
Z
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3i
0
�i
of
J I
M
W
V
m
Q
a
Z
g.
M
F
0
W
One single nail each side
1 Prevailing wind Lodge pole �
direction Trunk
� N -o
Cinch s�h tie, do not 1
o 9
� °�� oE� g 2
ccO
T o `� � 2 7 2
c� ��o g N 3 3 8 3
--_ _ g _ op 1► 1111 I
=1 11= - 4
1l2 Specified spacing 4 I I=1 I I I I I-1 11= 6
f -
�
- o5 5
minimumSPACING AS NOTED ON PLANI741
°_i,-�ii�III=iii-��-i i 6
III III III II III_ ems- El
_ _ i I11=111=1I1=11I-I1I -
i - I -III -III -III -I I -III I � I-III-�
11=1 I I I I- ' � I �-��-' �' 7 "- ' 7
2 Spacing Planting/sf. 2X Rootball 2X Rootball
s" O.C. 4.61 � 5 5
8" O.C. 2.60
9" o.c. 1.78 LEGEND: LEGEND: LEGEND:
10" o.c. 1.66
12" o.c. 1.15 1. 1 to 15 gal. shrub. 1. Tree
15" o.c. 0.74 1. 112" I.D. reinforced rubber hose Cinch Tie (V.I.T.) 2. 4" deep water basin. 2. 4" deep temporary water basin.
18" o.c. 0.50 2. 2" dia. x 10' long lodgepole coppernap treated pine stakes. Place stakes at outer edge of rootball, 3. Finish grade. NOTES: 3. Finish grade. NOTES:
24" O.C. 0.28 and driven 24" into undisturbed grade below. 4. Backfill mix, see specifications. 4. Backfill mix, per specifications.
30" o.c. 0.18 3. Finish grade. 5. Undisturbed soil. 1. Scarify the sides and bottom of planting pit. 5. Undisturbed soil. 1. Scarify the sides and bottom of planting pit.
36'� o.c. 0.12 4. Plant pit. 6. Rootball, size varies. Set 1" above grade. 2. Prior to plant placement, fill all backfill pits with water 6. Planting tablets, per specifications. 2. Prior to plant placement, fill all backfill pits with water
LEGEND: 48 o.c. 0.07 5. Rootball.
60" o.c. 0.04 6. Undisturbed soil. 7. compacted backfill and allow to percolate into subsoil and settle prior to planting. 7. 2" approved mulch per specs. and allow to percolate into subsoil and setLI
WA
1811
vi
tA tle prior to planting.
72" O.C. 0.03 8. 2" approved mulch, see specifications. 3. Plant rootball and backfill mix must be thoroughly watered indirectly 8. Rootball, size varies. Set 1"above grade. 3. Plant rootball and backfill mix must be thoroughly
1. Shrub I Ground Cover 9. Plant tablets, see specifications. after planting. 9. Arbor Tree Guard in turf areas. watered indirectly after planting.
2. Curb, Wall, Pavement, or edge of bed.
4 Triangular Spacing Diagram Scale: N.T.s 3 Tree Staking Detail scale: N.T.s 2 Shrub Planting Detail Scale: N.T.s 1 Tree Planting Detail (see Detail 3 for staking) Scale: N.T.S
1 D7- 6 5
� I q , q •
1/41-1
1 O
bo
1 2 3 4
5 � 4 Typical Score Joint Typical Sawcut Joint
3
2 1 4 3 2 5
,.
TY 4 1 2 3
d'
� II i I -I � I -I I I -I I I- I- 'Ci' e • __
I
. oo�j o� oo� oo� oo�j
Typical Doweled Expansion Joint
LEGEND:
1. Concrete paving. See construction legend. -
2. 1/4" wide close cell foam expansion joint filler. See specifications.
3. Oversized foam backer rod below sealant.
4. 114" depth Elastometric caulking, color to match adjacent paving. L.M. Scofield Lithoseal
TrafFcalk sealant. Broadcast silica sand on caulking while still wet. Provide sample for approval. LEGEND:
5. #4 rebar unless otherwise noted in soils engineer's report, center in concrete.
1. Concrete maintenance strip per city standard. 6. Sawcut -118" wide x 113" depth of paving thickness. 1. Poured in place concrete, see construction legend for finish and color.
2. #3 rebar cont. 7. Score line -114" wide x 114" deep. Jointing per construction plan and legend.
3. Compacted subgrade. 8. Compacted subgradel sub -base per soil's engineer's report. 2. #4 rebar @ 18" o.c. each way, centered in slab unless otherwise noted in soils engineer's report.
4. Finish grade. 9. Speed dowel - No. 3 x 18" long at 24" o.c., sleeve atone end, centered in concrete. 3. Compacted subgradelsub-base per soil engineer's report.
5. Curb per civl plans 10. 1/8" raduis typical. 4. 4" pedestrian/6" vehicular unless otherwise noted in soil engineer's report.
7 Concrete Maintenance Strip Scale: 1 112" =1 ' -on 6 Concrete Paving Joints Scale: 1 1l2" =1'-0" 5 Concrete Paving Detail scale: 11/2" =1'-0"
SHOULD CONSTRUCTION OF THE REQUIRED �o�PNDsc�apF CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO BEECH AVENUE MEDIAN
HUNTER LANDSCAPE YEARS OF THE DATE OF APPROVAL SHOWN HEREON W rya ow►wH er: scuF:
BENCH MARK: 711 S. Fee Ana Street AND CARRIED FORTH IN A DILIGENT MANNER, THE Planting Details As NOTED
�� u� n_;�� K sum oF:
AE -
SAN BERNARDINo couNTY TBM PER Flab Book 4ot5/IS48 Placentia, California 92870-6706 CITY ENGINEER MAY REQUIRE REVISIONS TO THE °�NED W. "a"Pe Details
snot an a>'ol� Aug 2a, 2008
aEVATION - �o�sa.e3, DATUM • 1si2si Ph: 714.986.2400 you M PLANS TO BRING THEM INTO CONFORMANCE WITH
RAILROAD SPIKE IN POWER POLE #71 L33, N.E. CORNER Fax: 714.986.2408 you nia +�m� RECORD DRAWINGS .5.1 3011CITY 4 F of cA�DAM �Fo rOWCED W. ow►w�o "°~
POPLNt AVE. dt SANTA ANA AVE. �. FROM Bbl B -3d. o Kamer STANDARDS I N EFFECT. 4752 6
REV. DESCRIPTION DATE ENGR. CITY DATE ENGINEER