HomeMy WebLinkAboutC2.3 S MONDT MEADOWS WAY ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS
o���S�ONAT R
227 6
U
s 10/21/25 o 0
r 00 T F OF \OPPP�
�/N RONN
E ESCALATION DRIVE-SEE SHEET C2.2 I I J
z
\ I I >
Z
Cl) _
\ ��.0 N m (D _ S r'
°TNT I 1 O2 O UQ , I I �� m N N o
;IRR GIRR �� — GIRI 2 Cn \ 1 w D I I �L - � n � o w
s O I � o \ Jco' oQ
rm `
wco 'Ca
D a)
II NO O CD w
7 uN'9 ON NaL UE6 c 7N 5CD
cn z Ur� CL U
EMT 7 o ES i O o 0a � M � NN6S + N + �N 0 ON N' coMf
m � � I M U (O \� Np II I o W U > zI �Q f\ n G6 Q Q CID
00
• • • • • • LL CO CDI
oq3= cn � n U)s � � n n o� ¢m
11"117 W o
W8// 8/— F W
\ _ — S MONDT MEADOWS LANE(PUBLIC) �— —
m
� a
z
��2 2�42 5+00 I 4+00 \
//S 2 8"SS \ 8" r�" °
TOA 2743.35(HP) 0 6�p0/� r'\
o C3 p m
Q
CIO ���� W -No - - - o — No KEY MAP
C — I -1, u� o LC d z
— v o o � pg N o
Ncn � + � + r- + op � � V ■ °z
n -
P 0 N O UQ UQ 2 UQ Nco UV ' w
� � � U) C2.5 � � UH H II
II Q M \ w
N o \ \ KEYNOTE LEGEND
o
v �� II
r0 ¢' 0 o d PEDESTRIAN RAMP PER ISPWC 712A AND TACTILE WARNING SURFACE PER ACHD w
�Oy Oc•6X OG� O 2 O NCD C3 SUPPLEMENTAL SD-712 w
� N Copyright C\2025 Z
rA J ch C7 PAVED TEMPORARY TURNAROUND All rights reserved. Reproduction or use in any form °w
57 I I or by any means without written permission of 2
H Lin
Breckon Land Design,Inc.is unlawful and subject to
I criminal prosecution. 10
a
E ESCALATION DRIVE-SEE SHEET C2.2
0
ROADWAY LEGEND Z 0z
O 0
EXISTING PROPERTY LINE o
2760 2760
a
z
PROPOSED RIGHT OF WAY G - - - w o
30.00 VC PROPOSED LOT LINES z ^ ' a
ow
K=29.91 ` V3� W
Q 2755 PVI ELEV=2743.01 2755 Q N
< W
PVI STATION=6+22.61 EXISTING CONTOUR
00
10
co o cD co °
+ + 2730 PROPOSED CONTOUR co
M N CO N m
2750 fjj w w 2750 ^
0 w w m m PROPOSED EASEMENT v J0
O w
I I o
F CD p 2591.15 SPOT ELEVATION w Q =
L L O cy�
2745 + o+ M 2745
o COM `�' GRADIENT AND FLOW DIRECTION U M N II N 0.20%
II O
O 1-- (n W
0.11% m w m w EXTENTS OF ASPHALT
O W c9 Q
2740 PROPOSED GRADE 1.110, ° 2740
-2.00�o PROPOSED STREETLIGHT
EXISTING GRADE Q 0
E PROPOSED SIGN W CO rr Q
c
2735 2735LU
O LOT NUMBER N Z
� 2730 2730
ROADWAY NOTES z r ,
[EXISTING GRADE @ALIGNMENT 1. SEE SHEETS C5.1-05.4 FOR SEWER PLAN&PROFILES
D ( PROPOSED GRADE @ ALIGNMENT I r
z L
Q 2725 2725
2. SEE SHEETS C6.1-C6.4 FOR WATER PLAN&PROFILES
Q M CDM 0 N O N N (0N O � O M 0') 0)
0) O
v v M M 3. SEE SHEET C1.5 FOR SIGNAGE AND STREET LIGHTING PLAN �.W
o W
N ic"
N N N N N N N N N N N N N N N N N L O O . C
4 CONTRACTOR TO COORDINATE DRY UTILITIES&DRY UTILITY SERVICES WITH \ y W p O o J O
APPLICABLE SERVICE PROVIDERS \ U.z � , `
m O V
0 6+80 6+00 5+00 4+00 3+00 2+50 �� Z V 0 WALL ACCESSIBLE ►�
v EXCEEDING THE ALOUTES SHALL MEET LOWABLE MAXIMUMS WILL BE RNT DA GUIDELINES.EMOVED AND REPNACED AT CO 8 m]o�Q ag o m
NO QZ2z C THE EXPENSE OF THE CONTRACTOR.CONTRACTOR TO CONFIRM&VERIFY � J Q C k o W cr
0 5' SLOPES DURING STRINGLINE/FORMING PROCESS. MAXIMUM CROSS SLOPE: 1.75%, 2�'W O
T S M O N DT MEADOWS WAY DIFFER
MAXIMUM RUNNING SLOPE: CONTRACTOR TO NOTIFY ENGINEER OF REVISIONS
RECORD IF SLOPES IN FIELD DIFFER FROM THAT ON THE APPROVED PLANS.
LL
STA 3+00 TO 6+80 Description No. Date Descri
n ■ Q
30 0 30 60 90 6 0 6 12 18
co UJ
Q
HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=6'
PROJECT NO.: O
0 25027
B DRAWN BY:
CR
CHECKED BY:
JB
0 10/21/25
O
SHEET NUMBER
0
C2.3
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15