Item 4C - PlansCITY OF SOUTHLAKE
LOT 42X, BLOCK A
SOUTHLAKE GLEN
DOC NO. D215280370
P.R.T.C.T. /
ZONING: TZD /
JAD LAND MANAGEMENT )1LILc
LOT 1
SILVER RIDGE ADDITION
PHASE II
DOC NO. D214022161
P.R.T.C.T.
ZONING: SP1
i
i
i
MEDOFF
LOT 2
SILVER RIDGE ADDITION
PHASE II
DOC NO. D214022161
P.R.T.C.T.
ZONING: SP1
I
I
I
J & A FRITH rrcvr�R ice.
LOT 2, BLOCK 1
KIMBALL LAKES OFFICE
DOC NO. D217265943
P.R.T.C.T.
ZONING: SP2
N43°41 '16 "E
28.52'
F
N
GARRY DENMAN
LOT 11, BLOCK 1
PATTERSON'S POND II ADDITION
DOC NO. D206258413
P.R.T.C.T.
ZONING: SF20A
STILL WATER COURT
NS 38 8080° 07'E 124.06'
I
--------------------, I
I r I
I iT 10' TYPE B BUFFERYARD
• II I
LOT 1
209 SF
z0G� I
I
L---------------------
N I
�I I 1
w
N90°00'00"W 141.66' -
N90
F ter___
I
S88°09'26"W 170.63'
6
NL
DO
P.R.T.C. .
GREGORY B. ASHER
LOT 1, BLOCK 2
ESTANCIA
DOC NO. D212055463
P.R.T.C.T.
ZONING: RPUD
10' LANDSCAPE BUFFER YARD
EASEMENT
DOC. NO. D212055463
P.R.T.C.T.
All that certain 3.749 acres of land, out of the 4.063 acre tract, described in the deed Baylor University (507), Anne
Thomas (259) and Crae Hillman (259), recorded in Document Number D2201OJ250 in the Deed Records of Tarrant County,
Texas (D.R. T.C. T.), in the Samuel Freeman Survey, A-525, City of Southlake, Tarrant County, Texas, and more particularly
described by metes and bounds as follows: (All bearings shown hereon are based on the Texas Coordinate System of 1983,
North Central Zone)
BEGINNING at a 3/4" iron pipe found for the northeast corner of said 4.063 acre tract, common to the southeast corner of
Lot 14, Block 1, Patterson's Pond ll Addition, recorded in Document Number D206258413 in the Plat Records of Tarrant
County, Texas (P.R. T.C. T.) and in the west line of the 2.034 acre tract described in the deed to Peter Azomor, recorded in
Document Number D2041 JO601 D.R. T. C. T.
THENCE South 00° 47' 55" West along the east line of said 4.063 acre tract, passing at a distance of 180.48' a 3/4" iron
pipe found for northwest corner of Lot 12R1, S. Freeman No. 525 Addition, recorded in Document Number D22020775J
P.R.T.C.T, and continuing along the east line of said 4.063 acre tract, for a total 281.75' (deed called 282.11) to a 112"
iron rod with a cap stamped `SPRY" set for the southeast corner of the herein described tract, common to the southeast
corner of said 4.063 acre tract, from which a 5" Steel Post bears South 66° 11' 27" East-10.78'
THENCE South 88° 09' 26" West along the south line of said 4.063 acre tract, common to the north line of Estancia,
recorded in Document Number D212055463 P.R. T.C. T., passing at a distance of 366.47' a 112" iron rod found for the
northwest corner of Lot 7, Block 1 of said Estancia, and passing at a distance of 406.47' a 112" iron rod with a cap
stamped `Burks" found for the northeast corner of Lot 1, Block 2, of said Estancia, continuing along the south line of said
4.063 acre tract a total distance of 577.10' to a 112" iron rod with a cap stamped `SPRY 5647" set for the southwest
corner of the herein described tract, common to the southeast corner of the 0.140 acre right-of-way dedication, recorded in
Document Number D211021555 D.R. T.C. T.; and in the east right-of-way line of said North Kimball Avenue;
THENCE North 00' 49' 31" West - 261.36' along the east right-of-way line of said North Kimball Avenue, common to the
east line of said 0.140 acre right-of-way dedication, to a 112" iron rod with a cap stamped `Brittain & Crawford" found
for the south corner of the southeast right-of-way cutback line, at the intersection of the east right-of-way line of North
Kimball Avenue (R.O. W. Varies), and the south right-of-way line of Still Water Court (50' R.O. W.), common to a point for
corner of the said 0.140 acre right-of-way dedication.
THENCE North 43° 41' 16" East - 28.52' along said southeast right-of-way cutback line, to a 112" iron rod with a cap
stamped `Brittain & Crawford" found for the east corner of right-of-way cutback line, common to the northeast corner of
said 0.1440 acre right-of-way dedication, and in the south right-of-way of said Still Water Court, common to the north line
of said 4.063 acre tract;
THENCE North 88° 08' 30" East along the south right-of-way line of said Still Water Court, common to the north line of
said 4.063 acre tract, passing at a distance of 353.54' on `X" found in concrete in the center of the cul-de-sac of said
Still Water Court, bearing North 01 ° 51' 30" West - 25.00; continuing along the north line of said 4.063 acre tract, common
to the south line of said Lot 14, Block 1, Patterson's Pond ll Addition, for a total distance of 565.09, to the POINT OF
BEGINNING and containing 3.749 acres of land.
�I
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3
0'00 "W
20.07'-J
I
� I
I
JAMES H. AMOS JR.
LOT 12, BLOCK 1
PATTERSON'S POND II ADDITION
DOC NO. D206258413
P.R.T.C.T.
ZONING: SF20A
0
AIRR°nR'.3n"F 164.60'
65. 09'
\ I L22
THOMAS WALTZ
I LOT 14, BLOCK 1
PATTERSON'S POND II ADDITION
DOC NO. D206258413
P.R.T.C.T. 7,5' UTILI
ZONING: SF20A
N88 °08'30 "E 206.43'
II
I
I
ENT
413
7
PETER AZAMAR
SAMUEL FREEMAN SURVEY
ABS. 525, TRACT 5C1 B & 5D01 A
DOC NO. D204130601
P.R.T.C.T.
ZONING: SF1-A
L12- I J I �- ---- --- - - - - - -
I I 5' UTILITY EASEMENT
C
I
r -
- - - - - - - - - - - - - - - - - - - - - - - - --
II I
LOT 1 I 16
1I
jI I 26,905 SF I I
LOT 2 / / ` I PETER AZAMAR
6
23, 704 SF 10' UTILITY / I 1q' SAMUEL FREEMAN SURVEY
O 525 TRACT 5C1B1 & 5D1A1
EASEMENT �\ Q & 5D1 B
\ DOC NO. D204130601
/ \� \ I • P.R.T.C.T.
/ ZONING: SF1-A
10' UTILITY F 203
EASEMENT / N
20 SANITARY,,-,,,
SEWER /
EASEMENT/
6
Ljqj�v
N
101�?s
CO TSWOLD
VALLEY
COURT
_L2
9 2 E 11%
\ \ 55' O
Q)
�C;� 10 UTILITY EASEMENT o -- - -
n
I -LOT 2 I wI
G / L 0 T 5 V A A\ 31r783 F
/2 SF \ V I �nI
10' UTILITY EASEMENT
7 \ \ \ DRAINAGE EASEMENT DOC. NO. D220207753
OP.R.T.C.T.
(j)
/PEDESTRIAN ACCESS I INDY ZIGLAR OATES
I ' EASEMENT I I I SA UEL FREEMAN SURVEY
O
I 10 UTILITY EASEMENT 525 ADDITION
I o I - - - NO. LOT 12R2
_
I J L - - - - - - - DOC NO. D220207753
L__--------------- - - -�_ -
cn 50� I ZONING: SF1-A
S88°09'26
88 °09'26 "W 216. 08'
'►I - "W 577.10' I
S88 09 26
.
I
10' UTILITY EASEMENT
DOC. NO. D212055463
P.R.T.C.T. I OPEN SPACE
PAUL G. DOLL I LOT 5, BLOCK 1
\ 5' PEDESTRIAN ACCESS EASEMENT LOT 7, BLOCK 1 ESTANCIA
DOC. NO. D212055463 ESTANCIA DOC N0. D.C.T. 463
P.R.T.C.T. DOC N0. D212055463 P.R.T.C.T. I
P.R.T.C.T. ZONING: RPUD
\ ZONING: RPUD
I I
I i I
TYPICAL LOT DETAIL
7 T
40' R£ARYARD SE78ACK
r- - - - - -
II 6
I�
&I I�
I�
I I�
35' FRONTYARD S£78ACK
10' P£D. ACCESS DRG & UTILITY ESMT
. ROW . .
LAND USE SCHEDULE
EXISTING
DENSITY -
OPEN
LAND
EXISTING
PROPOSED
NUMBER
GROSS
DU / GROSS
SPACE
USE
ZONING
ZONING
OF LOTS
ACRRAGE
ACREAGE
AREA / Z
MEDIUM DENS/ TY
RESIDEN TIAL
AG
SF20-A
6
J. 749
1.6
L 0 TS/ACRE
0 SF / 07
OWNER:
SI CEM 6 03, L L C
P.O. BOX 92446
SOUTHLAKE, TEXAS 76092
PHONE: (817) 946- 0346
CONTACT.- DEAN DECAVITTE
ENGINEER. -
ICON CONSULTING ENGINEERS, INC.
2840 W. SOUTHLAKE BLVD., SUITE 110
SOUTHLAKE, TEXAS 76092
PHONE. (817) 552- 6210
CONTACT. CLAYTON REDINGER
0 15 30 60
( IN FEET )
1 INCH = 30FT
VICINITY MAP
SCALE: 1 " = 2000'
I r/-,\rnIr\
0 EXISTING TREE
PRELIMINARY PLAT
OF
PE"13 t`7-0?% rOV
BEING
J. 74 9 A CRES
St TUA TED IN THE
SA M UEL FREEMAN SUR VE Y
ABSTRACT NO. 525, TRACT 5A 03
CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS ,
6 RESIDEN TIAL L 0 TS
LAND USE DESI GNA TION: MEDIUM DENSITY RESI DEN TI A L
PROPOSED ZONING. SF20-A
CITY CASE # ZA20-0082
OCTOBER 2021 SHEET 1 OF 1
RATIONAL METHOD RUNOFF CALCULATIONS (EXISTING)
AREA NO.
AREA(AC)
DESCRIPTION
C' VALUE
Tc(MIN)
11 (IN/HR)
01 (CFS)
110 (IN/HR)
010 (CFS)
1100 (IN/HR)
0100 (CFS)
OA
0.8
RES (A-21)
0.52
15
3.23
1
5.34
2
8.02
3
A
1.1
UNIMPROVED
0.30
15
3.23
1
5.34
2
8.02
3
B
2.7
UNIMPROVED
0.30
15
3.23
3
5.34
4
8.02
6
DP -A
1.9
MIXED
0.39
15
3.23
2
5.34
4
8.02
6
cn
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)
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LEGEND
NAME
DRAINAGE AREA LABEL
�Ql
FLOW ARROW (POST -PROJECT)
DRAINAGE DI VIDE
poi EXISTING CONTOUR MINOR
-500- — EXISTING CONTOUR MAJOR
i
I
0 15 30 60
( IN FEET )
1 INCH = 30FT
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Dote: 1012712021
Scole: 1 "=30'
Drawn By DSM
Reviewed By CTR
Project: 5235- 01
SHEET
2
LEGEND
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR NAME
SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) DRAINAGE AREA LABEL
AC 10
J. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
FLOW ARROW (POST —PROJECT)
DRAINAGE DIVIDE
— —501— — EXISTING CONTOUR MINOR
12'
RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED)
AREA NO.
AREA(AC)
DESCRIPTION
C' VALUE
Tc(MIN)
11 (IN/HR)
01 (CFS)
110 (IN/HR)
Q10 (CFS)
1100 (IN/HR)
Q100 (CFS)
OA
0.8
RES (A-21)
0.52
15
3.23
1
5.34
2
8.02
3
A
2.3
RES (A-21)
0.52
15
3.23
4
5.34
6
8.02
10
B
1.5
RES (A-21)
0.52
15
3.23
3
5.34
4
8.02
6
DP -A
3.1
RES (A-21)
0.52
15
3.23
5
1 5.34
9
8.02
13
'SAS -BUILT PLANS FOR PATTERSON'S POND STORM DRAIN AT DP-1 ANTICIPATED 25 CFS.
15"S� 15"%—
,,� l 1 I ? LOT 1 — I,
23, 209 SF
/
-593,OD
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- 1 - - -
/ ( — 59
N 3:596 L
\`S99 \ \ I 1L�0 T 3 Il
20,211 SF
/ II I I I I \
/I—I----� -- +---
I / I N
r--04
rr—lJ
$„w\l8„w J 18 w/
I� W
I /1 I I I \' I I
-500- — EXISTING CONTOUR MAJOR
DRAINAGE NOTE:
AS —BUILT PLANS FOR PA TTERSON'S POND ADDITION SHOW THE EXISTING
UNDERGROUND STORM DRAIN SYSTEM AT DESIGN POINT 'A' ANTICIPATED
25 CFS AND DISCHARGES DIRECTLY TO A FEMA REGULATED FLOODPLAIN
WITH A CONTRIBUTING DRAINAGE AREA OF APPROXIMATELY 423 ACRES.
IN THE PROPOSED CONDITION, DESIGN POINT A HAS A DRAINAGE AREA OF
3.1 ACRES WHICH IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA,
AND WELL BELOW THE GENERALLY ACCEPTED 10% ZONE OF INFLUENCE.
DISCHARGE FOR THIS DEVELOPMENT WOULD HAVE NO SIGNIFICANT IMPACT
ON DOWNSTREAM CONDITIONS AND CAN BE SAFELY CONVEYED TO AN
ESTABLISHED DRAINAGE EASEMENT THROUGH EXISTING INFRASTRUCTURE
WITH ADEQUATE CAPACITY. THEREFORE DETENTION IS NOT RECOMMENDED
FOR THIS DE VEL OPMEN T
0 15 30 60
( IN FEET )
1 INCH = 30FT
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SITE 3,E"EBOUGH
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SCALE: 1 " = 2000'
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0.8 3 ��'
-y — — 3„w / _�- 8„w /-- ew $ w o' cl
WATER COURT \
s / 1 IIV
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26,905 S \ \ I V I I 57 ��,�/ r l
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23, 704 SF — s89,
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Date: 1012712021
Scale: I "=30'
Drawn By DSM
Reviewed By CTR
Project: 5235— 01
SHEET
3
NO TES:
LEGEND
1.
ALL SEWER LINE SHALL BE SDR-35 PVC.
J
J
2.
ALL WATER PIPE SHALL BE SDR-18 C-900.
PROP.
8" WA TER LINE
J.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY
PROP.
FIRE HYDRANT
Y
OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
4.
ALL SEWER SERVICES ARE PRIVATE.
PROP.
SEWER MANHOLE
z
5.
ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE
METER AND PUBLIC FROM THE METER TO THE WATER MAIN.
PROP.
8" SEWER LINE
RkwooO
6.
ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE
- - PROP.
CULVERT��
RAINTREE
FROM DRAINAGE STRUCTURES AND SEWER SERVICES.
7.
THE LOCATION OF EXISTING WATER AND SANITARY SEWER
EXIST.
WATER MAIN
O
SITE
GREENBOUGH
UTILITIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND
EXIST.
SEWER MAIN
o
ROLLING
COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO
Q
THIS PLAN.
0 15 30 60
co
8.
ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF
S.H.
114
42 " UNLESS o THER WISE NOTED OR EXPLICITLY APPROVED BY THE
CITY ENGINEER.
9.
FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT
( IN FEET )
LEAST 3' BEHIND BACK OF CURB.
1 INCH = 30FT
10.
PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT
VICINITY MAP
AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO
SCALE.
1 " =
2000'
BURIAL.
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8 ,W — 8—W
8"W
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LOT 1
23, 209 SF
I
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LOT 3
20,211 SF
I
STILL WATER COURT
i
20' SANITARY
SEWER EASEMENT
LOT 2
25,704 SF
10' PEDESTRIAN
ACCESS, DRAINAGE &
UTILITY EASEMENT
H
COTSWOLD VAL
LEy COURT
EX CURB INLET TO
BE RELOCA TED
0
/ LOT 3
/ 20,282 SF
I
I
EXISTING
FIRE HYDRANT
I
CONNECT TO
EX 8" WATER
= — — — — — — — — — — — — — -
I II
LOT 1
26,905 SF I
I�
10' PEDESTRIAN
ACCESS, DRAINAGE & \ /
UTILITY EASEMENT /
I I _
I\ LOT 2
\ 31, 783 SF I
II
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CITY CASE NO. ZA20-00821
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Date: 1012712021
Scale: 1 "=30'
Drawn By DSM
Reviewed By CTR
Project: 5235- 01
SHEET
4
TREES TO REMAIN
Tree #
Size & Species
5265
8" ELM
5333
13" HACKBERRY
5334
13" HACKBERRY
5335
6" HACKBERRY
5336
16" HACKBERRY
5337
12" HACKBERRY
5338
13" HACKBERRY
5339
8" HACKBERRY
5340
10" HACKBERRY
5341
6" HACKBERRY
5342
8" HACKBERRY
5343
13" HACKBERRY
5379
12" HACKBERRY
5380
8" HACKBERRY
5381
18" ELM
5382
6" HACKBERRY
5383
5" HACKBERRY
m-
12.
TREES TO REMAIN
Tree #
Size & Species
5384
5" HACKBERRY
5396
7" HACKBERRY
5414
HACKBERRY 2X5+2X10+9
5415
HACKBERRY 4+5+7+8
5416
HACKBERRY 3X7
5422
6" HACKBERRY
5423
6" HACKBERRY
5424
8" ELM
5446
12" ELM
5447
9" HACKBERRY
5448
5" HACKBERRY
5487
36" ELM
5496
30" ELM
5498
12" ELM
5499
8" ELM
5500
6" ELM
5502
8" ELM
TREES TO REMAIN
Tree #
Size & Species
5519
12" HACKBERRY
5520
13" HACKBERRY
5529
8" HACKBERRY
5530
8" HACKBERRY
5532
18" ELM
5536
6" HACKBERRY
5537
10" ELM
5538
11" ELM
5539
14" ELM
5562
6" ELM
5563
6" ELM
5565
11" ELM
5568
12" HACKBERRY
5602
9" PECAN
5603
TREE CLUSTER 2X6
5604
6" OAK
5605
8" OAK
TREES TO REMAIN
Tree #
Size & Species
5607
12" HACKBERRY
5608
12" HACKBERRY
5610
6" ELM
5613
24" BOIS D'ARC
5616
8" BRADFORD PEAR
5617
4" BRADFORD PEAR
5618
6" BRADFORD PEAR
5619
TREE CLUSTER 2X5+2X6
5622
24" ELM
5623
2X12" ELM
5626
6" ELM
5627
6" ELM
5628
7" ELM
5629
8" ELM
5630
7" ELM
5631
8" ELM
5633
8" ELM
TREES TO REMAIN
Tree #
Size & Species
5634
5" ELM
5635
10" ELM
5637
6" PECAN
5638
6" ELM
5639
7" ELM
5640
6" ELM
5641
6" ELM
5672
30" OAK
5674
2X8 CHINABERRY
5686
2X8 BRADFORD PEAR
5687
6" ELM
5688
7" ELM
5689
6" HACKBERRY
5690
10" HACKBERRY
5692
9" BOIS D'ARC
5693
6" HACKBERRY
5695
14" ELM
�352
\ 15358
I 5601 15353�
54 0
N I I
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5496
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TREES TO REMAIN
Tree #
Size & Species
5699
6" HACKBERRY
5704
20" CEDAR
5705
10" HACKBERRY
5706
10" HACKBERRY
5707
7" HACKBERRY
5708
10-6" HACKBERRY
5712
14" ELM
5713
12" ELM
5714
7" HACKBERRY
5716
7" ELM
5717
24" HACKBERRY
5721
28" OAK
5723
30" OAK
5767
6" MESQUITE
5768
6" MESQUITE
5769
7" MESQUITE
5770
6" COTTONWOOD
TREES TO REMAIN
Tree #
Size & Species
5771
7" WILLOW
5788
6" ELM
5789
6" ELM
5790
7" ELM
5791
6" ELM
COTSwOL,0 VAL
LEy COURT
i
45466 i
�546�
54�9
. I �
55
1 1
TREES
TO BE REMOVED
Tree #
Size & Species
5352
10" ELM
5353
5"
HACKBERRY
5356
30" CATALPA
5358
6"
HACKBERRY
5359
6" ELM
5360
8"
HACKBERRY
5372
12" ELM
5373
10"
HACKBERRY
5374
6"
HACKBERRY
5375
8"
HACKBERRY
5376
6"
HACKBERRY
5377
16"
HACKBERRY
5378
10"
HACKBERRY
5385
8"
HACKBERRY
5386
8" ELM
5387
6" ELM
5388
6" ELM
TREES TO BE REMOVED
Tree #
Size & Species
5389
8" HACKBERRY
5390
5" HACKBERRY
5391
5" HACKBERRY
5392
8" HACKBERRY
5393
16" ELM
5394
7" HACKBERRY
5395
12" ELM
5429
7" CATALPA
5436
8" BRADFORD PEAR
5453
17" HACKBERRY
5454
25" HACKBERRY
5456
6" ELM
5457
5" ELM
5465
5" CATALPA
5466
6" CATALPA
5469
9" HACKBERRY
5503
16" TREE
TREES TO BE REMOVED
Tree #
Size & Species
5504
8" ELM
5509
7" ELM
5510
6" ELM
5511
6" HACKBERRY
5514
HACKBERRY 5+2X6
5516
12" HACKBERRY
5527
13" HACKBERRY
5575
16" ELM
5577
12" HACKBERRY
5595
7" ELM
5596
7" ELM
5597
7" ELM
5598
7" HACKBERRY
5649
30" ELM
5675
6" ELM
5676
6" ELM
5677
6" ELM
TREES TO BE REMOVED
Tree #
Size & Species
5678
16" ELM
j 5790/y�
°0- 5768
0' CI _ —58) 67 5788—� i
—582— 5771 1 / l
— — -- — — 583 - 5770 I •
—584 I �/69 5672
\ I \ o h
/ 57,7
/ \� �56 �1 5699 -01
I
LOT 1
/ 26,905 ,SF I I
�
/ J
/ 15686 I
1568� �716
569
J 5B88
568--
9 .
/ 5693
/
5581 / P712 /
5582 5676 677 /
c 5584 5596 5597 _ — J 6 9
\ / / 558F- 585 / / / / / 5713 /
r /
537" • / �: / ` -5683
5372 / / �5682 681 / 639
s 675 �5681 /
5)598 5640
575 / / / / / 559 567 5599 // 5637
49 / V / / / 5634—
/ / / / 5635
�5155 / / / / / 5641 / 563
463 •� / / / / / // 3 31 OT 2 F � 5631
56 •
♦ / � LOT 3 � / l � / � l �5630
\�// � � 5629
/ 5577 9,282 S / l / / / / 562
5
/5602 / 5616
D-553� / / / / / / / / 5607--\ 561
5527 / / / / / N 5619
5538 4 / " ��� hq� h�0 / 5604_
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/ 5536 \ 5568 /6565 / 5563
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O
0 15
30
60
( IN FEET )
1 INCH = 30 FT
J
J
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m
Y
Z
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RAINTREE
SITE GREENBOUGH
r ROLLING
0
=,
Q
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VICINITY MAP
SCALE: 1 " = 2000'
LEGEND
I
TREE TO REMAIN
TREE TO BE REMOVED
MARGINAL TREE
■ ■ ■ ■ ■ ■ TREE PROTECTION FENCE
TREE PRESERVATION CALCULATIONS
TOTAL EXISTING CANOPY 48,180 S.F. (29.5%)
REQUIRED CANOPY PRESERVATION 28,908 S.F. (60.0%)
PRESERVED CANOPY 30,912 S.F. (64.2%)
I REMOVED/MARGINAL CANOPY 17,268 S.F. (35.8%)
5707
—5706
5708
I
I I
—15714I
I
I
I I
I
1
• i5633
5626
5623
• 5622 I
l
5610
CITY CASE NO. ZA20-0082
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Scale: 1 "=30'
Drawn By DSM
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Project: 5235— 01
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CONCRETE STREET PAVEMENT
CONCRETE SIDEWALK PAVEMENT
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CITY CASE NO. ZA20-0082
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Date: 1012712021
Scale: 1 "=30'
Drawn By: DSM
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Project: 5235— 01
SHEET
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