7789 10' TO R/W S11
a
3 B I ° 10' TO OF SLOPE OF SLOPE BLVD• z°
JOIN EXIST. LEUCADIA
EXIST. TOE
TOE OF SLOPE ti w 6 a
4 O!n C)m O Z U S9y99yy
U � o W
3 I__:z it v CURB OUTLET PER D-25 1O
1 ` EXIST. SLOPE w of U)i N 30
� rjo :. p ° T S21
A I II I EXIST. CONC. ( — A w J
SIDEWALK PORTION f Z °I ° I s9 DNS
II I XIST. CONC. SPLASH EXIST.A w N 0 ° \ E 1 PROJECT
TO BE REMOVED PAD-TO BE REMOVED 8< F- 4 ° _ a : ° 2 g
CoNC Ir w f� LOCAl10N
DITCH - it,z0 d.\- _ B
EXIST. CONIC CURB ( I I I I D v 3 0 ___ JOIN EXIST. d - ENCINITAS
& GUTTER TO BE II ° - ° JOIN EXIST. l�s
REMOVED DRAINAGE DITCH q
' i� e ° SANTA FE DR, C gq•9,y
HTq y
5' SIDEWALK °" 9 qa �o
PER G-7
4 ` °z
CON
PLAN VIEW— EXISTING CONDITION TYPE G PERG. CURB & BIRMINGHAM 59
GUTTER PER G-2 I DRIVE
NO SCALE PLAN VIEW—NEW CONSTRUCTION 0
3 NO SCALE
EXIST. CONC.
10 DRAINAGE DITCH / 10' TO 13' TO TOE OF SLOPE SAN _
r
VARIES 10' TO 13' EUJO 10' 2' LAG00
5' ❑3 I 2. 1,
3 w 521
EXIST. CONC. SIDEWALK I O TYPE
DA 25 ® 30' SKEW w ° N VICINITY MAP
1 3 PORTION TO BE REMOVED
JOIN EXIS11NG CONC.
DRAINAGE DITCH NO SCALE
—��_EXIST. CONC. CURB & GUTTER TYPE G CURB & GUTTER O2 CONSTRUCT TYPE D DRAINAGE
PORTION TO BE REMOVED /EXIST. CONC. SPLASH PER G-2 DITCH PER D-75 TO INTERSECT®
PAD-TO BE REMOVED 2 FLOWLINE OF CURB OUTLET
SECTION A—A EXISTING CONDITION SECTION B—B NEW CONSTRUCTION
NO SCALE
NO SCALE
DEMOLITION NEW CONSTRUCTION NOTES:
� REMOVE A.C. PAVEMENT 0-- CONSTRUCT CURB OUTLET PER SDRSD D-25 RECONSTRUCT FOUR EXISTING CONCRETE SPILLWAYS LOCATED ON
�REMOVE EXISTING AIR BLOWN MORTAR (ABM) SPILLWAY 2 CONSTRUCT TYPE G CONCRETE CURB AND GUTTER PER SDRSD G-2 THE SOUTH SIDE OF ENCINITAS BOULEVARD BETWEEN
VILLAGE PARK
3 REMOVE EXISTING CONCRETE CURB, GUTTER, AND SIDEWALK � WAY AND WILLOWSPRING DR.
�— CONSTRUCT SIDEWALK PER SDRSD G-7
�SAWCUT EXISTING A.C. PAVEMENT -CONSTRUCT A.B.M. SPILLWAY TYPE A CURB OUTLETS ARE TO BE CONSTRUCTED AT A 30° SKEW
Q— CONSTRUCT 6" A.C. PAVEMENT (C2-AR4000) OVER 9" CLASS 11 BASE OPPOSITE TO THE DIRECTION OF FLOW IN THE GUTTER.
6�—COLD PLANE EXISTING A.C. PAVEMENT 2" DEEP AND OVERLAY WITH
2 THICK A.C. PAVEMENT (C2-AR4000). 1/2" MAX. AGGREGATE PAVEMENT SEE STANDARDS D-25 AND G-7 FOR ADDITIONAL CONSTRUCTION NOTES. /
REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL o
SPILLWAY RECONSTRUCTION
155+64.22 8C
WELL MONUMENT
SDCO ENG DEPT -
6" 3' �6- SURVEY MON. 1968
N 8326.69
E 11150.34
EL=147.15'
mL i- z
V
1
ui.
3" 470-C-2000 CONCRETE OR 3" O
2500 PSI, AIR PLACED CONCRETE \ y r Q
l
WITH 1 1/2"X1 1/2" 17 GAGE STUCCO
NETTING. -u
SECTION C—C "• SCALE 1"=10'
NO SCALE
C)
A
- ,
0
F 1,
10' 5' 0' 10'
" lx - L.F. 6" CURB PER G-1
1,1 -
_
- " � � 1 ` � 10 L.F. t TRANSITION FROM
12
6" CURB TO SECTION A-A
<kN -
-'"
1 '
� O C:M
FA=f4DJ6
o
v
y
1 TOP OF CURB ROADWAY SURFACE �� ' \�� ' " -'"'��-` � 6 L.F. �- TRANSITION FROM
i
C — �—
I
r
- 6" CURB TO SECTION A-A
4 5 1 2 PCC 5 sv ! % / o 2 Z
560–C-3250 \
3" 470-C-2000 CONCRETE OR 3" — r F _ 1 U
= Z - DEMOLITION
2500 PSI, AIR PLACED CONCRETE
WITH 1 1/2"X1 1/2" 17 GAGE STUCCO " •• s ✓
--- �`' 3\. 3 _ -� t 1�— REMOVE A.C. PAVEMENT
NETTING. — _
.. ., ;- _ _ ._. __ - - - � ;6�• '� l -- ....,.� I _re;< i ' �` ' L
REMOVE A.C. BERM
% REMOVE BARBED WIRE FENCE
_ — ��� k
y - – " / /. AS NECESSARY FOR SPILLWAY
= / ! CONSTRUCTION. REPLACE WHEN snwcur EXISTING A.C. PAVEMENT
d 3't 12" 12" 2' / FORM CHANNEL FROM 316" C MP.TO 24" R.D.P. WITH
; � , COMPLETE
\
3' '470 CONCRETE OR 's" 2500 PSI,' AIR PLACED 1; NEW CONSTRUCTION
2 `CONCRETE WITH 1 1/2 X1 1/2 17 GAGE STUCCO NETTING
LACED`TO ELE�(ATION 1 2.5. PLACE 2 CU. YD!S. LIGHT CLA\sSI
a— CONSTRUCT 6" CONCRETE CURB PER SDRSD G-1
m o — � \ \ RIPRAP IN�SJREA FLOWLhNE AT ENTRANCE TO', SPILLWAY - ± CONSTRUCT LIGHT 40N OR LASSQ
RIP-RAP ONLFILTER BLANKET CONSISTING OF SHEET
p c' ` AND
cl
SECTION D D o
S
o o \. 4y 4o-CONSTRUCT 5 1/2" PCC 560-C-3250 OVER 9" CLASS II BASE
NO SCALE j>z
m L 55 CONSTRUCT 6" A.C. PAVEMENT (C2-AR4000) OVER 9" CLASS II BASE
6O—COLD PLANE EXISTING A.C. PAVEMENT 2" DEEP AND OVERLAY WITH
y 6 �' 2" THICK A.C. PAVEMENT (C2-AR4000). 1/2" MAX. AGGREGATE PAVEMENT
n y REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL
wm
War' °
� m w DESIGNED BY DRAWN BY CHECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RAF MLS RAF APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
E
BENCHMARK: AS-BUILT R.S.458-66 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP PR9 VED PUBLIC IMPROVEMENT PLANS FOR:
w b�� DESCRIPTION: I.E. 24" CMP
HORIZONTAL 1"=10' /� DRAINAGE IMPROVEMENTS ON ENCINITAS BOULVARD AT SAN 0024-D1
O / G
LOCATION: SOUTHWEST CORNER OF DATE:
a ENCINITAS BLVD & SAN BY: 8Y:
3 ELIJO REFUSE AREA RD. ELIJO REFUSE AREA ROAD AND FOUR SPILLWAY LOCATIONS
o VERTICAL R.C.E N0. LEROY BODAS, CE 0.22312 PETER COTA-ROBLES,RCE 52176
ENGINEER EXP. DATE: 10101-05 DATE: /p 3�p� WORK PROJECT NO.
ELEVATION: 140.50' MARCO de STINKSHUN CMD 99B SHEET 3 OF 8
560-C-3250 CONCRETE
AT SIDES AND BOTTOM Sil
LELICAOIA o
NOTE: BLVDD Z
CAUTION MUST BE EXERCISED DURING CONSTRUCTION DUE TO THE
PROXIMITY TO EXISTING GAS LINES. REPRESENTATIVES FROM SAN 4 �`, o S9�9P92oy
DIEGO GAS AND ELECTRIC MUST BE PRESENT DURING CONSTRUCTION.
?s \ v
d
s21
n
' S9 S
j�, TON LOCATION d S
xs DQ
O
ENCINITAS Fy
n
WIRE DRAIN TO PIPE
S
d / SANTA EE DR. �O `r9 C
.�.2 2
o
BIRMINGHAM o ¢
\.
DRIVE
x x
a P , 5
�Ik
1. SAN
DO
LAGOO
36" MIN. SSx° szi
SLOTTED DRAIN NEENAH I s�` \ ����oJ� o yv`
R3599—A SLOTTED VANE ® `� p �P 3
DRAIN OR APPROVED EQUAL I 1. �. X06 VICINITY MAP
EXISTING PAVEMENT FASTEN CASTING .. 2 �� oeP �GQa �P`'o ryry '' 6as NO SCALE
SECURELY TO PIPE
WITH WIRE
-.- �0
n a c i '• 1 8 1, G x Q��� �9 qh Q t 0' Q��w 6
a
,
,
#4 STIRRUPS ;' i � �A'��0o}PO
® 24" O.C. �� P G
\/\/\ 4 �D 6" O.C. SCALE 1"=10'
w. 2
e n -tea
co
If
(0 x JQ� g i 2:,
15" RI SDR-35 PVC 560-C-3250 CONCRETE J E`; ; "'
AT SIDES AND BOTTOM " 3 y 10' S' o' 10'
WELL MONUMENT
l
Eli ��/ i E4 FL i � �; SDCO ENG DEPT
SURVEY MON. 1968
N 7910.70
VANE DRAIN DETAIL J I I Ir J 4' E 11650.07
,
N.T.S. b/ \
9 E.
�, ��i/� C 4'' I l i I i �v• E/ ii;> I -adry <..RS 'p��
C
SLOTTED VANE DRAIN
WIRE DRAIN cF ' r' q� _ G001 I— V)
,
fTO PIPE %�. �ti�NL zPoV)
I n9n <m 0 C11 6 0
36" DRAIN SECTIONS z o ~
0
BOLTED TOGETHER s o " rnZ 0 21.00�L F.R-3599-A m 0 °
I If ~ � ° I n-z womw
' x+I w o m M(j ^ Q NEENAH SLOTTED DRAIN OR z W v°)
w N z Q l z w m EQUAL ON 15"SDR-35 ¢ o
t1 p '. J' z N o z w mow °i w W PVC ® 5.75% n ? Z
SAW 3 3/4" SLOT `PVC PIPE 40 ,�C ' , aG/ ,- 1OORO2 0 t- ¢ w ° J N O1 z o Z
a / � "� w zz 1a n �
IN PIPE TO ACCEPT ��\ rj� s ' , c: \�"" ' {.' o +1 Er Z QO¢ °O ¢ I n w
DRAIN ��� �G. , �- // SLOTTED VANE DRAIN 0 2 w�W t- Lo ~ o w °n w w
' I FOR ADDITIONAL DETAILS oo z �¢° m ro W of
+I w x I z x
- ' C/ AND REINFORCING SEE to + wo w ro a°o z z ly 0 x Ld
'� STD. D-2 & D-11 w W V) o > w o
Z
N w z Q o a
O W 2 W J W
PAVEMENT -`-,/�' '' ' i i p r I O w Ln+1 LLI
--------- , , f I O 0 t 1Lrr O w
Yo� F.L. 129.48
i
AND 0790GRATEAOR EQUAL n N N w
6'.
CUT REQUIRED AT BELL /�����/ E - ' , n : ! i I ! \\ o
Y
TO ALLOW VANE DRAIN ��� ��� �" ; : i I �� I v F.L. 127,26
BASE FLANGE CLEARANCE
A
F.L. 128.26
% TYPE G CURB & F.L. 126.06
��}� GUTTER PER G-2 F.L. 126.31 � n
\\ EXIST. 3" GAS N_ N
DEMOLITION �% l
LINE TO BE
/ j RELOCATED C-i -i
CUT LONGITUDINAL SLOT " ���j�� REMOVE EXISTING A.C. PAVEMENT 21.00 L.F. - R-3599-A BY OTHERS
W
TO FIT POSITIONING LUGS �'°/\������ —SAWCUT EXISTING A.C. PAVEMENT 6" NEENAH SLOTTED VANE DRAIN I SANDIN
2
` \\ p I OR EQUAL ON 15" SDR-35 CUSHION
ON BOTTOM OF VANE ��� ���� L� REMOVE EXISTING A.C. BERM I ' PVC 0 5.8%
DRAIN CASTINGS ;��j y EXIST.
WATERLINE
6" MIN. CONCRETE THICKNESS NEW CONSTRUCTION i ' w 4
\ e g I F.L 123.40
AT SIDES AND BOTTOM OF PVC / L CONSTRUCT 21.00 L.F. R-3599-A NEENAH SLOTTED VANE i 3 d
ti `� DRAIN OR EQUAL ON 15" SDR-35 PVC AND 9.00 L.F. 15" SDR-35 PVC. "/ ( F.L. 122.26
q o FASTEN SECURELY TO PIPE WITH WIRE O2 CONSTRUCT 21.00 L.F. R-3599-A NEENAH SLOTTED VANE i� — —
~ w o DRAIN OR EQUAL ON 15" SDR-35 PVC AND 24.00 LF. 15" SDR-35 PVCj a a 6
OI U v [ 3 CONSTRUCT TYPE A CLEANOUT PER SDRSD D-9 i i j e a - d �� 1IT� 1
15" 0 SDR-35 PVC `-
pU a r
4 CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-2
° �—
CONSTRUCT 6"CURB PER SDRSD G-1 � r , I i �
24.00 L.F. 15" SDR-35
\� PVC ® 4.75%
o 0 6o- CONSTRUCT SPECIAL INLET BOX PER DETAIL SHOWN ON THIS % 3,_6" 9.00 L.F. 15" SDR-35
' o o SHEET AND SDRSD D-11 1j PVC 0 45%
ro BLOCKS TO ADJUST PIPE TO GRADE
.. � � AND ASSURE MIN. CONCRETE o-- bONSTRUCT 6" A.C. ON 9" CLASS II BASE HALF SECTION THROUGH HALF SECTION THROUGH
THICKNESS BENEATH PIPE
8�-COLD PLANE EXISTING A.C. PAVEMENT 2" DEEP AND OVERLAY WITH a/ PIPE PROFILES
2" THICK A.C. PAVEMENT (C2-AR4000). 1/2" MAX. AGGREGATE PAVEMENT % INLET BOX FRAME AND GRATE SCALES: HORZ.
1"=10'
a o REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL
en m m VERT. 1"=2
W w i c
� � 6 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE R06EREFR FREE CECIL ROGER FREE
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
� QOa
I m ° BENCHMARK: AS-BUILT R.S.458-66
DESCRIPTION: I.E. 24" CMP PLANS PREPARED UNDER SUPERVISION OF RECOMMEN D APP OVED PUBLIC IMPROVEMENT PLANS FOR:
LOCATION: SOUTHWEST CORNER OF HORIZONTAL 1"=,0' DATE: HUMMINGBIRD HILL DRAINAGE IMPROVEMENTS
AT 0024— DI
+� a ENCINITAS BLVD & SAN BY: BY: -
m o ELIJO REFUSE AREA RD. -VERTICAL R.C.E. NO. LERbY BODAS, RC N . 22312 PETER COTA-ROBLES,
RICE N0. 52176 ENCINITAS BOULEVARD
R+ ° ELEVATION: 140.50' ENGINEER EXP. DATE: !® �' ®.3 DATE: UIZ_ O3 WORK PROJECT NO. CMD 99 B SHEET
OF 8