HomeMy WebLinkAboutOpen Space Exhibit Lf)
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_ _ _ _ _ _ _ _ _ _ _ W. PINE AVE.
I N
- - - - - - _
- LEGEND - - -
M—Z;r
- - - -
- —w�� - - - - - - - - - - - - - - - - - - - - -_yam_ - - - - — - - - - - - - - - - -I \
SUBDIVISION BOUNDARY LINE - - O
, _ _ _ _ _ _ _ _ _
LOT LINE - - - - - - -
BLOCK 1 1 z
SECTION LINE II 19 _ v v v I BLOCK
\ Cn
RIGHT-OF-WAY LINE ) II
- - - \ \ \ \ \ O O Q w
EASEMENT LINE _ — JI - v
vvv � 3 vv 0 50' 100' � �
X FENCE — 21 18 v �� v v BLOCK 1 Z
SANITARY SEWER LINE
W/ MANHOLE SCALE 1 = 50 J
v
WATER MAIN
IRRIGATION LINE
EP EDGE OF PAVEMENT II 22 \ 404 , \ _j U
EG EDGE OF DIRT ROAD �II A W. PIVOT PL. - - BLOCK 1 \�� '. \ \ OPEN SPACE
BOTTOM OF DITCH II 23 \ EXISTING NMID BLOCK 1 U
TOP OF BANK O 15 KENNEDY�SEMENT .'.".'.".��� ��� v v LOT 3 - 36,439 SOFT
0 O .� KENNEDY LATERAL ��v LOT 6 - 736 SOFT
NEW SIDEWALK I TO BE TILED \ a��\ \ I LOT 12 - 736 SOFT Z Q
Q Lu \ LOT 19 - 4,185 SOFT
bi I G' a,� \\ \ LOT 22 - 420 SOFT �n Z
\ �\\ LOT 33 - 2,446 SOFT V
> � 24 25 26 27 28 29 30 31 32 TOTAL = 44,915 sQFr
EXISTING PROPERTY BOUNDARY LINE — 14 4� �v 5 —
EXISTING LOT LINE w D I Q m BLOCK 2 (/� CD
EXISTING SECTION LINE (n D X Z LOT 5 - 9,496 SOFT r�✓ Q W U
A Q L.L
EXISTING RIGHT-OF-WAY LINE 0 z 13 O I O
EXISTINGEASEMENT LINE 33 Z
O BLOCK1 TOTAL SITE OPEN SPACE = 54,411 SQFT OR 1.24 ACRE U— Z 0
= I '� O EXISTINGFENCE I a BLOCK 1 BLOCK 1 TOTAL SITE = 332,794 SOFT OR 7.64 w u C)
W U
EXISTING SANITARY SEWER LINE PERCENT OPEN SPACE - 16.35% Z
W/ MANHOLE a_ �
EXISTING GAS LINE I II 12 6 I O U
EXISTING OVERHEAD POWER LINE II a
U �
EXISTING WATER MAIN �� 40 39 38 37 36 35 34 11 10 O9 O8 O7 W
EXISTING IRRIGATION LINE II 42 41 O 8
II •� O
EP EXISTING EDGE OF PAVEMENT = J
EXISTING EDGE OF DIRT ROAD
- O
— - EXISTING BOTTOM OF DITCH - W. QUARTERHORSE DR. - - - -
EXISTING TOP OF BANK
BLOCK 2
a
d EXISTING SIDEWALK
ALEXANDER LANDING
SUBDIVISION (FUTURE) m
U
X U
W W
W � �
U � Q
� W U
ACHD SIDEWALK EASEMENT W
2' BEHIND SIDEWALK
R R.O.W.
30.00'
W
20.00' 2.00' 8.00' U
ROW 0
47'-0" ROW
18.00'
2.00'
33'-0"
7.50' 5.00' 7.50' 1.00' 3.00' 2' 3.00' 2.00' 2.00' MIN 2FT SAWCUT. SEE KEYNOTE 1
2'-0" 5'-0"
16'-6" 16'-6" 5'-0" 3 EG ELEVATION SEE PLAN VIEW
2'-O"
S(OpMAX CUT 2.00% PINE AVE. VARIES SEE PLAN
14'-6" 14'-6"
f 1.75% 5.00% M X 5.00% MAX i
HWL
1
IEI I I _
3, MAk C"T s\�P� C7 N
-III III—III—III—III —III-1 I I=— S�oA
S(Opf SLOPE 2.00% SLOPE 2.00% SV�PE 1' FLAT LANDING 'I=1II=111- -III=I� +i 1 S _
�.� ' MaX
FCC CUT BEHIND SIDEWALK 1-
-III—I11==' _—III—III- 3"-ASPHALT W v5 Z�-) I
5' SIDEWALKS PER ISPWC AND -III=i1 I=1 I — _ I I—III—III '� a'
ACHD SUPPLEMENTAL DRAWING 1' FLAT LANDING IN -III _III-I I III—I I SP-3, 0.50 INCH (Y") MIX, PG-64-28. oo uJ
CONCRETE SIDEWALK PER z �' o
SD-709. SIDEWALK TO BE FRONT SIDEWALK � w - 00 o
ISPWC SD-709 (TYP) CD N o a
WITHIN t6" FROM PINE AVE. 4"-3/4" ROAD MIX OR MATCH EXISTING Q w cal
STANDARD ROLLED CURB & GUTTER (SD-702) K- J CD
ELEVATIONS WHICHEVER IS LARGER � laic) w
OR 6" VERTICAL CURB & GUTTER (SD-701) BIORETENTION SOIL 20"-6" MINUS PITRUN w z m
TYPICAL AS PER PLANS MEDIA, COMPACTED TO 95% uj
24" BIORETENTION SOIL MEDIA BEHIND CURB. SEE ACHD CCD
D w ¢ U o /
w
PER ACHD BMP 30 DETAIL BMP 30. r? m co
m o i
33' TYPICAL STREET SECTION WITH 4T ROW UNCOMPACTED BIORETENTION SOIL MEDIA, z U
SCARIFY SUBGRADE 3" MIN. BEFORE 6" VERTICAL CURB AND GUTTER PER < = Q J
BIORETENTION SOIL INSTALLATION. ISPWC AND ACHD SUPPLEMENTAL o v o LL_ o
PER ACHD BMP 30 DRAWING SD-701.
BOTTOM TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS.
IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, �S�O NA FN
CLEAN PITRUN CAN BE USED AS BACKFILL.
PINE AVE. FRONTAGE & SWALE (BMP 30) a T APPROV
04/10/24
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