162-08 OVERSIZE PLANS

SPECIAL NOTE CONCERNING WETLANDS
ALL KNOWN WETLANDS AND OTHER AREAS OF
ENVIRONMENTAL CONCERN CONTAINED AN THIS SITE
REVISIONS
I
VICI
W Scale
NITY MAP
Legend
EXISTING CONTOURS
17
EXISTING SPOT ELEVATION
a7
20.+
PROPOSED ASPHALT/11ARKING
EXISTING ASPHALT
PROPOSED BUILDING
EXISTING BUILDING
TO REMAIN
PROPOSED CONC. SIDEWALK/SLAB-
PROPOSED GREEN AREA
WETLAND AREA
PROPOSED CONTOUR!;
PROPOSED JUNCTION PDX
0
PROPOSED CURB INLET
PROPOSED DROP INLET
PROPOSED SWALE
PROPOSED PUMP STATION
PROPOSED BY-PASS STRUCTURE
=51
TRAFFIC FLOW
WAX MYRTLE
DWARF HOLLY
CRAPE MYRTLE
Abbreviations
EDP
EDGE OF PAVEMENT
C&G;
CURB AND GUTTER
TC
TOP OF CURB
TW
TOP OF WALKWAY
HC
HANDICAP RAMP/PARKING
R/W —
RIGHT OF WAY
FF —
FINISHED FLOOR
LINO —
UNLESS NOTED OTHERWISE
SF —
SQUARE FOOT
DIA
DIAMETER
CONC.
CONCRETE
ARE SHOWN.
C.
(5,
QP
E
404
WETL
EXISTING CULVERT ANDS V
TO REPAIR (see
S-Q —,�- IST 24 sect! n)
M EXIST. POND
A E RIC P/
EX
36" R.C.P.
MATCH W/ EXISTING RAMP Of EXIST. POND
,36" R.C.P. M
*24" DIA Storm. Pip
PIPE G
404 T AN S INE INV=10.601 Ir6l
E 10.7 NV -112.87
P"ISA 10-27'
E .95 0. 74'
C. INV, 10. 95' -7
7 13 05
\ L EXIST. POND c)5
PN ---I \ \ 404 WETLAND TO ---------------
12/21/07 CHARGE R tau
GRADES PER OWNER
1/3/08 PER TOWN
1/7/08 Existing Sidewalk
1/16/08 Per Town Comment
1/23/08 Per Town Comment
(Continuous Curbing at Parking)
2/4/08 Per Land Quality
2/5/08 Delete Driveway
2/14/08 Per Town Comments_
2/15/08 Shifted Backflow Prevent.
3/5/08 Per Town comments
3/12/04 Per Church /Residents
3/13/08 Per DWO Stormwater
4/15/08 Shift RPZ per WCWC
5/13/08 Add ACOE Wetlands Line
' ------------------------------------------------------------------------------- LEE
OF OPnc, 5/08-6/13/08-7/711)8 Per CAMA
PIPEF 5 -------------------------------------------------------------------------------------------------------------
T-C. 16 24 0 --- ------- -------------------------------------------------------------
INV=10.74 --------------------------------- -------------
cn
7
�-7 ----------------------------------
-----------------------------------------
­ ­130ttzym-of --------------------------
Ln
10
15 0 Basin Section 1-1 scale:1"=10'
4047- -1 15
+ /-- N59 17, = — - Ea�)ED-V.D ASIN 1!
ANDS S
0 - in 1301TOM ELEV.: 11.0 1
PROPOSED :' LIN�6 T r)v 171 FV 50 Droposed l3ldg
INFILTRATION PIPE V I
SYSTEM, -Tt - - - - - - - - - - - - - - - - - INV=1 6.50 2 20 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ri_;� �-� 'L�'Z 77 -, - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
19 18. --------------- -------------------- ---------
i5 44 ---------------------------------------------------------
19-12 -'.38 ------------------------ ---
+ 19-44 79
PIPE --------- --- -------
-------------------- - --- -----
IN =16.23 Ea I Hud - UFdde ------------------ zz ------------------------------------- ----------
=16.23 9 15
r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — ------ ----------------
:7= -:7= -------------------------------- -- ---------------------------- ----------------------
---------- - E � —
- ---------- 7:� ------------ --------------------------
20 014 M I --
C - --------------- -----------------------------
L-- -- I---- -- --- -- -- 7
On ----------------------------------------------- --- ---------------------------
10 -------
PROPOSED SEPTIC NITRIFICATION AREA f Proposed Basin
PROPOSED 9uttum
40' X 206' 2 Basin Section �-2 scale:V=10'
SIDEWALK
20 13,42 New 4Long 24" Culvert
M
20 ------Parking
Vsr +20.72 INV=11,
PHASE II
+20-55 1 [phone] ------------------------------- 7
21.66 --Prqposed Rqpair 15
'PRO --Waef Existing Grade _x
40� X-206 20,87 PROPOSED
F INV= 12.,' --------------------------------
+ S�IDEWALK ----------------------------- ---
X 21- 10 5 +7 07 + 74-20 -- -----------------------------
10
Material to be Excavated
PE S prior to Repairing Culvert
Av 6' 1
10 - - - - - - - - - - - - - - - - - - - - - - - - - �Pl Parking Section 3-3 scale:V=10'
INV=I 2.24
77 Typical Section of Culvert to be Repaired (NTS)
"21 —22
S. + 2�5 17.5 + 20,06 t 4 `w4--gl 22. 1 - ft '/� ---- Proposed Grado
---- -------------------------------------------
'22.S4 22,72
.4-2C- PROPOSED 25 -----------------------------------------------------------
--------------- ------ j
I- 0j VEGETATIVE FILTER ------------------------------------- --
r
CANOPY
?BREEZE (SWALE)
S-V Giadi� -----------
inn
I I - I -WAY PIPE I ---------------------------------------------
'0 ------------------------------------
��� , i ------------------------------------
----------- ---------------------------------- ----------------------------------------------
Im
22. 20
50
_4 I ffV-2 12. --------------------------
-----------------------
17.5 Do
-51 -----------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - -
0 r - - - - - - - - - - - - - - - - - - - - - - - CZ
22.8,3 -----------------------------------------------
------------------------------------------------ --------------------------------------
-----------------------------------------------
Clru + I , I
II -----------------------------
+ 15 . f
-----------------------------------------------
0 '5
+ 17.6,9 PHASE Ill
J� EXISTING BUILDIN6
-4 scale: 1 10'
PROP. BUILDING TO REMAIN
Building Section 4
�41
+22.,
F. F. = 23,16 1PI
+ t220 0 INV= 12.00
3
Ln
PINIPVE
101
r
+ 71 25 'r.
--- ------------------------------------------
+ -------------------------
---------- --------------------------------------- ----
--- - ------------------------------------------
--------------------------------
-- ------------------------------------------- ---
Pir ------------------------------------
- P,--oposed Grade
------ --- -
=12. --- - -------------------------------------------------------------------- ------ --
- - - 20 -- --------------------------- ---------------------------------------- -------- Ski ---- ------------------------------------------ -- --
XISTIING BUILDING FN—�,�� 61 P1 7
roposed-6, t ------------- --------------------------- - ---
7 I REMAIN �n f,� I/ I ---------------------------------------------
---------------------------------- ------------------------------------------ -----
PIPE H
----------------------------------------- ----
Il
INV=17.17 -------- Exi=sting--Gmde ----------------------------------------------------- lil --------------------
15
Building Section 5-5 scalel "=1 0'
4
0
,44 -�"'77
16 NIP,
Ffl1�V- 5­34
zl"!
P PROPOSED:Z,
lC
25 ---- -------------------------------------------
4 ------------------------------ ----
----------- z
18.+ Proposed Grade
;SIDEWALK ---- ----------------------------------------
---- ---------------------------------------
----------------- ---
41 ARKING SPACE -----------------
PIPE ­ , P _______________________________________AGE,_____
0
" ­,"r 3 , , , , ---- -------------------------------- -----
H
IN V= 17.02
0
�b ---- ----------
---- ---------------
--------------------------------- -----
< 4M.", ng
­7 Q
' 'j ` I I- -�- t, 20
OR 1-
CANOPY 0
- 77;�
----------------------------- --
"�PROPO E GREEN
----------------
---------------
NNI dh
E 0 E
Z
io
AREA(TYP)
X
W
ADJOINERS
rr
PIPE A
INV=13.59
rr
ADJOINERS
rT
rr
NOTES:
* UNLESS OTHERWISE SPE01FIED, PIPE MAY BE REINFORCED CONCRETE, CORREGATED METAL PIPE, OR CORREGATED
HDPE PIPE FULLY MEETING THE REQUIREMENTS OF THE N.C.D.O.T. AS SET FORTH IN THE STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES. ADJOINERS
ADJOINERS
--------------------------- -- —j C:
15.,50 15 r -------------------------------------- ----------------------------------- Q—
'�o Building Section 6-6 scale:! "=10'
< -C 0
C) L-
:3
-C
Ljj 4­0 00
a- 5� 0
PROPOSED GREEN 4 00
AREA(TYP)
--� EXISTING ASPHALT
+17. 9WITHIN PROJECT'S
BOUNDARIES
X EXISTING
\ / CUL-DE-SAC
17,71,
EDGE OF
PAVING
EXISTING STREET
(LOMA LINDA
COURT)
0'7 6­3 6
C E
10
14.4,3
GRAPHIC SCALE
40 80
( IN FEET )
1 inch = 40 ft.
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SCALE: 1 of = 40'
DATE: 12/17/2007
PROJECT: 07-047
160 DRAWN BY: PP/DKN
SHEET 2/3

SPECIAL NOTE CONCERNING WETLANDS
ALL KNOWN WETLANDS AND OTHER AREAS OF i . / REVISIONS
ENVIRONMENTAL CONCERN CONTAINED ON THIS SITE ARE SHOWN.
�..- -�` O.P• / 12/21/07 Gi'iANGE-PARKING LOT
GRADES PER OWNER
1/3/08 PER TOWN
�.� -'�-- -- I � � i -'.•'� R�W 1/7/08 Existing Sidewalk
SITCC I 6' 0
C 1/16/OS Per Town Comment
• ,� E= - ,�- ��_E 1/23/08 Per Town Comment
• • . RAW -' �7, _� 1 E E
w.;°r "�■°' y. O.P� + C --404 (Continuous Curbing at Parkins)
wE'TLgNDs
2/4/08 Per Land Quality
E.0•P A t�A . NV. 11.6 f 2/5/08 Delete Driveway
EXIST. POND
-E EXIST 2/14/08 Per Town Comments
3R.C.P
4'
6"
2/15/08 Shifted Backflow Prevent.
Cq
� +
' MATCH W/ EXISTING RAMP , - 1� v EXIT. POND 3/5 08 Per Town Comments
36„ m
�O P 3/12/08 Per Church /Reslden to
\ 3113/08 Per DWQ Storm water
� to.7 404 WETLANDS IN
A
VICINITY MAP �� � E -
- 1Nv_ � + 1z•87
2N A-�`�� 9 INV_ 10.27' _ _ I m / 4/15/08 Shift RPZ Per WCWC
N)o Scale EX 1 7, C 1 / E 5 t 10, 74 + �1ti
1 NV_ 10.95' EXIST. POND y 1 4 13.05 7,3 Os 5/13/08 Add ACOE Wetlands Line
. �\ � I _ (�
RAW I I 7\ \ \ \ 404 WETLAND 6/5/OS-6/13/08-7/7/OS Per CAMA
+ i... + w ! �n fil trotor Units I niunits oa
T.C. 16 4 , I 1,a•4g
s r.• .::.. ors o
I : 1 Total tangth 3L25,
01
Precast Septic System a
- - - - 14 _ 15 �� _.,`� 1 _!} 1 Type Distribution Box "
+ 1s.4 \ \ \ 404 - -1 •; - - - -1 5 - -35 _ - �"� +�• BROP0SEO rn I
I 8I' \ LANDS 5.16_------ 16 - _-------:.1&�. +\ 7S\ 1
Proposed infiltration LIN 6 _ - - - - - 7 '4 I
.�.. .� �. � % � � \ [� f Y Forcemaln
system {See Note) \ _ - - - 1 -7 - - - - - - -1-7 -. - -
1 y - ic Synt
- - -- - - - - - - - - - .� - _ 4 � \ � \ \\ � � I Types Dlstribst atlon sax 4' P _
1 -- 19 +19 i -- 19 - - - +18.55 ` Q 1 3I + 44
/I 19. 1 1 2 + 19:44 9 1 ` \ I ( 8 Precast Septic Systere�/ _
I es esxe ,- �- - Type Distribution Box Aos 7'910oIFFUSEA' PLASTIC
9 i) \ 1 1 �' INFM.TRATOq urea SHALL BE
.n . see s�a.a.E � �. - - .�.a ,� :_,�+.�..Y,:.- ..,n
/ \ �' .• � -• + �. - - ll. o �'iY 1i G- HW-10) oa EQUAL.
SEE ATTACHED SEPTIC PERMIT FOR COMPLETE DETAIL 6,
/ PROPOSED SEPTIC NITRIFICATION AREA \ ` ( Prefab. Flow X 206' Sputter Deuce
20 , 1 \+ 13.42 I I 1 2' ForeemaM `, PVC
NI -Select Fill Mot9� infiltrator Units (20 Req'd)
is I I r'l I-_InfAtrator Top 19.00 Select FIA_� Qev. D
-2 1 I, a_:... ..»:� ._. ..� x. .. � �.� ._.. _ ';;�,_. \ ` \ -Tree Bottom Elev. 17.6 �- Material Unit Q
I - fetrat
.. � \ t. I �� ' I -Trench do 7 e
+ Septic Ye ~� U�dfsturbed Native Material-,, 20.7 \ � I � � � � J � V Precast tic System \-
I / \ 2 � I II \ \ I � A Type Distribution Box Undisturbed Native Material-�
' 1 PHASE II 1 -wT Elev. 15.3
•
+20.55 / c+�'1ts ' 126661 _ 21 PLgposed Repair 20 I I 'PROP. BUILDIN \ �1 SHwr Eley. 15.0•• �ea..d sort. Report
I 41- X-206 20.8 7 I G \, h 1 Infiltration Bed Detail .Based upon Vincent
1 w \ // (�\ _+ 21 _ _ ( F. 2\.19 �� \ ..sets -s 4.07 +�4.2p Nos:ee
------------ _ �� _
\� 1
------ - - \ \
1 ! PROPOSES -) --22 - - -9` - -22 I \ f4�I 1 \
.� .+17.s 22-�50.06 +22PARKING 22.5 22.72 .4r _
0.27 � 2
0 \ I
+2 I`\ \
\ O 1 1 \ AN
REEZE \ I 1
+ -WAY. r
t�•51 \ \ I ( 22.50 , +
1751 �.9©\\ r8
�
I 1 1g, 2.83+
+17.68I l / +21,�- 225 1 PHASE III
1 / / +22 PROP. BUILDING
F.F. = 23.16 Di4-
1 ` y +
I i j v 14 R�
NOTES
SEAND INFILTRATION AREAS TO BE CUT
PRIOR TO SEPTIC AND INFILTRATION SYSTEM I I J Im
INSTALLATION AND FILLED AFTER COMPLETION t 9 _ Cfn
OF INSTALLATION I ) I + ;
5 16.85 I 1, 9114.89 + 7 5.50 \1? P
\ - I PHASE I
I ��g
PROPOSED PROP, BUILDING
PARKING - I F.F. = 19.30
CP j' 1s:3
66,
17
- �- 1 +16.92 / 15.79 1 5.37
o-----�-{E o E E E E E E- E - _ _ - / ��----- - -- +75.43
20' LI.E. __ + E - E 16 71- - E -
_e -_
z +' 3 �6, 16.28 -- � s� 16 _ 1 1's s2 1
33 \ 95---------
I � I �
i1 6 f + 15.03 PROPOSED / + 1% 1 j
PARKING
Ln X 1 + - 1 +71
Ital 1603
°3 15+76
+
k +5.68
'€ o r
- � � \ _ 15.6
Q I �\
1 l�16.99\ 15.g6 ---- 1E
e I-- ------- I I 6.D3 _ _ + 16.38 I 1
i I �+ �• 16;5,9
16.35 3
L
1+17'g9
.79 + 17 98 l
17j8 /
% EDGE OF
I I ( PAVING
I
I
16.27
6.36
Ef
+ 15.10
rr
14.43
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SCALE: its =�40'
Land Surveying, P.A.
sot w. a MOM pro ON M•e. OW peg ago-21n
DATE: 12/ 17/2007
GRAPHIC SCALE PROJECT: 07-047
20 40 80 t80 DRAWN BY: PP/DKN
{ IN FEET) SHEET 3/3
1 inch = 40 ft.