4750 WORK TO BE DONE PLANS FOR THE CONSTRUCTION OF CONSTRUCTION NOTES
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGNEERING DEPARTMENT
FOR ANY WORK WITHIN THE STREET RIGHT - OF - WAY. NO FEE WILL BE CHARGED FOR O CONSTRUCT 48 - INCH RCP 20 REMOVE
EXISTING DROP INLET AND BACKFlLL WITH
PERMIT. (D -LOAD & BEARING PER PLAN) CLASS II AGGREGATE BASE
O(D-LOAD CONSTRUCT 36 -INCH RCP 21 REMOVE 4' OF EXISTING 48 -INCH RCP
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND AS do BEARING PER PLAN
APPROVED BY THE CITY OF ENCINITAS. O3 CONSTRUCT 30 -INCH RCP 22 RELOCATE WATER SERVICE LATERAL PER S.D.W.D.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL (D -LOAD do BEARING PER PLAN) STD.
DWG. P -2 AND PER DETAIL F ON SHEET 2
OF AND CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. O4 CONSTRUCT 18 -INCH RCP 23 RELOCATE EXISTING 6 -INCH
HOUSE CONNECTION
(D -LOAD & BEARING PER PLAN) SEWER LATERAL PER APWA STD. PLAN 223 -1.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, O CONSTRUCT STORM DRAIN CLEANOUT
- TYPE A4 CASE E OR AS DIRECTED BY THE ENGINEER
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, AND PAVING. PER S.D.R.S.D. DWG. NO. D -9 24 CONSTRUCT
MODIFIED CATCH BASIN - TYPE
O CONSTRUCT MODIFIED CATCH BASIN - TYPE G -3 PER S.D.R.S.D. DWG. NO. D -8 AND
5. THE EXISTENCE AND LOCATION OF EdST1NG UNDERGROUND FACILITIES SHOWN ON THESE G -2 PER S.D.R.S.D. DWG. NO. D -8 AND
DETAIL C ON SHEET 2
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR DETAIL C ON SHEET 2 25 CONSTRUCT
CONCRETE LUG PER S.D.R.S.D.
KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE LEGEND O7 CONSTRUCT CATCH BASIN - TYPE G -1
PER DWG. NO. D -63
PLANS. HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES S.D.R.S.D. DWG. NO. D -8 26 CONSTRUCT
CURB INLET -TYPE C -1 PER
TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD CONSTRUCT 2 2" SAND CUSHION S.D.R.S.D.
DWG. NO. D -3
OR NOT SHOWN ON THESE PLANS. DESCRIPTION STD DWG SYMBOL 27 REMOVE EXISTING BUSHES
6. LOCATION AND ELEVATFON OF NPROVEMENTS, TO BE MET BY WORK TO BE DONE SHALL BE PROPERTY LINE _ _ O CONSTRUCT
A.C. DIKE TYPE 8 PER S.D.R.S.D.
CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK DWG. NO. G -5 AND PER DETAIL G ON SHEET 2 28
PLUG ENO N PIPE WITH 8 -INCH THICK
CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXISTING CONTOUR ti 10 CONSTRUCT A.C. DIKE
TYPE B PER S.D.R.S.D. OF BRICK ANO MORTAR
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF DWG. NO. G -5 AND 4" THICK A.C. APRON 29
CONSTRUCT CONCRETE PROTECTION FOR EXISTING
REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. SEWER PIPE PER S.D.R.S.D. DWG.
N0. S -11
EXISTING TREE - 11 SAWCUT AND REPLACE EXISTING PAVEMENT WITH
4" A.C. OVER 8" CLASS 11 A.B. PER TRENCH O REPLACE EXISTING PAVEMENT WITH 3" A.C.
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO EXISTING EDGE OF PAVEMENT - DETAIL A ON
SHEET 2 OVER 6" CONCRETE BACKFILL OR TWO SACK
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NTH
COMPANY REPRESENTATIVES: EXISTING MAILBOX 12 RELOCATE BY OTHERS SLURRY PER TRENCH DETAIL B ON SHEET
2
THIS PROJECT ARE
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN 31 CONSTRUCT MODIFIED CONCRETE APRON FOR CURB
"UNDERGROUND AND OVERHEAD INSTALLATIONS". FOR LOCATION PROPOSED STORM DRAIN _ _ _ _ _ 13 PROTECT EXISTING IN PLACE
I NLET
DETAIL ON SHEET 2 D1NG NO. D -20 AND PER
OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 14 REMOVE AND REINSTALL WOODEN R.R. TIE HEADERS 32 SAWCUT
AND REMOVE EXISTING PAVEMENT
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. CATCH BASIN - TYPE G -1 D -8
TELEPHONE (800) 422 -4133. 15 REMOVE AND REINSTALL MAILBOX O REMOVE EXISTING LANDSCAPING
8. THE CONTRACTORS M FY ALL NOTI THE SBC COMMUNICATIONS COMPANY PRIOR TO STARTING MODIFIED CATCH BASIN TYPE G-2 D -8
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH COMPANY MODIFIED CATCH BASIN - TYPE G-3 D -8 16 REMOVE AND
REINSTALL WOOD FENCE S CONTRACTOR IS RESPONSIBLE FOR
REPRESENTATIVES. MAINTAINING WATER SERVICE TO CUSTOMERS
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE CURB INLET -TYPE C AND D -3, D -20 17 REMOVE AND REINSTALL
BRICK WALKWAY DURING CONSTRUCTION; INCLUDING
'UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND CONCRETE APRON FOR CURB INLET �� TO MATCH EXISTING COSTS
FOR HIGH -LINING AND ANY NECESSARY
APPURTENANCES CONTACT THE SBC COMMUNICATIONS COMPANY. REPAIRS AND RELOCATIONS PER S.D.W.D. STD.
TELEPHONE (619) 546-3606 STORM DRAIN CLEANOUT - TYPE A -4 0 -9 18 REMOVE AND REINSTALL TRAFFIC SIGN DWG.
P -2 AND PER DETAIL E SHOWN ON SHEET 2.
9. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING 19 REMOVE EXISTING PALM TREE
O CONSTRUCT R NIGH PVC, C -900
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY TYPED A.C. DIKE AND 4" THICK A.C. G-5 O (BEARING
PER PLAN)
APRON 4' A.C.. 8" CUSS 11 BASE) 0
REPRESENTATIVES. (
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE
EXISTING TRAFFIC SIGN
PROJECT AREA. x
TELEPHONE (760) 633 -2709 EXISTING FENCE -
10. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR EXISTING PALM TREE
COMPANY FACIU71ES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. N OTES•
NOTICE: EXISTING WATER METER''
FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX
CABLE TELEVISION COMPANY. ❑1 HIGH PRESSURE GAS LINE.
TELEPHONE: (800) 422 -4133 CONTRACTOR TO USE EXTREME CAUTION
11. THE CONTRACTOR SHALL PROTECT E INI
EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING WHILE EXCAVATING.
IN PUCE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED
WITHOUT PRIOR APPROVAL OF THE CITY. F �2 CONTRACTOR TO VERIFY DEPTH.
1 IS�Dis� BED OR DESTROYED BE RE- E A STA�SM MONUMENT AND EPLABY � ' SHEET INDEX:
REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING OR A LICENSED
LAND SURVEYOR. 1. TITLE SHEET
2. GENERAL NOTES, CONSTRUCTION NOTES, AND DETAILS
13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 3. PUN AND PROFILE - STA. 21 +05.16 TO STA. 25 +00
D ST
PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARD SPECIAL 4. PUN AND PROFILE - STA. 25 +00 TO STA. 30+00 S
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5. PLAN AND PROFILE - STA. 30+00 TO STA. 34+50
ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, THE SAN DIEGO REGIONAL 6. PLAN AND PROFILE - STA. 34+50 TO STA. 37 +50
STANDARD DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 7. PLAN AND PROFILE - STA. 37 +50 TO STA. 43+00
n N
8. PUN AND PROFILE - STA. 43 +00 TO STA. 48 +50 N
9. PLAN AND PROFILE - STA. 48 +50 TO STA. 52 +06 ST
14. ALL PRIVATE MAPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED
n v
SHA LL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE MCNElil- A 2 Z :4 THE
!IMPROVEMENTS SHALL BE REPAIRED BY IGH CONTRACTOR. AGED BY THE CONSTRUCTION OF -4 v
PROJECT LOCATION
ST R ST
1ST THE CONTRACTOR SHALL POTHOLE ALL EXISTING SEWER LATERALS AND WATER SERVICES D ST
PRIOR TO COMMENCEMENT OF CONSTRUCTION. ONLY THESE SEWER LATERALS AND WATER
SERVICES THAT WILL BE IN CONFLICT WITH THE STORM DRAIN CONSTRUCTION WILL BE Z
RECONSTRUCTED AS INDICATED ON THE PUNS AND AS DIRECTED BY THE ENGINEER. v G S
rn
BBVI
R A11 NS: Z I
A.B. AGGREGATE BASE PCC PORTLAND CEMENT CONCRETE 9
A.C. ASPHALT CONCRETE it PROPERTY LINE EZA ST �'
m
ABAND. ABANDONED PW CITY OF ENCINITAS PUBIC WORKS DEPT SHEET 6 �'
BI
APWA AMERICAN PUBLIC R.C.E. REGISTERED CI ENGINEER SHEET 3
WORKS ASSOCIATION RCP REINFORCED CONCRETE PIPE MELBA
BC BEGIN CURVE RT. RIGHT v
CONC. CONCRETE S. SOUTH
SET CENTERLINE S'LY SOUTHERLY
DETAIL S.D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWING SHEET 4 /'000
D/S DOWNSTREAM S.D.W.D. SAN DIEGUITO WATER DISTRICT J ST
E EAST SS SANITARY SEWER i6
E'LY EASTERLY SHT. SHEET r
n
E C END CURVE S TA. STATION
SHEET 9 �
DOST. � � PAVEMENT � TOP TELEPHONE SHEET 5
F.S. FINISHED SURFACE TYP. TYPICAL M
G GAS U/S UPSTREAM
HC HOUSE CONNECTION W. WEST
HORIZ. HORIZONTAL ADE LINE W Y WESTERLY Y SHEET 7 MST MMIT PL
1. 1- INVERT ELEVATION VERT. VERTICAL
L LENGTH do AND
MMIT
N � NORTH COVE LN
N'LY NORTHERLY SHEET 8
NTS NOT TO SCALE
S. M ST VICINITY MAP
M MIT PL NO SCALE
No. 0591 A
99
w EXP. 6 -30-04
cM
ca-
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE D ESIGNED Y: RAWN Y: =HECKED Y: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
S.G. I G.S.
BENCHMARK: OC -0139 PLA PARE ABED UNDER SUPERVISION OF RECOMMENDED APPR VED , PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3' BRASS CAP STAMPED OC 139 -1968
LOCATION: IN CONCERETE SIGNAL LIGHT BASE HORIZONTAL 1 = 2 0' HARRIS &ASSOCIATES DATE: 8 a
0026—DI
AT SOUTHWEST CORNER 17140 Bernardo Center Dr., Suite 212 BY: BY: - _ SAN DIEGUITO STORM DRAIN
PHASE
INTERSECTION OF J STREET AND VERTICAL 1' :4' Son Diego, CA 92128 R.C.E. NO. 59991 LEROY BtDAS, RCE 2312 PETER
COTA— OGLES, RCE 52176
HIGHWAY 101 IN ENCINITAS. (858) 674 -5552 • FAX (858) 674 -5553
ELEVATION: 76.506 DATUM: SO COUNTY S. RGES EXP. O6 /30/04 DATE: 8 D� Z7 DATE: 81,2,2 03 PROJECT
N0. CIdD008 SHEET 1 OF 9
3'-0"
DECK PER CATCH BASIN TYPE G
REDONE EXIST. AC PAS SAW CUT S.D.R.S.D. D -9 I PLANE _
PER S.D.R.S.D. D -8
SAW CUT TACK COAT EXISTING SURFACE
1 -1 2 A.C. OVERLAY TYPICAL BOTH SIDES MINIMUM 3 AC (TYPE 111 C2 — AR4000)
III C2— AR4000)
80 TH SIDES
4" AC (TYPE III C2— AR4000) w •� _
--
REMOVE EXIST. AC PAVEMENT SAW CUT _ l -
INSTALL PETROMAT 8" CLASS II AGGREGATE BASE SAW CUT TACK COAT EXISTING SURFACE
OR EQUAL A.C. OVERLAY TYPICAL BOTH SIDES _ \_#4 x 90' HOOKS '
(TYPE III C2— AR4000) - O 12" O.C. WITH - PER R S.D .R.S.D.
E SD.R.S.O.
T TYPE A -5
NATIVE BACK ILL BOTH SIDES . MINIMUM 30 BAR
12 BOTH SIDES — _= - —.— _ — — — — — ... D -9 do D -11
EXCEPT WHEN NATIVE TRENC TO P) VING AREA — — DIAMETER LAP BACKFILL NEXT TO GUTTER
INSTALL PETROMAT PER SPECIFICATION OR
THEN TO UP OF OR EQUAL — TWO SACK SLURRY .. 5' -0" -
GUTTER - BEDDING PER STANDARD ' 0 .
Z SPECIFICATION 306 -1.2.1 12" BOTH SIDES BEDDING PER STANDARD SPECIFICATION 306 -1.2.1 ' ix
EXCEPT IN AREAS OF SHALLOW COVER CLEANOUT TYPE A -5
EXCEPT WHEN " - PER S.D.R.S.D. i. > a
8" MIN. — 12" MAX. 8" MIN. — 12" MAX. NEXT TO GUTTER 8 MIN. — 12 MAX.
D -9 do D -11
THEN TO UP OF
+ W
GUTTER Is
f � >
8" MIN. — 12" MAX. 3/4" CRUSHED ROCK
��; 3/4" CRUSHED ROCK 4" a _` a .. - _ • ' ANY EXISTING DRNEWAYS THAT ARE REMOVED
AS A RESULT OF TRENCHING SHALL BE REBUILT
TO COMPARABLE OR BETTER CONDITIONS. 4
TYPICAL TRENCH DETAIL TRENCH DETAIL MODIFIED TYPE 'G -2' do 'G-3'
A No SCA B No �, CATCH BASIN DETAIL
OC NO SCALE
N
APPUES WHERE COVER OVER
PIPE IS LESS THAN 18" ��
SEE S.D.R.S.D. DRAWING NOS. D -8, D -9 AND D -11
FOR ADDITIONAL REINFORCING NOT SHOWN.
INSTALL NEW COMPRESSION INSTALL NEW COMPRESSION
ANGLE METER STOP ANGLE METER STOP
1 " x 3/4" BUSHING) 1 " x 3/4" BUSHING)
JONES J4201) OR JONES J4201) OR
PROVED EQUAL PROVED EQUAL
R R
10' A.C. DIKE 10' 15' 15'
TYPE D PER S.D.R.S.D. L =11' 10' A.C. DIKE
TYPE D
DWG. NO. G -5 PER S.D.R.S.D.
DWG. NO. G -5 PROPOSED
CURB INLET
STORM DRAIN
12" TYPE C -1
I ------- - - - -�
FREEZE COPPER SERVICE 2" SAND CUSHION
FREEZE COPPER SERVICE
— _ PROTECT EXISTING = = _ -- _ — _ = PROTECT EXISTING
— —�� — — -3;- - 7— —7, — — �• � — - - , y 3/4" OR 1 " EXISTING IN PUCE� NA PLACE COPPER TUBING
S /4" OR 1 " EXISTING
Eli
/ 4- 5 4 " TOPPER TUBING Z" SAND CU
REDUCING OR STRAIGHT PROPOSED 11 COPPER TUBING,
COMPRESSION COUPUNG TYPE K SOFT
REDUCING OR STRAIGHT
D(iSTiNG EDGE OF PAVEMENT 9' 32 COMPRESSION COUPUNG PROPOSED 1 COPPER TUBING,
31 PROPOSED STORM DRAIN TYPE K SOFT
tl TRANSITION DETAIL DETAIL DRAWING F DETAIL DRAWING
D E NO SCALE NO SCALE
FOR CURB INLET —TYPE C
NO SCALE
10' A.C. DIKE 10' A.C. DIKE
VARIABLE HEIGHT VARIABLE HEIGHT CONSTRUCTION NOTES
8' TO 0" 8" TO 0"
31 CONSTRUCT MODIFIED CONCRETE APRON FOR CURB
INLET PER S.D.R.S.D. DWG. NO. D -20 AND PER
DETAIL D ON SHEET 2
32 SAWCUT AND REMOVE EXISTING PAVEMENT
A.C. FLOW LINE
�pFES�p�
G
FLOW LINE PROFILE S.
NO SCALE NO. C59991
* EXP. 6 -30-04
s� cM
of Cam
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE IGNED . RAWN Y: H CK a BY. APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
S.G. G.S. E.S.G.
BENCHMARK: OC -0139 PLA PRE A ED UNDER SUPERVISION OF RECOMMEN D APPR ED PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3" BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1 " - 2 0' HARRIS & ASSOCIATES 0026—Di
LOCATION: IN CONCERETE SIGNAL LIGHT BASE °A� z " ° 3 SAN D I E G U I TO STORM DRAIN PHASE 11
AT SOUTHWEST CORNER 17140 Bernardo Center Dr., Suits 212 BY: BY:
INTERSECTION OF J STREET AND VERTICAL 1 " =4' Son Diego, CA 92128 R.C.E. NO. 59901 LEROY ODA R 22312 PETER
COTA ROBLES, RCE 52176 HIGHWAY 101 IN ENCINITAS. (858) 674 - 5552 • FAX (858) 674 - 5553 ELEVATION: 76.506 DATUM: SD COUNTY E S. S
EXP. 06 /30/04 DATE d l3 DATE: 8/,22,/03 PROJECT NO. CMDOOB r SHEET 2 OF g
1 f
i
i
1
i
145.0 - - __. __�_ - -•- __ - _ _.�- - - --- -- -- - _ -- --_ -- -- -- - - -.__ --__- -
- - - -_- _ - -- _ - --- - -- - - - - -- - - -- - - - - -- -
to
a
O
E
141.0
141.0
- } _
fr ABOVE 9 OF PIPE j (n I
r
{I
'� 137.0
137.0
- ••-i - - I 6 }}
10 -PEAR HGL' •��• I �� `w 10- HQ , •�
13
133.0
T1 f _ _ -
1 L - - - - - -- z_-s.- - - -- ��- - - - - - - - - - - - - - ------------------- - - - - --
t - - -- - - - - - -- - - - -- - --��- --- - - - - --
' w S-0.0014 ! INVERT ; 129.0
129.0 �; L _ - - -- . _ -- - - _ _ _ _ - -- - -- -- - ___ - - -
_ .. _' . -- -- - --
_ _ - -_ -__ �___ _ _ _ _. - - -- - - _ _- _- -- _ __---- _- _-- _ - - - - -- _ - -
- ------- _.__ -- ;T 5.0
125.0 _ __- ._ _ __ - - _ -� -_ __ _ _ -- _ -_ -_- _ __ _ _. _
1 !
I ,
W
1 E)aST: t0"SS -
I
ta
Z
- - - - 642.W -48" RCP -! W
- _
121.0 + 1400 D 121.0
i
I Q
uj
w
I
S t^
}
I 117.0
j
,
ALE
_ _
:
_ VER T: 1 "=4
� I
20 +00 21+00 22 +00 23 +00 24 +00 25 +00
CONSTRUCTION NOTES
O D -LW & BEARING PER °
PLAN) i 1 1
0
1, SAWCUT AND REPLACE EXISTING PAVEMENT WITH S A I DIEGUITO DRIVE w +
} LO
4" A.C. OVER 8 CLASS it A.B. PER TRENCH w < m W J N
DETAL A ON SHEET 2 W
13 PROTECT DCISTING IN PLACE ` ! r r� z { I }
Q I 1' i _ �'J' al
li
04 (� Q`.. � I ^i I d o _ � � r )' W_ ,�}` _ �> V REMOVE AND REINSTALL MAILBOX V)
O oq 3 I � Y X ? " • O` X O �►laK ¢ I X lrj Sit S I '
I { N 4 OF EXISTING 48 -�H RCP cr r { 21 REMOVE �• ...�., r > , <+ `7 ( h ' 7
^ ' F X ?. RELOCATE EXISTING 6 -INCH HOUSE C0 'rC110N 0o X s,x z U 1 I I "
O LATERAL PER APWA STD. PLAN
SEINER 22� �
CASE E OR AS DIRECTED 9Y THE ENGINEER _
k - - - - - -- -- --
T r -- - - -
O FOR } I - - ^ _
MAINTAINING WATER SERVICE TO CUSTOMERS Y y x �
DURING CONSTRUCTION; INCLUDING
COSTS FOR HIGH- LINING AND ANY NECESSARY p N
n - _ . _ -- �- _ - - j - - -� - _ - -B: - - - -
N - - �- ��8 "AC W a 1 - - � - __L " C W _ -g "AC W 8 "AC W
REPAIRS AND RELOCATIONS PER S.D.W.D. STD. �-s -�- .1 _ 8 C_ sac
^ rn r k -�
DWG. P -2 AND PER DETAIL E SHOWN ON SHEET 2. I
el - -�' X vs
1 t 1 /2 "HP * j r r - } 1 ^ � / "H P�i s� K - - - 1 G
•� i L+ rY - - r 1 1 /2 "HP G - \r..,
j_
N tl r• - - -� - - -
- ._ _._._ ..I _- ' - -.... i .. �!- .- -. .._ ' _• - - ',.. � _,_ t . z . a ,. e.. e . e
f
E l HIGH PRESSURE GAS LINE. oo,.
CONTRACTOR TO USE EXTREME CAUTION \ 0• K 21 r �' :r X '> 1 - >" _
WHILE EXCAVATING. �'{ + z I I ' }- Q
y w
'.�
Ll
L'i �{' tr f . -
I v .�
�> Q
^ 4 � �. W X / -A Lit
_
�) - o •, z
r a t _
Lo Ld {
ui
i W
QW LLI
Ld ( 23 34 13 13 11 Z 13 (34) 13 34 23 13 15 15 34 23 13 13 13 13 15
1 34 V1
STORM DRAIN SCHEDULE 11
PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE
BEARING PIPE LENGTH SLOPE BEARING
1 4v RCP 642.34' 0.14X SW36'35"W <2> 36" RCP 36.55' 0.14X - 30" RCP 245.00' 0.68% SOO'10'59V 18" RCP 21.00'
0.52X S89'29'05 18" RCP 2.81' 2.22X S35'1 5'22"W
2 48" RCP 565.00' 0.14X SW36'35'W <9> 36" RCP 123.84' 0.14X S00 30" RCP 295.00' 0.68% SOO'34'35V 18" RCP 26.30
' 10.27X N59 12" PVC 22.69' 1.19X N84'2525"W ��pFESSrp
4> 48 RCP 8.50 0.14% S00'36 35"W 9 36 RCP 4.00 0.10X S00'34 35"W 30 RCP 103.27 0.10% S00'34 35"W 18 RCP
51.18 12.76X S2T41 24"W 12 PVC 22.69 1.19X N84 25 25"W GRAPHIC SCALE
4 48" RCP 75.60' 0.14% - 36" RCP 97.00' 0.10X S00'34'35"W 30 RCP 35.37 0.10% - 18 RCP 23.00 1.32X
N35 47 37"W 12 PVC 22.73 0.13X N8W25 25"W ` Cs999t � so o +o :o .o so
5 48" RCP 189.90' 0.14X N8IV20'59"E 1 30" RCP 143.00' 0.10X S00'34'35"W 30" RCP 156.87' 0.10% S89'29'05"E 18"
RCP 53.24' 2.22X S00'34'35"W 12" PVC 22.73' 0.13% N8T25'25"W * M. 6 -30 -04 * r.
6 36 RCP 57.61 0.14X NST3012"E 30 RCP 254.00 0.68X
Iso(r10 - 59 - W 30" RCP 4.00' 0.10% S8T29'05"E 18" RCP 13.62' 2.22X - ���� � ���
1 inch = 20 &
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE D ESIGNED Y: RAWN BY: HECKED BY: APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
E. S.G. E.S.G.
BENCHMARK: OC -0139 PLAN R D UNDER SUPERVISI N OF RECOMMENDED APPRO ED PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3 BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1 " = HARRIS & ASSOCIATES _
LOCATION: IN CONCERETE SIGNAL LIGHT BASE DATE: o3 0026-DI
AT SOUTHWEST CORNER 17140 Bemordo Center Dr., Suite 212 BY: BY: SAN D I E G U I TO STORM DRAIN
PHASE 11
INTERSECTION OF J STREET AND VERTICAL 1 " =4' San Diego, CA 92128 R.C.E. NO. 59991 LERO BODAS. R 22312 PETER
COTA- ROBLES. RCE 52176
HIGHWAY 101 IN ENCINITAS. (858) 674 - 5552 • FAX (858) 674 - 5553 _ 8_ /ZZ, '03 PROJECT NO. �A008
SHEET 3 OF 9
ELEVATION: 76.506 DATUM: SD COUNTY E S. GE ES EXP. 06 DATE: d Z2 D3 GATE:
Tt
I
111
Z
45.0 _
1
1
1
Q
A
DQ511NG
I < 2 GROUND
- : V
. STREET SURF '
- a
_ _ z 1 1.0 °C
141.0 - - - _- - -- -- - - - _ -- -- - -- __ _ - _- - - - - -- -- - -- - -- _ _ - -_ _
- - -_ - __ -- ---- v - -- - - -
ABOVE � OF PIPE
X 14
-- , ► +� s O z
3� �
co
--
137.0
i • "�' 10 -YEAR HGL `� +
-YEAR HGIL
133.0 133.0 S =o.0052 130.0
- - - - - -- -_- -- ���
- - - -- - --- - -- --------- - - - - -- ---------- --- - -- �- - - -- --- - - - - -- ;, ------ - - - - -- - - - - - - - - - - - - - -- -s--
-- ; -----y-----------
- - - -- - _ 1 i
i
INVERT S-0.0014 i
129.0 r, S-O 0014
i . 129.0 _ _ 122.0
_ _ _ _ - - - -- -- - - -- 1 .- - ---� - - - - - -- - - - - - - - . -- - - - - - - - - -
- y _ - - ♦ 'y 2i' ,4 18 0 RCP
- - - - - ,� '` - - - _ F ____ .. __ _ - ,� - -+ - - - - - �- - - - - - - - `�%
O . ` �► 2000 -D
t f 1
,
125.0 �•
ti 125.0 �. .
INVERT EXIST. 1WSS
ct tN�tvERT � to'ss I 18 STORM DRAM
j
1
121.0
121
_ _ t#ORIZ:. 1 " =20'
0 -- - - -- _ __ _ -- - -- - ---- - - - - - --- - _ _ - -- - -- _ _ -- - - - - -
VERT: 1 "=8'
Uj
<3> 4>
tz �,LJ
�, 1 I 36'5. - 41' 0 RCP
642.34' 48' RCP _
= 14-D 1400 -D J
w 00 W t
117.0 _ __ _ _ _ __ . _ __ _ _ __ . __ _ __ _ ." _ _ -_
f
i ._� . j i V
V
V
WQ j QW
s
---- --- - -- - -- �--- HORIZ• 1" 20
VER T: 1"=4'
_ t
25 +00 26 +00 27 +00 28 +00 29 +00 30 +00
CONSTRUCTION NOTES
0 1 ° O1 CONSTRUCT 48 -INCH RCP
0 1 10 SAN DIEGUITO DRIVE °
(D -LOAD & BEARING PER PLAN)
4 � 3 w w U + O4 CONSTRUCT 18 -INCH RCP
(D-LOAD & BEARING PER PtAiN)
LO
�l � - TYPE
}_ m
NSTRUCT
-.
r.
I - t
� O6 CO MODiFlED CATCH BASIN
I. _ } to t'"� . }
t= G -2 PER S.D.R.S.O. DWG. NO. D -8 AND
• J r I x , j I { ` � t� �� J
C�
5
�� I h} � � I } ( 4 } j � r f �. � } j ` 1 \
-� � � ^ y � W x ; � Q DETAIL C ON SHEET 2
W / /� - ; LL: ( I w I X ' ?� r :< __ --
F --; 7 CONSTRUCT CATCH BASIN TYPE G PER
In ' 3 ( Y I ` • J � - _ _ ✓ . Y " .iT �- l YYYYI� �� ,/ T Z I )( I i W 1 Z I
1� �' � O
' . W QO 7 0 I v I 111 x t _ S.D.R.S.D. DWG. NO. 0-8
t .
M I < c i� ' �, Z LL �' m M 8 CONSTRUCT 2 SAND CUSHION
o
d0 : N y► W_ r . ! T z
>
Z r ^ X _. -" - I U I W Y
iQ
. }
i. _/...`utiti.- tp IY ^ ;......- }err I * y - i.;.._...�_•�...., : \ xy ~T - _ __ `
S.D
�} �_,. : X _. -..X -_ _ _ .- - -x - -.- _ _ - M. { Y ({ - - .. - 1 - i - Y i - - - Y - I v_Y
�' YY
r
W t _ '� ,�,� AI M i Jf X 1f1i11 i f _ _. WM ��, 0 D �wG. N0. G-5 C. AND KE 4 THICK
IRON
1
---. - - - -- aAl�i-
-*+ - - - - SA
. � .. • :` 11 WCC AND REPLACE EXt5AT8 PAVEMENT TR ENCH
WITH
4
4" A. C. OVER 8" CLASS I
- _s ...�.� _
- DETAIL A ON SHEET 2
�; i
A
Y _
W
- - �_ --} - - - - I - - - -1-- - 13 PROTECT EXISTING IN PLACE
_ 8'AC - -qtr 8 "AC -r 8 » AC W - 8 "AC W- r� 8 » o
4 11 1 TT 2
w x
LL
---- 1 1 }8 "•�
CP- S"a � _ -; ,. ; _ - - 15 REMOVE AND REINSTALL MAILBOX
1 -1 /2'HP G 2 - - �- 1 - 1 /2 H P G
F - 1 -1 /2"HP c 2 +00 228+00 D0 - +�e, G Yr r r 29 +00 - 16 REMOVE AND REINSTALL
WOOD FENCE
04 4 � REMOVE AND ALL BRICK WALKWAY
_ = MATCH EXISTING
is
o
r `
S S S0
x 23 RELOCATE EXISTING 6-lNCH HOUSE CONNECTION
SEWER LATERAL PER APWA STD. PLAN 223 -1.
, y
CASE E OR AS DIRECTED BY THE ENGINEER
_ -
,
I j �, I ° " I �,' `- ____ t� 25 CONSTRUCT CONCRETE LUG PER S.D.R.S.D.
o W
i� I �
f <" n " it Z DWG NO D-63
' P L C (�
O CONTRACTOR IS FOR
_ _ _ �FyJ .Y m W U O y . Ln MAINTAINING WATER SERVICE TO CUSTOMERS
y 1 DURING CONSTRUCTION; INCLUDING
_.. __ _ ._
--� __ _I ' A COSTS FOR HIGH -LINING AND ANY NECESSARY
L K 15 13 23 1 23 13 34 34 23 13 23 34 6 34 13 23 23 34 16 15 17 16 (
2�3 34 1 15 15 34 23 Z �j REPAIRS AND RELOCATIONS PER S.D.W.D. STD.
L J -1 11 10 11 -� = DWG P -2 AND PER DETAIL E SHOWN ON SHEET 2.
V) = V�
w STORM DRAIN SCHEDULE Q W •
Ld V) m PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE
BEARING PIPE LENGTH SLOPE BEARING m 1 -11 HIGH PRESSURE GAS LINE.
CONTRACTOR TO USE EXTREME CAUTION
1 48" RCP 642.34' 0.147E SW36'35"W <t> 36" RCP 36.55' 0.148 - 30" RCP 245.00' 0.68% S00'10'59"W 18" RCP 21.00'
0.527E S8T29'05 18 RCP 2.81 2.22X S35'15 22"W
WHILE EXCAVATING.
2 48" RCP 565.00' 0.14X S00'36'35"W q> 36" RCP 123.84' 0.14X S00'3435"W 30" RCP 295.00' 0.687E SW34'35"W 18" RCP
26.30' 10.27X N59'33'38"W 12" PVC 22.69' 1.19X N84'25'25"W
�pFES�p ❑2 CONTRACTOR TO VERIFY DEPTH.
3 48" RCP 8.50' 0.14X SW36'35"W 4> 36" RCP 4.00' 0.10X SW34'35"W 30" RCP 103.27' 0.10% S00'34'35"W 18" RCP 51.18'
12.76X S26'41'24"W 12" PVC 22.69' 1.19X N84'25'25"W � S.
4 48 RCP 75 0.14X - 36" RCP 97.00' 0.10X SW34'35 30" RCP 35.37' 0.10% - 18" RCP 23.00' 1.328 N3547'37*W
12" PVC 22.73' 0.13X N89"25'25"W b GRAPHIC SCALE
� . 09991
5 48 • RCP 189.90 • 0.14X N84 20 • 59 1 30 RCP 143.00 s 0.10X S00'34 . 35"W 30 RCP 156.87 • 0.10% S89 * 29 ' 05 " E
18 RCP 53.24 ' 2.22X S00'34 ' 35"W 12 0 PVC 22.73 ' 0.13% N89'25 ' 25"W * EXP N0 g _� * so o +o m .o so
6 36 RCP 57.61 0.14% N8T30 12 30 RCP 254.00 0.68% S00'10 59"W 30 RCP 4.00 0.108 S89'29 05"E 18 RCP 13.62
2.22% - ��. c4p J 10 ( IN FEED )
1 inch = 20 ft.
REVISIONS APPROVED DATE REFERENCES SATE BENCHMARK SCALE SIGNE Y: DRAWN Y H C K D Y: APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
S.G.
BENCHMARK: OC -0139 PLA E ARED UNDER SUPERVISION OF RECOMMENDED APPRO PUBLIC IMPROVEMENT PLANS FOR:
DESCRIP11ON: 3" BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1 " -20' HARRIS & ASSOCIATES
LOCATION: IN CONCERETE SIGNAL 1 4o Bernardo Grater Dr., s��e 212 GNAL LIGHT BASE DATE: O
002 6-DI
AT SOUTHWEST CORNER BY: BY: SAN D I E G U I TO STORM DRAIN
PHASE 11
INTERSECTION OF J STREET AND VERTICAL 1 " :4' Son Diego, CA 92128 R.C.E. NO. 5 19991 LEROY 8 AS RCE 22312 PETER
COTA- ROBLES RCE 52176
HIGHWAY 101 IN ENCINITAS. (858) 674 -5552 • FAX (858) 674 - 5553 EHAB S. GE GES EXP. 06[30/04 DATE: ®3 DATE: PROJECT
NO. CMDOOB SHEET 4 o f 9
ELEVATION: 76.506 DATUM: SD COUNTY
i
i
I
C59" t � 2 2 2
TYPE G-1
145.0 1 I - - - - -- - - < - -- - - -- - - -- - - -- _ -- -- - - -- - - - - -- --
-- - -- 3 - - -- - -
_ _ _ --
I 1 45.0 PROPOSED t < 3
CATCH 13
EXIST. 'S'TREEt SURFACE { m - 48 RCP a e v- = GR 142.2*
- c�i LO _ +-
ABOVE 4L OF PiPE
�
1 4 i
141.0 _ - - -. - _ - -- - -- -- _ = - -- - - -_ - _ - -- - -- - -
-
} 138.0
Q x -- I i n
---- Q
-
10-AA HHM �_ V) f
V) 3 f 1� L T 1. , `� ra ' � �
"^ � �, ' 37.0 51.18'18' RCP - t 3D.
137.0 { - - -- �- - �- - _ - - -- - - - _ _ . -- _ -_ 2 o
000- 10-YEW tats[: } 4r V ,
I
_ W
18 ST RM DRAIN
133.0 '
133.0
- - -- --- - - - - -� _,------------------------------ - - - - -- ----------------------- - - - - -- - -- _ - - - - - -- -- ----=- -
- - - -- _ _ - HORIZ: 1 =20'
{ INVERT ,. ,
WVM so.0�1 ' sS-0.001 4 VERT: ; 1 =8
TO
2
-
1 29.0
129.0 - -- --__- -- -
STA. 33+10
STA. 33+
Lj 29
MODIFIED TYPE
} ! CATCH BASIN n TYPE G-1
# I j GR 142.0: iL CATCH BASIN
125.0 } k - 1055
_ _ 3E '�
1
25.0
'-
1 38.0 138.0
1 <9 1 21:0
121.0 : -__ - - _ -_ _- _ _._ _ ._. -.__- _ _ - _ -- _ _ ._.
- • 1400 -D 1400 -D 1400 -D w 1 30. 1 0 y- �s1 130.0
= t
� ;
117.0 ___ ._ �- «4 ate _ -- _ _ _ -- -_ - -__ U 117.0 �_--- _ -___�. _
- - - . _ _ + + r + 1400 -D Q tiff CD
fi
! _ 26.30'N 1
i i 1 2000 -D 1 �SCALE -_._ - - -� _ -- ----- __ - - -- .__ -_ -._
HORI Z: 1"=20
{ VER T: 1 "= 4'
-
+ I HORIZ• 1 20
$ E VERT. 1 " =8'
30 +00 31+00 32 +00 33 +00 34 +00 CONSTRUCTION NOTES
STA. 34+ 50 O, CONS 48 -INCH RCP
& B EAR ING PER
STORM DRAIN CURVE DATA SHE 6 4 CD rDl-NLS0TARDUC&T B INCH RCP PLAN S E �= 6" WA BE
ARING PER PLAN)
DELTA RADIUS TANGENT LENGTH MATCH UN ABAND S LY R
4• CPC TEL VARIES S -11 N• O6
2_ CONSTRUCT MODIFIED CATCH BASIN -TYPE
0 1 A 96'15'37" 45.00' 50.21' 75.60 10 S. OF N LY W ' G -2 PER S.D.R.S.D. DWG. NO. D
-8 AND
VARIES 7 - 1. DETAIL A ON SHEET 2
_rte. DRIVE
O7 CONSTRUCT CATCH BASIN - TYPE G -1 PER
0 m SAN DIEGUITO 10 _ 1 1 10 . O F N LY R S.D.R.S.D. DWG. N0. D -8
0 - 10 CONSTRUCT A.C. DiKE TYPE B PER S.D.R.S.D.
+ W W >' J - VARIE 16 -
I
e
DWG NO G 5 AND 4" THICK
0 _ ' 0 7 0 i SAWCUT AND REPLACE EXISTING PAVEMENT WITH
- * 4 --- - V -
et � A �
cn
•��� .i W S., ~; � x I
� � �
x W
C
I 3 31C _ w 40
t r' _._.._._ I r 1 A.C. OVER CLASS U A.B. PER TRENCH
-�
^° :
bb
; - �- ° ���x�r' - �.. , , . r r i f I s DETAIL A ON SHEET 2
• ^ ,_ U, - y Yr r.. _ r ryy r ; f '1Q `4 1. t i
IX
Q X r x - - - , _ .. _ ? 3 t'� ELM y t l _ N RELOCATE BY OTHERS
..
La STA.
{
°'
Qj J l a I J.� Rl I rl ° > • 4
' t' N _ 13 PROTECT EXISTING Nr PLACE
r {{ _
r �:, y ► . _ ; i
L -Av REMOVE AND REINSTALL WOODEN R.R. TIE HEADERS
It
r }
,/ ! r
- ii ? , , _ _ -. _. - -. ..._"L. h. e.. i.. l_ ti.. 1. r. t. rti J_. IMMti. LJ ..M.V..+,eC�.u.J_.lhtit:.1_.\.1•
REMOVE AND REINSTALL MAILBOX
REMOVE AND
,
. ,- v. , ' � • r o _ - - _ - - - - - - _ -r _.. - __ . _ - > ` `,° �,�
Y
Z f s ° - _ -- - - - - -�- - - - - - - - REINSTALL WOOD FENCE
WATEP 44 e - w ;, �. ( x o " �_ -� - cr _ k; 16
}- �� -- -8" C W --!- - -� - 8 "AC W -- �._- P W ^* - 8 AC
8 "
�y t s y 2 . x ! `� ^ t x a REMOVE AND REINSTALL TRAFFIC SIGN
I h. 4 f1 i 8
• 4 tr ' k -
1 �= - r - 1 "H P G - - P - - - 3 RELOCATE EXISTING 6 -INCH HOUSE CONNECTION
1 /2 "HP G / _ T k i /2 "HP 33+ ., d
00 _ __ _ -- -r -- SEWER LATERAL PER APWA STD. PLAN 223 -,
_____ 2b ;
°
4 CASE E OR AS DIRECTED BY THE ENGINEER
25 CONSTRUCT CONCRETE LUG PER S.D.R.S.D.
I
r La DWG. NO. D-63
r
. -- - s - -• r,rr r� v ` ? CDi�1.71 RV\I I \ry�� V I IVt� FOR CJU.71 m
o SEWER PiPE PER S.D.R.S.D. DWG NO S
t _
a � ° �' � � `. � +, � ~ � 1 � � ' - � - _ U �� �' ^ I ,� 34 CONTRACTOR
IS FOR DING
cr 4 MAINTAINING WATER SERVICE TO CUSTO MERS
3i _ w_ -- i W i CO OR LINI AND ANY NECESSARY Uj
v �} I - ^ '� 3 - - a `n x - - � ? ° < - - - �, 1 ! REPAIRS AND RELOCATIONS
PER S D .W.D. STD.
- {
Y
^ �, j, . o } 1. ^ • < X 1 r `` _ _ - . _ _ �. _ 1 DWG. P -2 AND
PER DETAIL E SHOWN ON
_. rT _. //
. 7 -�r_ K z' 1 / SHEET 2.
w 16 34 15 18 16 23 14 1 23 34 15 13 34 23 34 13 (23) 15 1 6 z ' 10
w � 1': �x
o = ' - `. 't j ` �' a HIGH PRESSURE GAS LINE.
IN, V) = STORM DRAIN SCHEDULE CONTRACTOR TO USE EXTREME CAUTION
0 0 WHILE EXCAVATING.
3 LW Q PiPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE
BEARING PIPE LENGTH SLOPE BEARING
(n m 1 48" RCP 642.34' 0.14X S00'36'35"W 7 36" RCP 36.55' 0.14X - 30 RCP 245.00' 0.68% S00 18" RCP 21.00'
0.52X S89'29'05 18' RCP 2.81' 2.22X S3515'22"W a2 CONTRACTOR TO VERIFY DEPTH.
:r) 0
0 2 48 RCP 565.00' 0.14X S00'3635" W 8 36" RCP 123.84' 0.14X SW34'35"W 30 RCP 295.00' 0.68X S00'34'35"W 18" RCP
26.30' 10.27X N5733 38 12" PVC 22.69' 1.19% N84'25'25"W
RCP 8.50' 0.14X S00'36'35"W <§> 36" RCP 4.00' 0.10X S00'3435"W 30" RCP 103.27' 0.10% S00'34'35"W 18" RCP 51.18'
12.76X S26'41 '24"W 12" PVC 22.69' 1.19X N84'25'25V S. S
" " " 0.13X d� GRAPHIC SCALE
4 48 RCP 75.60 0.14X - 36 RCP 97.00 0.10X SOOr34 35"W 30 RCP 35.37 0.10X - 18 " RCP 23.00 • 1.32X
N35'47 37"W 12 PVC 22.73 N89'25 25"W
3
5 48" RCP 189.90' 0.14X N84'20'59"E 1 30" RCP 143.00' 0.10X S00'34'35"W 30" RCP 156.87' 0.10X S89'29'WE 18" RCP
53.24' 2.22X S00'34'35"W 12" PVC 22.73' 0.13X N8T25'25"W `� 20 1 ,o 1 .o so
No. -
o a -30-04 * -.:..
IL 36" RCP 57.61' 0.14X N8T30' 12'E 30" RCP 254.00' 0.68X SOO' 10'59"W 30" RCP 4.00' 0.10X S89'29'05"E 1 RCP 13.62'
2.22X - '��� Oxon
clvk ��
v �' p�- CM- ( IN FEET )
1 inch & o
DESI Y: D RAWN Y: CHECKED BY: APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING
N0.
i REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE •c
BENCHMARK: OC -0139 PLAN R PARED UNDER SUPERVISION OF RECOMMENDE APPROV PUBLIC IMPROVEMENT PLANS FOR:
.c DESCRIPTION: r BRASS CAP STAMPED OC 139 -1%8 HORIZONTAL 1" = 2 0' HARRIS & ASSOCIATES PH II
L IN CONCERETE SIGNAL LIGHT BASE DATE: � ° SAN D I E G U I TO STORM DRAIN
ti AT SOUTHWEST CORNER - 17140 Bernardo Center Dr., Suite 212 Y. 0026 -Di
BY:
INTERSECTION OF J STREET AND VERTICAL 1 • =4' San Diego, CA 92128 R.C.E. NO. 59991 LEROY BODAS, CE 2312 PETER
COTA- ROBLES, RCE 52176
7 HIGHWAY 101 IN ENCINITAS. (858) 674 -5552 • FAX (858) 674 -5553 Z
PROJECT N0. GAD008 SHEET 5 O 9
ELEVATION: 76.506 DATUM: SD COUNTY E S. RGES EXP. 06f30f04 DATE: � � DATE:
{
1
145.0
145.0_.,- -
- STA. 36+00
O p z ' < STA. 35 +f°2 i t1' W. t ARM DR.
MODIFIED TYPE G -3
LC) T BASIN 3 l STA. 36+75 id TYPE G-1
t + GR 136.21 CURB INLET o CATCH BASIN
-TYPE C -1. "
-� ; m 136.1 PROPOSED 36 RCP v GR 137.4±
_ : GR t
�t
EXIST. S IREt I SURFACE : 1 1 40.0 N c 140.0 1 40.0 s o _ _ _ _ 140.0
141.0 _ Leo of PIPE -- - ____ __---- �___�_____..�_ -- __�___ .- -- _ _ _ ___- ----- _�.___
__,_ _.___ � �__. _ _
� -- -' W i < � I j W
{
m < I 25 _+ ._.. .
i
• j V) j {
V/
1
jai 37.0 -`"'` ---- , 137.0 -- - - -- - ' 132.0 _
-_ 132.0 - - -- _ _ 132.0 132.0
' 10 -YEAR H( 0
10-YEA R HGL
! N
8 ,
-- - - - - --
133.0 - - - - - _ ____._ __: -._ -- - __ -_ __ _ - -... - . _ - - - -- - - - - - - -- - - -_ ; __ - ____
_._ .. __ _- _ -- _ _ '' iu
_ _ ... _ _ Q , fNVERT Li
1 33.0
-- - - - - -- _ - - +-------------- r - - - - - S-0.0014
iI ,
INVERT � S- 0.0014 -�-- ° • Li � 53.24 -t8" 'RCP
281 -18" RCP
x i , N 22.00 -18' RCP 2000 -D 2000 -D
129.0 1 29.0
- -- -
- - - - - -
- fi 2J.0
- _ - - � - - - - ----- -- - - - - ,
t ` f a I 2000 -D
I 18" STORM ! BRAIN 18" STORM DRAIN
nwEOT MSS 125.0 - - _ - _ - -- - -- -- - 1 - -- - � 8
125.0 � � - -_ -�_-
HORIZ: 1 " 20' ' HORIZ: 1 " =20'
i VERT: 1' 8' VERT: 1 " =8'
i
{
189.90 -413" RCP *57.61' -36" RCP 36.5T - 36' RCP � 12 -36" R
121.0 - 1400 -D 2000 -D 2000 -D 2000 -D 121.0
tt?
W } i { i W i
�i ? Z j
JW I
i _( 117.0
117.0
U •
QW
to A
I
HORIZ: 20
a VERT: 1"=4'
1
_ .
35 +00 36 +00 37 +00 CONSTRUCTION NOTES N •
r -' _� _ O1 CONSTRUCT 48 -INCH RCP E l
HIGH PRESSURE GAS LINE.
16.5'W.OF -- x
10 7 (0 -LOAD do BEARING PER PLAN) WHILE EXCAVATING.
N) CONTRACTOR TO USE EXTREME CAUTION
l O2 CONSTRUCT 36 -INCH RCP
:>
(D -LOAD do BEARING PER PUN)
i 4 CONSTRUCT 18 -INCH RCP D CONTRACTOR TO VERIFY DEPTH.
0 12 W. OF ELY R /W
N ' j t - 2 " - 1' P GAS (D -LOAD do BEARING PER PUN)
i 12 1 7 CONSTRUCT CATCH BASIN - TYPE G -1 PER
I I , S E. OF VIftY R/11V S.D.R.S.D. DWG. NO. D -8
Z
11 , 9 CONSTRUCT A.C. DIKE TYPE B PER S.D.R.S.D.
o R OAD } O wG. N0. G -5 AND PER DETAIL G ON SHEET 2
> 40. s
MELBA z r 2 }, <t m I x " r ` r - ,� -? 10 CONSTRUCT A.C. DIKE TYPE B PER S.D.R.S.D.
+ 23 :, _ 24 x` ? I . , 1 av i DWG. NO. G -5 AND 4" THICK A.C. APRON
r , . --
,' 3 s v I l �n I 4 11 Q 11 SAWCUT AND REPLACE EXISTING PAVEMENT WITH
i rY
M _._ I; � � t�3' ' 1 X '3 ✓.3 aa Y: + N, 1 8w S
j_j \ ` j I 4" A.C. OVER 8" CLASS II A.B. PER TRENCH
S T K xr ;.
> � Q s U N ' - x 13.5 : ucc ii oo 14' E. OF NfLY R _._ I DETAIL A ON SHEET
2
• --
Q X137 Tk�E ,�, -�, �F.NSf I i 12 RELOCATE BY OTHERS
rl * �'
I
X
35 +00
(n } i * N i CONC �; TREES 13.5.9 t r' Z > THE 6 1\ Vf 1 3 � \ �- � ••�� -- �x- - -- - - 15
REMOVE AND REINSTALL MAILBOX
1 I �) 1 I - 25 C ^ ` f
- �_
,-,.J 138 3 I I x. �}ABINET I 2 -4 C 18 REMOVE AND REINSTALL TRAFFIC SIGN
' -
7 9t r 1 2"H� G . - -- -
P +RrsER C�F+CtiTEL K _ 8.0� f T - -- - t�F . -z - 1424
' � P T 1 3 6 f4 ✓ -NCH HOUSE CONNECTION TORM DRAIN CURVE DATA
- �- - -- ------ � r �
- s vc x 139.4 X 43 4 23 RELOCATE EXISTING 6 I
_ - SEWER LITERAL PER APWA STD. PUN 223 1,
4 _ c CASE E OR AS DIRECTED BY THE ENGINEER O DELTA RADIUS TANGENT LENGTH
10 "vcP ss 7 11 '� \ I I u 24 CONSTRUCT MODIFIED CATCH BASIN -TYPE G -3
:E 0 4 .
- _ -_ _-- _ _ 3 1 4 X _ - - - ` -- N s�� X 14? 4 PER S.D.R.S.D. DWG. No. D -8 AND DETAIL C B
93'04'23" 22.50' 23.74' 36.55'
- --
6 Ac w ___ r, - wv _ - __ ON SHEET 4 0' 3' 2'
- - - -- - --
5
U -Y - _- - - - V ,`Y > , y' _ - - '� RETE LUG PER S.D.R.S.D.
-_ rr r- -.-rr�n - ..
_
< 6 AC
_ -- - - - - SSCO _ _ f - y - - - .c _ f� _� _4 x + - --
Y DWG. NO. C63 C
" 25
13E: 6 .- _ � � k ; .�s .: _ . � 1 PER
1 36. �, X , �_ to -
� ; , ; ;�, 26
1 12 H.P. GAS ; ` L1""� ,{ a_;r= V S.D.R.S.D. DWG. NO. D -3. L =
� 1-{1' J'T -v� CONSTRUCT CURB INLET -TYPE C '
0 az OF z,, _ -_ _ _ _r:. SLY R I 41, a' , O REPLACE EXISTING PAVEMENT WITH
3" A.C.
_ x OVER 6" CONCRETE BACKFILL OR TWO SACK
°N`
136. � _ 1 { SLURRY PER TRENCH DETAIL B ON SHEET 2
X 1.3? 4
_-
x ` N ;`F'_
" r . 31 CONSTRUCT MODIFIED CONCRETE APRON FOR CURB
• - i Z `� 4 1 _ �r` I `
Z �tiM1.�I. _. - }
r J �� , - 4.5' 35. `� '+ 1 INLET A OF I ° 1 DETAIL ON. SH .S�. T D.. DWG. N0. D -20 AND PER
3
{fiY
26 X { �, . 1 37 E I Z < W , -. = 0
x 3 cr} Y� 1 >
',. I < O CONTRACTOR IS RESPONSIBLE FOR
0 31
I m I �' ` 'r�. N 8" ' MAINTAINING WATER SERVICE TO CUSTOMERS
! N o W CK , x 136 1 9 i 2 19 E. OF LY R DURING CONSTRUCTION; INCLUDING
tc) - Lid _ ! <
W T > 11f T COSTS FOR HIGH -LINING AND ANY NECESSARY
rn REPAIRS AND RELOCATIONS PER S.D.W.D. STD.
FE
SEE SHEET 7 STA. 37 +50
W J ° > MATCH LINE DWG. P -2 AND PER DETAIL E SHOWN ON SHEET 2.
� = STORM DRAIN SCHEDULE
U
Q PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PI LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING
PIPE LENGTH SLOPE BEARING 48
1 " RCP 642.34' 0.14X SOO'36'35"W <7 > 36" RCP 36.55' 0.148 - 30 " RCP 245.00' 0.68X S00 18" RCP 21.00' 0.5270
S89 18" RCP 2.81' 2.22X S35'1 5'22*W
� pFESg�H GRAPHIC SCALE
48
2 " RCP 565.00' 0.148 S00'36'35V 8 36" RCP 123.84' 0.1476 S00'34'35"W 30" RCP 295.00' 0.688 SOO'34'35"W 18" RCP 26.30'
10.2776 N59'33'38"W 12" PVC 22.69' 1.19X N8 S. c '�
ao o ,o so +o ao
3 48" RCP 8.50' 0.148 S00'36'35V 9 36" RCP 4.00' 0.108 SOO'34 30
'35"W " RCP 103.27' 0.108 SOO'34'35"W 18" RCP 51.18' 12.7676 S26 12" PVC 22.69' 1.19X N84'25'25"IN
4 48" RCP 75.60' 0.148 - 36" RCP 97.00' 0.108 S00'34'35"W 30" RCP 35.37' 0.108 - 18" RCP 23.00' 1.328
N35'47'37"W 12" PVC 22.73' 0.1376 N89'25'25"W ° N°
* EXP. 6 -30 -04 ( IN FEET
5 48" RCP 189.90' 0.148 N84'20'59 1 30" RCP 143.00' 0.108 S00 V 30 - " RCP 156.87' 0.107E S89 18" RCP 53.24'
2.2276 S00'34'35"W 12" PVC 22.73' 0.137E I N89 - 2525 - W �'�M 40� i inc o ft. ca.
AL 36" RCP 57.61' 0.148 N8T30'12 30" RCP 254.00' 0.687r SOO'10'59"W RCP 4.00' 0.1076 S89 18" RCP 13.62' 2.228
-
REVISIONS APPROVED DATE REFERENCES SATE BENCHMARK SCALE DESIGNED BY: CHECKED DRAWN Y: Y: APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
E.S.G. G. S. E.S.G.
BENCHMARK: OC -0139 PLA ARED UNDER SUPERVISION OF RECOMMENDED APPR PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3 BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1 " = HARRIS & ASSOCIATES
LOCATION: IN CONCERETE SIGNAL LIGHT BASE DATE G '� BY: 0 0
AT SOUTHWEST CORNER i 7140 Bernardo Center Dr., s ulM 212 BY: SAN D I E G U I TO STORM DRAIN PHASE
11
INTERSECTION OF J STREET AND VERTICAL 1' =4' Son Diego, CA 92128 R.C.E NO. 59991 LERO SODAS, RCE 2312 PETER COTA-
ROBLES, RCE 52176
HIGHWAY 101 IN ENCINITAS. (858) 674 -5552 • FAX (858) 674 -5553 E S. G GES EXP. 06
SHEET 6 OF 9
ELEVATION: 76.506 DATUM: SD COUNTY A /30f04 DATE: 8Z D DATE: D PROJECT N0. CAID008
i
{
145.0
t
14
i I
1
LO ,
141.0
- - -- - �€ -- --------- - -__ -_ _. -- _- --- - -- � I � � 141.0
- -- - -- m m EXIST. S T SURFACE Co
.H
41
. m ABOVE 9. OF PIPE - - f
lb
137.0 c i v c� u ° c�3
_ - -_ -- _ _ -__ 1 0-YEAR--" GL
`Yl t
133.0 -- - - - - -- - - -_ - - -- - - - - - - - ---------- - - - - -- _,�. - - - -- - - - - --- ----------- - - - - -- ----- - -----
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to In
O
INVERT nast. 10`SS �•
125.0 3.8
co
M o
I
I
f
1 , -36 - RtP 7 7 97.00' Rte 1 743.00' , -30" RCP # 254.W-.V' R
2000 -D 2000 -D 2000 -D 2000 -D a IN -WIN
W
121.0 Z _ ` t -1 w H.P. GAS _ W
i 121.0
!
1 2 12 ___ ,_ ___ _____._._.__ ._ _ _ __ -_ _.� _- - - - _ __ -_ _ . - -., f f H.P. GAS � __ _ . -_ ._ - ____
_ _ _ _ _ -_ - _- -_ _ _ _ _ . _ _ _ _ _ ' Z
_ -j t
4.00' , -36" RCp O S=0.0010 } _._ 12� WATER ,, 1 J } 12 12' WATER t _ _ _ - _ - _{ _- __
._ _ - __ _- - �
2000 -D 1 40.0 2' -11 " COVER t 2 2 140.0 1 4y. 0 2' -11' CovER 12 2 , 140.0 t
U STA. 39 +40 STA. 39 +45 STA. 40+90 { STA. 40+92 I U
117.0 W ~ MODIFIED TYPE G-3 TYPE G-1 1 MODIFIED TYPE G-3 TYPE G-1
- - -_ _ -_ - ,. - - -_ 1�1 CATCH BASIN -�- CATCH BASIN- -__.__ _ .______ -_____ . -_ - -- -- ._____I _ -- CATCH BASIN CATCH
BASIN - -_ - -___ -. _ 117.0
135.51 GR 135,8± GR 135.5± GR 135.8±
1 3210 1 31.0 132.0
} }
C { M }
8 STRNI �RA[N » SCALE
� W � -
HORIZ: 1 =20 - - Lj Li - `�J - 2 -22.69 '- 0 RI - - - - 2- 2283 , -12 Pv+ H ,_
20 I VERT: 1 " -4'
; I
VERT: 1 " =8' � lz C -900 c -goo VERT: 1 " =8' I '
38 +00 39 +00 40 +00 41+00 42 +00 43 +00
CONSTRUCTION NOTES
2 22 CONS 36 -I NCH RCP PER
2 + 3 CONSTRUCT 30-INCH RCP
10 �} � �
3 O (D -LOAD & BEARING PER PLAN)
10 N 10 DRIVE w
�
O CONSTRUCT 18 -INCH RCP
A R D E
< 7 � (D -LOAD do BEARING PER PLAN)
} c� 24 4' I W
7 Q
W W , + Q ( j _ O7 CONSTRUCT CATCH BASIN -TYPE G -1 PER
a ^ ^ W '. �' S.D.R.S.D. DWG. NO. D -8
p.� I -.. XI -.I �" i W .
z I � ,,, 3 3 3 x 1 o A.C. DIKE TYPE B PER S.D.R.S.D. C3 x ^
*, I a DWG. NO. G -5 AND 4 THICK A.C. APRON
� a
I r I I ^X I n I e O N M `�
x Ln z I _ i Z w ao N ..., `` 12 RELOCATE BY OTHERS
!VMA 1 -_ w I I WW I I ,- ii x
C w Y' C`„ Q w O ` h w - } Ld W i ti ( Y '� ''�
k { cti O I I co �] c p ti
IV
l t I ^ I i i ^ I Y +� X r
W 13 PROTECT EXISTING Mr PLACE
i 1 I w I= )( f/1
x I '� X i^ ��, z w
M I Z I � I ^ o x
W X a
x - - X ' o WM ` �, WM G "' } `S ``` Y - t
Q � 14 REMOVE AND REINSTALL WOODEN R.R. TIE HEADERS
-_ ..._. _
r
I o ;_�
15 EINSTALL MAILBOX
_ Y a REMOVE AND R
k t i
L N a
.
,.- t I
ING
to
� WM `;
_ REMOVE EXIST PALM TREE
- 12 "AC W- �- -12 " 1 AC W . �- AC -12
_ -
T 1 >ti "A�'� $°� p� .- " YI -1 - d �A� AG ">
X x x h x �; h �, �, �, _ �, 20 REMOVE EXISTING DROP INLET AND BACKFILL WITH
- Ss- -a - a" ^ CLASS II AGGREGATE BASE
RELOCATE WATER SERVICE LATERAL PER S.D.W.D.
35 X i- 2"tIP. S
"HP G 1-1/2 G --� --- - _ _ ^- - 30 ---` 1 1 2 "HP G 1 -1 /2 "H
x - t+ocr 2 -
X t /2 "H G , .
STD. DWG. P -2 AND PER DETAIL F ON SHEET 2
-- RELOCATE EXISTING 6 INCH HOUSE CONNECTION
23
` - - - - - - - - - - - - - - - - SEWER LATERAL PER APWA STD.
PLAN 223 -1
- - , CASE E OR AS DIRECTED BY THE ENGINEER
jp- v1 S S �h -- S X x
T
` = LLI S S
�, ; O CONSTRUCT MODIFIED CATCH BASIN - TYPE
-
G 3 PER S.D.R.S.D. DWG
, r _ . NO. D-8 AND
_
�.
! v 1 DETAIL C ON SHEET 2
LO IQ Li
1 w I , o Il f� ,�' ` I _r- >: X z \ x a Q w j � 27 REMOVE EXISTING
BUSHES
LLI ++ < I Z I (� , x O O ti w 00 O
I y W I Q s
b I Z ) t ...r...�...� ` r z I j I __J-' � t ^\ I Y . } r1 -� \ Y Z
`...` 1 w / ^' ■ • 29 1LVI C )NCRLIE rR0 ON FOR EXISTING ; o x o T I jj{
z ! N �� Z r O SEWER PIPE PER S.D.R.S.D. DWG. NO. S -11
W ^ S 'n �. Y} y 1 O Z W
_ ^ X s t �, o I _..s_ - __ I ' r 'r ^ x R1 -- � ^. % I 1 X `
I " I �' -J W O REPLACE EXISTING PAVEMENT WITH 3" A.C.
x ( m `ti -r �`{ y' i I `c , -- I I I OVER 6" CONCRETE BACKFlLL OR TWO
SACK
14 1�4
Z (n SLURRY PER TRENCH DETAIL B ON SHEET 2
L W 13 22 15 22 2 23 24 23 27 22 15 2 20 24 3 22 13 23 13 22 13 23
24 3 23 15 23 13 22 t 5 23 15 19 3 0 W 33 REMOVE EXISTING LANDSCAPING
(n 30 10 30 10 30 10 30 30 � <uj U) � MAINT WATER SERVICE TO CUSTOMERS
DURING CONSTRUCTION; INCLUDING
STORM DRAIN SCHEDULE COSTS FOR HIGH -UNING AND ANY NECESSARY
REPAIRS AND RELOCATIONS PER S.D.W.D. STD.
PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING
PIPE LENGTH SLOPE BEARING DWG. P -2 AND PER DETAIL E SHOWN ON
SHEET 2.
.
1 '0 0 RCP 642.34 ' 0.14X SOO'36 35" W 7 36 w RCP 36.55 � 0.14X - 30 w RCP 245.00 . 0.68X Soo' 10 . 59"W 18 w RCP
21.00 . 0.52X S89 r 05"E 18 w RCP 2.81 2.22X S35' 15 ' 22"W 35 CONSTRUCT 12 -INCH PVC -NEW
2 48" RCP 565.00' 0.14X SOO'36'35"W <9> 36" RCP 123.84' 0.14X SOO'34'35"W 30" RCP 295.00' 0.68X SOO'34'35"W 18" RCP 26.30'
10.27X N59 W 12" PVC 22.69' 1.19X NW25'25"W (D -LOAD do BEARING PER PLAN)
NOTES
w • • •
4> 48 RCP 8.50 0.14X S00'36 . 35"W 9 36 w RCP 4.00 . 0.10X SW34 . 35"W 30 w RCP 103.27 0.1 OX S00'34 . 35"W 18 w RCP
51.18 s 12.76X S26 . 24"W 12 w PVC 22.69 . 1.19X N84 25 . 25"W S.'�t GRAPHIC SCALE •
4 48 RCP 75.60' 0.14X - 36" RCP 97.00' 0.10% S00'3435"W 30" RCP 35.37' 0.1 OX - 18" RCP 23.00' 1.32X N35
12" PVC 22.73' 0.13X N89'25'25"W ,� a1 HIGH PRESSURE GAS LINE.
m o 10 so .o so CONTRACTOR TO USE EXTREME CAUTION
5 48" RCP 189.90' 0.14X N84'20'59"E 30" RCP 143.00' 0.10% S00'34'35"W 30" RCP 156.87' 0.10X S89'29'05"E 18" RCP 53.24'
2.22X SW34 W 12" PVC 22.73' 0.13X N8T25'25"W NO. C59"I V WHILE EXCAVATING.
* M. 6 -30 -04 * _
6 36" RCP 57.61' 0.14% N8730'1 2"E 30 RCP 254.00' 0.68% SW 10'59 30" RCP 4.00' 0.1 OX S89'29'05" E 18" RCP 13.62'
2.22% - �'9 c or c M.
( IN FEET ) El CONTRACTOR TO VERIFY DEPTH.
�
1 inch - 20 fL
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE E Y: RAW,- Y: CHECKED BY: APPROVALS Cl TY OF
EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
E.S.G. G.S. E.S.G.
BENCHMARK: OC -0139 PLAN R ARED UNDER SUPERVISION OF RECOMMENDED APPRO PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3 BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1• - HARRIS & ASSOCIATES 002 DI
BY: BY:
LOCATION: IN CO SOUTHWEST E SIGNAL UGHT BASE DATE:
. . . . � ° SAN D I E G U I TO STORM DRAIN PHASE I I _
AT SOUTHWEST CORNER 17140 Bernardo Center Dr., Suits 212
INTERSECTION OF J STREET AND VERTICAL 1' =4' Son Diego, CA 92128 RCE NO 59941 LER SODAS, RCE 22312 PETER COTA-
ROBLES, RCE 52176
ELEVATION: 76.506 DATUM: SD COUNTY
HIGHWAY 101 IN EN
NITAS. (858) 674 -5552 *FAX (858) 674 -5553 IfAff Er GERGES EXP. 06/30M DATE: SZZ�o3 DATE: SHEET
7 OF Q
- PROJECT NO. CMDOOB
i
j ,
, + i
i z
Vf
145.0 _
N , 14 .
1
1 I SURFACE ' - m O f W �- 0
L0
o ABOVE t OF PI
00 141.0
141.0
M I i HC� •�
1 0 -YEAR � Q
ti 1
GATE: BY: DATE: a S. LE
137.0 to- YEAttcL d__ - . __ _ _ +_ _ -- - - _ __ -__ __- - - - -- - . _ -_ - - - - - - -- _ -
,; - - - - -- �.
0 006
t
- - __ - - Sa 8 -- - - --
INVERT - - - - -- _ . - - _ -
_ 7 - - - -- - - - - - -- ..
68 - - - - - -- ----- -� - - -- _
5 =0.00 -----
-- -- - - - - -- .-- - - -�-�- ------- - --- -- - -- - �� 133.0
133.0
1 29.0 s=o.0010
- - _ - - _ �_ -- _ _ _ _ - _. _ - - - -_ _----- _ - - - -- - __ - - - - -- - _- _ _ - -- -_ _-
- -. -- - - -_- - _ - -_ � _ _ _ _ _ _ _ _ .__ -
129.0
EXIST. �--- _.- ___ - -__ _ - - -- _ -- - -_ - __. -- ------- .-- __- - - - - -_ ___ ____ - _______.__
_____ __
1
125.0
254.�n R� ±245.CV-.M" RCP
2000 -D 2000 -D f 2000 -D
0)
5'
Z I ---- _ -__ -_- - - - -_ -- -_ __ _ -- - _. - - - - -- _ __ �_ .- -_ -- -_ - - -^ --- __.___ __ _ - __- __- - -__._
_ _ �- __ ._ _ _ _ -- . - -__:_ _ _ _ Z _ : _ _ - 121.0
121.0 _ - - - -- _ ._ -- - _ -- ___ - -_ - - -- _ _- _. __ - -- _ ___ __ . _._ . _ _ ___ _ .- ___ .- __
-
t= 2
W 117.0
- - - -- -_
117.0 - __ __ _________. __� __ _ _ - -- _�- __ __ -_- -__ __ _.__ _- __ __ _ -_ __ -- _ -- - -
____ _ _. __ _ .
_ _ __ - - - -- - - -__ __�- - - - - -_ . - - - - ii.l - -_ _. _ _ -_ t - _- - - - - -_- __. �_ - - -- - - -_ __ - - - -� _- -- - -
- - -_ __. _ ._ _ - -__ -- _._ -- - -- _ __ _ t_ ___ - _
_ _ _ _- -__ -- _ -- _ - i tW
t!)
� SCALE
a .
f I'ERT: 1 " =4'
43 +00 44 +00 45 +00 46 +00 47 +00 48 +00 O
O ��o
+ ' LO CONSTRUCTION NOTES
1 DRIVE 12 +
3 CONSTRUCT 30 -INCH RCP
ARDEN ;r, t (D -LOAD & BEARING PER PLAN
i� i - - { o N O
CONSTRUCT MODIFIED CATCH BASIN - TYPE
�' I I y � e i3 nl f f -8
NO D AND
ff }
~' O . 7 x b x "! I U ` x i O '} �V J J - i I w U / DETAIL ON 'SH EET
2
• .D. DWG
ii z
x ( f L_ � J N J .. iV } "� X ,�� x I N � N � � J , r
f
(; to W i N Y� < wk �x - w r W _ CO NSTRUCT A.C. DIKE TYPE D AND 4" THICK
- 1
�' W
_ L ._
N X r .. .. x �
w -
n x _ A.C. APRON PER S D R S D� NO G 5
y / / 10
X - -- Y
Ir I Q ' J �' ~ 1� �x / � � > 4J I >W / v
11
x _ < / � _ _- _ - °' I o; w / >
% 1 r 11 SAWCUT AND REPLACE EXISTING PAVEMENT WITH
g � >
z �, ( >^ �► �_ ; �, X l '�. z x / -- I / .Y / O 4" A.C. OVER 8"
CLASS II A.B. PER TRENCH
Ln
^x x / ., W 1 r I X y' � > o w X c�
( w ={ y (� / .t x ,� a 1 `Y' , " a t �` b d_ /'� :'~; DETAIL A ON SHEET 2
WM
RELOCATE BY OTHERS
a ^� � AVM l - - - `. , 1 h 1 ^ x _ - - �
W �IV�) 12
- �� - L.L ..... w
I
- r
IS
_.�� -� ---� - -' -� x - - - REMOVE AND REINSTALL MAILBOX
(- --er 12 "AC W �- T 12 "AC W -I -� 12 "AC W Z `a; _
12 "AC W h I - ^� -
cO a s » ^ x °° I ° - o _ ° - ^ a - Ai s"vcP s - s vcP
" �' ^ Y _ 23 RELOCATE EXISTING 6 -INCH HOUSE CONNECTION
• J a x I '-
I^n T S - - - - R VCP ss ^ - - e T SEWER LATERAL PER APWA STD. PLAN 223 -1.
Q CASE E OR AS DIRECTED BY THE ENGINEER
X -�
r x k X - °j 0� \ _ -1 2 G x - 1 -1 �18�D� _ = x ^ - 1- / ' HP G - x b
1 -1 /2 "HP G O REPLACE EXISTING PAVEMENT WITH 3' A.C.
"HP c - �, 4�p c - 1 -1 "HP c - _ - - - _ - - - _ - - OVER 6"
CONCRETE BACKFILL OR TWO SACK
�- - - - - - -` SLURRY PER TRENCH DETAIL B ON SHEET 2
�.
Q
34 CONTRACTOR IS RESPONSIBLE FOR
/ r MAINTAINING WATER SERVICE TO
O
! 1 i t I _ NE CESSARY
DURING CONSTRUCTION: INCLUDING
x
J
- -- T
z i z
I I 1 U ( vs
... R
z c REPAIRS AND HIGH
RELOCATIONS PERS.D.W.D. STD.
,, �, t j - W ( o I DWG. P -2 AND PER DETAIL E SHOWN ON
z x
v� 1 1 h r ca �'
U , � x ;Y o } I I �, W =w N Z z ? w SHEET 2. Uj
I
z
Uj
r v �.: w ; ( i w v
r O y I - - O � Z
W ) ___w
D ,i . -�.._ n . v... -, t• `� rl - _ .__.. _. Z 1 _ e` r t YY'Y"Y T �'(� /
w <
_
34 23 T 3_._ 6 3 23 34 13 23 34 13 J 34 23 3 15 23 13 34 6 13 3 23 23 34 34
23 13 34 3 23 15 =
w 30 10 11 11 10 11 11 0 W N .
LAJ � L ❑1 HIGH PRESSURE GAS LINE.
CONTRACTOR TO USE EXTREME CAUTION
WHILE EXCAVATING.
STORM DRAIN SCHEDULE
PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE
BEARING PIPE LENGTH SLOPE BEARING
1 48" RCP 642.34' 0.14X S00'36'35"W 30
7 36" RCP 36.55' 0.14X - " RCP 245.00' 0.688 S00' 10'59"W 18" RCP 21.00' 0.52X S89'29'05"E 18" RCP
2.81' 2.2211 S35' 15'22"W
48
2 " RCP 565.00' 0.14X S00'36'35"W 8 36" RCP 123.84' 0.14X SOO'34'35"W 30" RCP 295.00' 0.68X S00'34'35"W 18" RCP
26.30' 10.27X N5T33'38"W 12" PVC 22.69' 1.19X N84'25'25"W
3 48" RCP 8.50' 0.14% SOO'36'35"W 9 36" RCP 4.00' 0.10X S00'34'35"W 30 " RCP 103.27' 0.10X S00'34'35"W 18"
RCP 51.18' 12.76X S26'41 '24V 12" PVC 22.69' 1.19X N8,V25'25"W �pFESSfp,1,
� ��` GRAPHIC SCA
4 48" RCP 75.60' 0.14X - 36" RCP 97.00' 0.10% SOO'34'35"W 30" RCP 35.37' 0.1OX - 18" RCP 23.00' 1.32X
N35'47'37"W 12" PVC 22.73' 0.13% N89'25'25"W
�? 'o o 10 so 40 eo
5 48" RCP 189.90' 0.14X N84'20'59 1 30" RCP 143.00' 0.10X S00 30" RCP 156.87' 0.10% S89'29'05"E 18" RCP 53.24'
2.22% ISW34 12" PVC 22.73' 0.13% N89- 25 -25-W NO. 059991 V
,r M. 6 -30 -04
6 36" RCP 57.61' 0.147E N87'30' 12 "E 30" RCP 254.00' 0.6876 S00'10'S9"W 30" RCP 4.00' 0.1076 S8T29'05 "E 18" RCP
13.62' 2.227E - -p cM
OF C (MST)
1 inch = 20 &
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SIGNED BY: RAWN Y: =CHECKED Y: APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
S.G. G.S. E.S.G.
BENCHMARK: OC -0139 PL EPARED UNDER SUPERVISION OF RECOMMEND D APPRO PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3' BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1" = 2 0' HARRIS do ASSOCIATES 17140 Bernardo Center Dr., Suits 212 BY:
2��Ar
LOCATION: IN CO E SIGNAL LIGHT BASE DATE. 0026
AT SOUTHWEST T CORNER SAN DIEGUITO STORM DRAIN PHASE II
INTERSECTION OF J STREET AND VERTICAL 1 • =4' San Diego, CA 92128 R.C. NO. 59991 LEROY BODAS. RCE 2312 PETER COTA
-ROB S, RC - 52176
HIGHWAY 101 IN ENCINITAS. (858) 674 -5552 • FAX (858) 674 -5553 /�
7
ELEVATION: 76.506 DATUM: SD COUNTY EHA GERGES EXP. 0630/04 8t •LZ 773 PROJECT N0. (�AD008
SHEET 8 OF 9
157.0 1 i _ - - -- -- - - - -- _-- _ - -- -= - - - _ -- - -- -- - - - - -- - -I - --
- _
r
1f3
+
153.0 , _- - -
•�- - - - - _
. � 15
:
Q I
rxIS1`. S11�EE`t Sl1R�ACE N
�► _ _ ?
149.0
__ -- - - - - - -- __ -- --__- _._�_ ABOVE � � PIPE
149.0
w l
145.0 6 � � I �, _ _� _ - -_-- _ - - - -- - -=- - --- - -- - -_ _: _ ___
-- -- - - : - - 145.0
-
, i
141.0 ti f .
- - -- _ _..__ t _ _ _ _ -. - _ _ -_- _ - _ _ -_ _. T_ _ -- _._ _ __ -- _ 1II -YEAR GL
141
•) 10 -YEAR Hd.. I
I
28 i
INVERT - 7 ----------- - - - - -- I - 1--------------------- - - - - -- - - -- 5=0.0010 - -- -- - -- -- - - - - --
137.0 - 8 - - - - - - INVERT _ - - - - -- - - -- .- - - - -- - -- - - - - - - - -
-- - - - -- - - -- -- -- -- -- - - - - _ _ - - - 137.
co
La
133.0
__- -
- j
- 1
- 33.0
:
t
W J
_ n
W 9
129.0
129.0
W
0
win
fi
125.0 SCALE
2000 -0 2000 -D 2000 -D 2000 -D 2000 -D W-301' RCP O S*ti. _
.
_ _ _ -- ____ -__ -- _ - - -- _. _____ __ -_- _ -- __ - -__ - _-------- - - - - -- _ __
. _ _
�- HORIZ: 1 20'
I � ; I
f
VERT: 1 » =4 .
I
f
121.0
49 +00 50 +00 51+00 52 +00 53 +00
CONSTRUCTION NOTES
STORM DRAIN CURVE DATA
O3 CONSTRUCT 30 -INCH RCP
0 DELTA RADIUS TANGENT LENGTH (D -LOAD & BEARING PER PLAN)
SEE BELOW LEFT 11 O5 CONSTRUCT STORM DRAIN CLEANOUT - TYPE A4
PER R 9
0
( D > 90'03 40 22.50 22.52 35.37
E S.D.R.S.D. DWG. N0. D
MATCH LINE STA. 49+50 W 6 CONSTRUCT MODIFIED CATCH BASIN - TYPE
3
GA N` w� -j G -2 PER S.D.R.S.D. DWG. NO. D -8 AND
w I z �n z DETAIL C ON SHEET 2
>
SANTA <
10
FE DRIVE
t oe: J U' N J m c� .� 1 CONSTRUCT A.C. DIKE TYPE 8 PER S.D.R.S.D.
a ti ,r =' �� Z 0 < d 4 !9 DWG. NO. G -5 AND 4" THICK A.C. APRON
N D z 3 0_ w
tr . n z w ' W QD • a z N 11 SAWCUT AND REPLACE EXISTING PAVEMENT WITH
O f I 4I E ~ iv ,_ . , 0 }' < o )" ! 4" A.C. OVER 8" CLASS II A.B. PER TRENCH
' �, _ 3 DETAIL A ON SHEET 2
12 3! �"
1
vy � � - AS--- 12 RELOCATE BY OTHERS
1 - _ � 1 3 _A_ 00 d r- N S
�- t €. ` c rac r 141.5 1 ! 13 PROTECT EXISTING MI PLACE 00 1 4'�
�3' : i d BR�S�; 1412 Q - _ .o. c� - _,.�- - .. - - - REMOVE AND REINSTALL MAILBOX l
' _ .� I -� � _ REMOVE AM REINSTALL TRAFFIC 14
18
3 < - SE 4 Y 6
AROEN N 3 • N { I ; N U � �
P + ( - - - - - - - - - - - - �r' s -
ti O R I \ s R'ti� : ' _ T :�cF - -� yr , � 1 j A 4 � w - ---� -- 23 RELOCATE EXISTING 6-INCH HOU
CONNECTION
< x .. - - -ma y :-_� - -- ®- -- 12 AC W -tea 1. '4! 4 '' O SEWER LATERAL PER APWA STD.
PLAN 223-1.
CID iii N I >w z"" ` '" S D s" I CASE E OR AS DIRECTED BY THE ENGINEER
< =
v '1N
a y. r 8-INCH THICK
_ ' ' - 28
ss C -` -- - 12 AC - � -12 "AC W
PLUG ENO OF PIPE WITH
1 2' A Y/� --� � OF BRICK AND MORTAR
GAS -® H GAS \ l 51 + Ob 52 + v- ,2"HP G 9 ' 4�
w,v r - - - - - ' � O CONTRACTOR IS FOR
- 4
4 , `' MAINTAINING WATER SERVICE TO
O -
_
4 "NP GAS - - - _ I ANY w 2*A W ii 9+-
-- - 4 j T -
_ a "HP GAS _ DURING CONSTRUCTION NCLUDING
--) -- - - - _ - ` _
-
? _ - 4 HP GAS ^ -- - _ __. _.__ _._ R ♦ - „
DWG. P - 2 AN REPAIRS�AN RELOCATIONS PER S. D N ECESSARY
W D STD
I -- - N H 2.
D PER DETAIL E SHOWN 0 SHEET
- -- _ BRUSH
+ Br2U ;
€L
7LL - ' RFSER y
.(' 7
� ` f- TEL Y•T> t - Yl l . Y 14 ✓.
+ . -.. , - - --- ! .. - Y 1. 'Y Y'! - . Yt 'ry.r..YYYYY ✓ _. ,J ___ - _ Aif t �.
r
,
1
i s E3SCUk!�dG ^UT �' j'y tr I 3 C +
CC I' N 0 " 1 HIGH PRESSURE GAS UVE.
- L 146.3 1 '41. T
S J4a - _�._. -. _. r, . � _ ".._.► __ CONTRACTOR 0 USE EXTREME
CAUTI ON
CC 1 � � � -
_ x G 1 < +
'49 ' WHILE EXCAVATING.
7, ` 7 I 1 \ j H
r !l t x C, / �� 5 o a CONTRACTOR TO VERIFY DEPTH
C" �! Z
i N � W
00 Q %� �- i LL
Ld
LZ r- ; - w W STORM DRAIN SCHEDULE
- >-
W O PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH SLOPE BEARING PIPE LENGTH
SLOPE BEARING PIPE LENGTH SLOPE BEARING
34 13 3 23 6 34 3 15 Q = 1 48" RCP 642.34' 0.14X S00'36'35"W 7 36" RCP 36.55' 0.14% - 30 RCP
245.00' 0.68X S00'10'59"W 18" RCP 21.00' 0.52X S89 18" RCP 2.81' 2.22X S35'1522V
W H 11 10 11 W �- 2 48" RCP 565.00' 0.14X SW36'35"W 8 36" RCP 123.84' 0.14X S00'34'35W 30" RCP 295.00' 0.68X
SW34'35"W 18" RCP 26.30' 10.27X N5T33'38V 12' PVC 22.69' 1.19X N8,V25'25"W d os s�
(n V) 3 48" RCP 8.50' 0.14X SW36'35"W 9 36" RCP 4.00' 0.10X S00'34'35W 30 RCP 103.27' 0.10X S00'34' 35V
00' 18" RCP 51.18' 12.76X S2F41'24"W 12" PVC 22.69' 1.19X N8,V25'25V GRAPHIC SCALE
4 48" RCP 75.60' 0.14X - 36" RCP 97.00' 0.10X S34"W 35 30" RCP 35.37' 0.10X - 18" RCP 23.00' 1.32%
N3547'37"W 12" PVC 22.73' 0.13X N89'25'25"W `�' NO. C5M1 m o �o m +o M
* EXP. 6 -30 -04
5 48" RCP 189.90' 0.14X N84'20'59 1 30" RCP 143.00' 0.10X S00'34'35"W 30" RCP 156.87' 0.10X S8T29'05"E 18"
RCP 53.24' 2.22% I SOO - 34 - 35 - w 12" PVC 22.73' 0.13% N89 25 - 25 - W �,,� cwi. s
4> 36" RCP 57.61' 0.14X N87'30'12 30" RCP 254.00' 0.68% S00'10'59"W 30" RCP 4.00' 0.10X S8729'05 18" RCP
13.62' 2.22% - or rAL ( IN >E )
1 inch - 20 !L
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS Cl TY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
E. S. G. G.S. E.S.G.
BENCHMARK: OC -0139 PLANS R P D UNDER SUPERVISION OF RECOMMENDED APPRO PUBLIC IMPROVEMENT PLANS FOR:
DESCRIPTION: 3" BRASS CAP STAMPED OC 139 -1968 HORIZONTAL 1' =20' HARRIS & ASSOCIATES f Y /1"
LOCATION: IN CONCERETE SIGNAL LIGHT BASE DATE: ?1 2216:j 0026-D
AT SOUTHWEST CORNER 1 71 40 Center Dr., Certt suite 212 BY: BY. SAN D I E G U I TO STORM DRAIN
PHASE 11
INTERSECTION OF J STREET AND VERTICAL 1' =4' San Diego, CA 92128 R.C.E. NO 59991 LEROY SODAS, 2 312 PETER COTA- ROBLES,
RCE 52176
HIGHWAY 101 IN ENCINITAS (858) 674 -5552 *FAX (858) 674 -5553 S. S EXP. 061MM DATE: liZ 3 DATE Z- 69 PROJECT
NO. C ! D008
ELEVATION: 76.506 DATUM SD COUNTY SHEET 9 OF 9
I'