7750 I
1. THE" EXISTENCE,AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE ; ® / ® o {
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO::THE BEST OF OUR xp + z / of �� r
142.0 = �, J i NI , _ _ 154.0
-KNOWLEDGE; THERE-ARE NO OTHER-- EXISTING- FACILITIES EXCEPT" AS ON THESE -- u' W t`i. j _ r_-_ +
_. _-___ _
PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO }+ ; : , d v i '� J I
in
PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR _ W' 1
NOT H• N N PLANS. ;:., rn EVE 100-YR :HGL* I 'n i CJ
SHOWN 0 THESE LADS.
'`, ._ I� - -,--r- ,- � I I 1 EXIST. GROUND ABOVE �
0 EXIS .:_30" PIPE
152.0 -J
_ XiST OUNO= AB6V ':_ .J
PROPOSED PIPE L i
138.0 _ � _ I 1� h)
1 4" `� � � ,a�"�- -- � I
-__-_ ____. __.._._. .------_-- .__ ----_..-__.
D/ 150.0
EXIST. GROUND ABOVE �
PROPOSED PIPE
OA
>/
136°0 I" . �, I 148.0
___ _ _ a_ ._.. __ -136.0- 148.Q _ ___.__ .___�_
41,
100-YR HGL* 1t
S ® { J ml 7r�
� . I 0
134.0 , , . I_ o ®.y : > 146.0
�- 2.00 Rc -134:0 14600 - - --_ _ -_ _ _
-, PLACE 4-SACK �
_I
SLURRY
to
/ 100-YR HGL* �" �✓ o
132.0 144,0
1-32.0 144.0 _--_---
I z - ;
a.
130.0 0 : 142.0
- 142.0 -
z 130.0 ,_ r -
_ 6
128.0
140.0
PROPOSED 8"
'140.101-
2, I.
0 SANITARY SEWER SCALE
126.0 30, a
138.0
- -- - -
* Cp 137.77+ INV, H®RIZ• 1 "=20'
100-YR HGL FROM STATION.-10+00 TO 12+11
. 37 LF 3 , RCP ,9
DOES NOT INCLUDE RUN-OFF OWS ;FR M : 0 G 30 RCP
U L O , ,,. "
209 "Lf - 30 RCP 2040-D 2000-D A _ - VER T. 1 =21
18-INCH RCP AT STATION 1'2+11'.' - ' `' ° ° 96 'LF 30 RCP 2000 D 8.12 L.F. 30 RCP 2000
D
Q .,.64.24 cf§ _,._ Q= 64:24 cfs _
„_ _ a u., V_.;._,7°1 I< ft/s _ _. V= 27.11 ft s Q 64.24 cfs
124.0 _ _. . .... .. . ... .... . .. ..._...- _, .. .._ ... -. . ,. f ._._ l- V= 27°11 ft s
mbi�
max / 136.0
10+00 11 +00 12+00 12+50 12+50 13+00 13+50 CONSTRUCTION NOTES
® 1
CONSTRUCT 30-INCH, 2000-D RCP PER TYPICAL TRENCH DETAIL "A".
_ -
-' - CONSTRUCT TYPE-4 STORM DRAIN CLEANOUT 9PER SAN DIEGO
\ > \ � REGIONAL STANDARD DRAWING D-9.
\ CONSTRUCT WING TYPE HEADWALL PER SAN DIEGO AREA REGIONAL
STANDARD v {
t \� -. 't. 1 ',,t F 1 •1 _ T u. 3` n,,,w.,, 'X'.._�y•h;Y "i l \\ S X : �! I
,....,..,,,. rv,.. _, \ \ \ 'r 4
NI,i . `.' _ ! Y:- Tv °` - -=_ 1 ; I`; e; \ 4 CONSTRUCT TYPE DRAWING
RIP RAP ENERGY DISSIPATER PER SAN DIEGO AREA
4 X� 6 6
- ---°
'i �"� � ( . ,\YI REGIONAL STANDARD DRAWING D-40. 2-TON RIP-RAP, T=5.4', FILTER
BLANKET MATERIAL SHALL BE TYPE B COARSE AGGREGATE FOR UPPER
�';-, , - 3� � ... ...` " \% � 1 �1 � ♦ 4 ; � FUTURE 8 INCH SEWER MAIN �", ,
> . G4e{, I 00 �`` *'' : ;U k: I ` LAYER AND SAND FOR LOWER LAYER.
V\\Q\lJ r,,,. XIS`f. 1 C L CH IELD k �I I a♦ T` _
% u 8 5
_ __ _ 5 REMOVE EXISTING DRAINAGE STRUCTURE.
IN \ it 1 OD \ ' s r"i.., S I
iii : 00 S .' `s,; _. \ --_..._.,_ . /,/ w ` �� , („i
\ ` -
\ \ %\ ��� ? - vsox `' ? ^*.\ I i 6 REMOVE PORTION OF EXISTING CHAIN LINK OR WOOD FENCE
NECESSARY
♦♦ � wv _ FOR CONSTRUCTION OF STORM DRAIN AND REPLACE UPON COMPLETION OF
u y Y--
` z °
COINSTRUCT 4 L.F. OF 18-INCH S=0.02 FT FT 2000-D RCP AND PLUG
i-°
- ,
END WITH BRICK AND MORTAR.
t
'. •4,, \ , '. r ;�. t .._g 'a.r.;t' kr- w ;z, �s ♦♦ dam` 0
t -.,..- ' - 3 I .;' \ r'" ♦ ti , ,fit ;
,, � •, � ,�' s , ,,` ! r° � ;�,! x �� � d ;c � T �, ♦♦ t', I M III ';, , ,s., --
-'i, � 8 CONSTRUCT PIPE COLLAR PER SAN DIEGO REGIONAL STANDARD DRAWING
l I �► 7- D-62.
'\, ,, � � rf I :V �ek ` � r �s0 � �_ .. Ex 4" PVC I P ♦ 'Q
✓ I REMOVE INTERFERING SEGMENT OF 12-INCH PVC AND PLUG ENDS WITH
--
NLEECH LIN? < V VAl PLACE q:\ 3x0 t3� I�� e� o ♦ i I MORTAR.
x -` \ ♦ REMOVE INTERFERING PORTION OF RETAINING WALL AND REPLACE IN KIND.
\,
* + CO CTbR TO POTHOLE,.
�7
\,l o ._ + o / AND OTECT IN ,PLACE �P 10 -
� � _ - _ / �- ° i � 2 I� I fcon;iairvER !'; ♦!�♦ � �: I � 10
n t�+ � � -_. REMOVE AC BERM.
.vv, _ 11
v
o �� 6
♦ ♦ - PROTECT EXISITING KEYSTONE WALL IN-PLACE.
1)
t
4 0 1 r° 1a e�
II
f
1 ,r
..,-
�` � I CURVE TABLE
r
' \ N' "� �`` � � �" � /~ � _ I NO RADIUS DELTA ENGTH ANGENT
5 a 30° RCP e
REMOVE EXIST. AC PAVEMENT 'e '
F 145 00 35® I >, 9
c ) / 30' R P A, ,
SAW Curl _._. _. ,z -°' - A i3 52
SAW Cur 1
TACK COAT EXISTING SURFACE �� ' 8 ° ,as. I
_ s EXIST. 3(�-INCH RCP
I
0 1-1
YPE III C2 2 A.C. TYP,CAL BOTH SIDES 1 �� � 3 eP -- E
Y �✓ d dr" 1 J _� ....�. .
r F -148,48*
TH SIDES-AR4000) K. \ f 8 ° ' ' r + I - - '
I
k
-`-< �,:r co z
I3 '
EXIST. AC + t-INCH F f f �'
r>
w_.
IN
1
INSTALL PETROMAY ,P" , .'
s OR EQUAL
f
12" BOTH SIDES
TRENCHING OUTSIDE PAMNG AREA } " " � ' I -- i � - I
THE BACKFILL TO SURFACE)
EXCEPT WHEN
NEXT TO GUTTER
THEN TO UP OF
0 GUTTER BEDDING PER STANDARD
0 " ? SPECIFICATION 306-1.2.1
co 8" MIN. - 12" MAX. B" MIN. - 12" MAX.
ROFESS/
0 3/4" CRUSHED ROCK
os GRAPHIC SCALE
L4'
SEPTEMBER 13, 2005 � N. V59991 �P� 20 '° z° ,e e°
* IXP. 6-30-06
NO T9�1 OF CW-�EO�'
( IN FEET )
1 inch = 20 ft
y
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY EN
CI N I TAS ENGINEERING DEPARTMENT DRAWING 'N0.
y E.S.G. I.E. E.S.G.
BENCHMARK: OC-0139 PL REPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR:
Q DESCRIPTION: 3" BRASS CAP STAMPED CC 739-7968 00�� DI
HORIZONTAL 1°=20° HARRIS & ASSOCIATES
w LOCATION: IN CONTH E S SIGNAL LIGHT BASE DATE: �,'1 v5 REGAL A T AI IMPROVEMENTS
� AT SOUTHWEST CORNER 750 B Street, Suite 1800 BY: � - BY:
INTERSECTION OF J STREET AND VERTICAL 1°=2° San Diego, CA 92101-8169
O HIGHWAY 101 IN ENCINITAS. 9 R.C.E. N0. 5g9a1 LEROY SODAS, RCE 2312 PETER COTA-ROBLES, RCE 52976
ELEVATION: 76.506 DATUM: SD COUNTY (619) 236-1778 *FAX (619) 236-1179 B ERGES EXP. OVIQ404 DATE: ��/J��_S� DATE:
PROJECT No. XXX SHEET 1 OF 1
w