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GENERAL NOTES
WORK TO BE DONE >s
■
1. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHT-OF-WAY SHALL THE IMPROVEMENTS CONSIST OF THE FOLLOWING WbRK TO
BE DONE IN OBTAIN A SEPARATE ENCROACHMENT PERMIT FROM THE DIRECTOR ACCORDANCE WITH THESE PLANS, AND THE FOLLOWING:
OF PUBLIC WORKS. NO WORK SHALL BE PERFORMED IN THE PUBLIC
RIGHT -OF -WAY ON SATURDAYS, SUNDAYS, OR LEGAL HOLIDAYS 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(1985
WITHOUT THE EXPRESS PERMISSION OF THE CITY ENGINEER. EDITION).
2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 2. STANDARD SPECIAL PROVISIONS (1986 EDITION).
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION 3. SAN DIEGO REGIONAL STANDARD DRAWINGS (OCTOBER, 1986).
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS 'DURING THE COURSE OF 4. CONTRACT SPECIFICATIONS.
1 CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PER-
SONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO LEGEND
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS _ THE CONSTRUCTION OF A.C. OVERLAY O SLURRY SEAL
_
PER TYPICAL SECTIONS AND TABLE ----'---�
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION `\ K� , . ��,�c. ;,�= �'� ;; >e l
WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING `. 36 _:T " ' ? = -- 's
a
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- ': u s� l - --f� `, ' =; ._` C %if ADJUST MH
FRAMES AND COVERS AS DIRECTED BY THE ENGINEER
SIONAL. _ ADJUST WATER MAIN VALVE COVERS AS DIRECTED BY TIDE fA
j ENGINEER
3. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO "'• _ _ �' _ _ _ _ .
PROTECT THE UTILITIES OR STRUCTURES SHOWN OR NOT SHOWN ON �
` • �� L �; f -
THIS PLAN AND ALL ADJACENT PROPERTY, PUBLIC OR PRIVATE. +' - , k '• -tItND MARKERS AS biRECTED
BY THE
r1 ' f ,! --
THE CONTRACTOR SHALL NOTIFY THE CITY OF ENCINITAS OF THE s �!! I J ._�,: 1r' t '•. '� REPLACE TRAFFIC STRIPES
Y ENGINEER
UTILITIES OR STRUCTURES BEFORE STARTING WORK. _ M - --' r f -�, L ,
4. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE \ ww
JOINED BY NEW WORK SHALA` BE CONFIRMED BY FIELD MEASURE- ' �...�>ra.. . " \ ' pa rr ` -- �a;�� ; r
te: ,,; {
MENTS PRIOR TO CONSTRUCTION OF NEW WORK. I 1
•
S. NEITHER THE OWNER NOR 'THE ENGINEER OF WORK WILL ENFORCE \ \ _ — -�' - - - -- ��--- -�. -�-'''
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR WILL BE ` , s s N o s rt�I. c tt - s r s
SOLELY RESPONSIBLE THEREFOR. H -c ; \ �. I i,. -
S. NOTIFY CITY ENGINEERING DEPT. 72 HOURS PRIOR TO START OF
7. BEFORE EXCAVATING, THE THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILITIES BY CONTACTING EACH OF iy -- '] �( �. , _ •;mot' - " �� 1
THE FOLLOWING UTILITY COMPANIES 48 HOURS IN ADVANCE: o ';\�
1 ,• w
_ ► r
GAS i ELECTRIC: SOGtE 1 800 - 422 - 133
TELEPHONE: PACIFIC BELL 1- 800 - 422 -4133
CABLE TELEVISION: DIMENSION CABLE • 1 -800- 422 -4133
SEWER: ENCINITAS SANITARY DISTRICT 1- 800 -422 -4133 i t Y' ~w • i� t , / ��� �`
WATER: SAN DIEGUITO WATER DISTRICT 1- 800 - 422 -4133 1s ,�: j I .. -` ' ,• , ' r — �'� F- I \ s +
OLIVENHAIN MUN. WATER DIST. 1- 800 - 422 -4133 ` -; '� ' ; / ��•,
1 � I
S. CONTRACTOR SHALL MAINTAIN THE SERVICE OF ALL EXISTING -
WATER AND SEWER UTILITIES DURING CONSTRUCTION. CONTRAC- �; ;s 1 --= / % � -�'- - -- -
TOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER
• AND SEWER MAINS DURING CONSTRUCTION, AND SHALL HAVE SUFFI- �•' - t _ 1 , r• ,
CIENT PIPELINE MATERIALS AND EQUIPMENT ON -SITE TO IMMEDIATE- �► •�� - • \
►•
LY REPAIR ANY DAMAGE TO EXISTING MAINS. - >e: -
.1. PROPERTY OWNERS AFFECTED BY CONTRACTORS WORK SHALL BE
NOTIFIED PRIOR TO COMMENCEMENT OF WORK.
• 10. FOR ACCESS TO PROPERTIES AND PASSAGE OF EMERGENCY VEHI- `• c "' b ' ` , —
CLES, THE CONTRACTOR IS DIRECTED TO THE SPECIFICATIONS. ` t \,w S F� `
.
III. WHERE NEW CONSTRUCTION ADJOINS EXISTING PAVING, THE SUR- _
FACE SHALL BE FEATHERED OUT TO PROVIDE A SMOOTH SURFACE. \ �`. ` tic ,. +� �,, \
POWER POLES AND APPURTENANCES, AS REQUIRED, SHALL BE RELO- + s - •�►•» c1r . 1 __ _
CATED BY OTHERS.
M. CONTRACTOR WILL SUBMIT A DETAILED PLAN OF TRAFFIC ROUTING - �� 1 SA 0 E G U ! . s 0
TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PRECON- w
STRUCTION 'MEETING FOR REVIEW. ALL TRAFFIC MOVEMENTS WILL - - - -- — - - - APPROVED BY:
!�
BE #AAINTAINED, EXCEPT -FOR TEMPORARY APPROVED SHUTDOWNS. to
R S (RECTOR DATE
•.
U ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE UB IC W A
WARMING VP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF SHEET SHE
CITY OF ENCINITAS
TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND
ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO - - 1 ENGINEERING DEPARTMENT
TH9 PERIOD OETWEEN 7:30 AM AND 6:00 PM EACH DAY, MONDAY
*�► THROUGH FRIDAY, AND NO EARTHMOVING OR GRADING OPERATIONS _
SHALL BE CONDUCTED ON THE PREMISES ON SATURDAY, SUNDAY, Q �OFESSION� E' CITYWIDE PAVEMENT RESURFACING .:
OR HOLIDAYS WILLDAN ASSOCIATES PROJECT N0.1
14. PAVING ASPHALT SHALL e9 GRADE A.R. 4000. DAVID M. ASHLEY �^ CONSULTING ENGINEERS & PLANNERS
W sj� �/ W LF
&U3 GREE►rw#Cm, fTE 230, ro WOO, CA V2122 437 11" r :
15. WHEN: REQUIRED BY THE ENGINEER, CLEANUP AND DUST CONTROL No. 20,159 RECO E D B • ,
SHALL BE DONE IN ACCORDANCE WITH SECTION 7 -8.1 OF THE STAN- * �• ,'�`
< DARD SPECIFICATIONS CIVIL ENGINEER OF WORK - CITY ENGINEER DATE"
• j9j OF CAuE 7 LG PROJECT NO. DRAWING NO.
AVID M. ASHLEY DATE BY DESCRIPTION App'p CHKD 8Y:
FIELD BK:
- RCE 20159 EXP. 9/30/89 DATE REVISIONS
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APPLY SLURRY
SEAL TO EXIST. .
AC PAVEMENT .
RESURFACING TABLE
1 1 "X\W
L EXIST. CURB AND
GUTTER (TYP) TYP
EXIST. AC SECTION AC OVERLAY AC FABRIC FABRIC R/R PVM T SLURRY
SEC STREET LIMITS LEN WIDTH NO. THICKNESS TONS WIDTH SY SF SY
DEN NEPTUNE AV. ATHENA ST. TO SYLVIA ST. 3,250' 27' #1 - -- --- --- --- 9,800
UWA s
N #� LEU CAOMUS ST HWY 101 TO WEST ENO 300' 24• #3 2" 100 24' 900 - --
NEPTUNE AV NUE TO NORTH ENO 6,750' 26' #2 2" 2,350 - --
LEU NEPTUNE AV. ATHENA ST. °- •-• '
SYLVIA STREET TO ATHENA STREET CRO EDINBURG AV CAMBRIDGE AV TO SOUTH ENO 2,300' 24' #3 2" 750 24' 6,750
---
CRO MACKINNON AV LIVERPOOL OR TO BIRMINGHAM OR 650' 29' #3 2" 250 24' 1,900 - --
CRD GLASGOW AV 81R14 INGNAM OR TO NORTH ENO 1,300' 24' #3 2" 450 24' 3,800
CRD SOMERSET AV WARWICK AV TO BIRMINGHAM DR 1,400' 20' TO 28' #2 2 \" 600 - -- - -- 100 ---
LEU E. GLAUCUS ST HYMETTUS ST TO ORPHEUS AV @S0' 24' 02 1" 150 - -- - -• ---
LEU HERMES AV LEUCADIA BL TO NORTH END 3,100' 24 02 1 " 750 - -- - -- SOO - --
CRD MONTGOMERY Ail 81RMINGHAM OR TO SAN ELIJO AV 1,600' 29 02 2" 650 - -- - -- ---
LEU HYMETTUS ST LEUCADIA BL TO EOLUS AV 4,230• 24' 02 1% 1,050 - -- - -- ---
ti
VARIES 2Ar TO 35 SEE TABLE C RD LISZT AV BRAHMS AVE TO SAN ELIJO AV 1,250' 26' 02 2" 450 --- - --
- -- •
LEU EOLUS AV HILLCREST OR TO LEUCADIA BL 6,000' 25' #2 1 }" 1,500
VARIES 17 TO 1Tt • -• - -- ,
DEN SAN DIEGUITO SANTA FE OR TO 0 STREET 3,650' 23 /2 11�" 850 - -- - -- ---
7
LEU NAIAD ST EOLUS AV TO HYMETTUS AV 600' 24' 02 itj" 150 - -- • -• --•
CRO SAN ELIJO AV SANTA FE DR TO CHESTERFIELD DR 6,750' 34' TOSS' #3 2" 3,100 30' TO 48• 28,000
---
LEU 14YGEIA'AVE ORPHEUS AV TO LEUCADIA BL 2,650' 23' TO 30' #2 1" 450 • -- - -- ---
LEU HYMETTUS AV LEUCADIA BL TO HYGEIA AV 1,950' 23' TO 30' #2 1 \" 475 • -- - -- - --
DEN SUNSET DR VULCAN AV TO ORPHEUS AV 1,950' 24' #3 2" 625 24' 5,750 ---
Lai UNION ST ORPHEUS AV TO OCEAN VIEW AV 600' 24' TO 27' #3 X1/2" 150 0
-- - --
DEN OCEAN VIEW AV UNION ST TO SUNSET OR 2,600' 22' TO 35' #3 2" SZS 1S• TO 30 7,700 Soo - --
am mm to Wulff E7 Td UM= OR "r 33' #3 2" fi2S 311` *2O
O VERLAY •-- •
VERLAY P ER A EXISTING CURB AND GUTTER C RD DEAN DR FR EDA LN TO LAHOUD OR 490' 33' #3 2" 200 30' 1,650
100 - --
i O P
SOME AREAS (TYP) CRO PARK CREST OR DEAN OR TO SOUTH ENO 600' 33 #3 2" 275 30 2,200 100 - --
TABLE BELOW CRD SAN ELIJO CHESTERFIELD TO MANCHESTER 4,070• 24 TO 60• 03 2" 1,700 '24• TO 60 15,000
- --
CRD MANCHESTER 800'S /SAN ELIJO TO 2,270' SOUTH 1,470' 32' 03 2" 62S 30' 5,400 - --
._ - � i • CRO MANCHESTER 2,270'S /SAN ELIJO TO 1 -5 FWY RAMP 1,260' 38' 03 2" 650 36' 5,550
---
JJ AA LA
�� -� CRD MANCHESTER I -S FWY RAMP TO 1,970' EAST 1,970' 32' #3 2k" 1,050 30' 7,250 SOU ---
CRO MANCHESTER EL CAMINO REAL TO 800 SOUTH B00' 32' #3 Zk" 450 30' 2,950 500
EXW. AC
20,950 98,620 2,400 9,800
CAL #
TYPt SECTION 2
I
VANES 24 TO SOU' SEE TABLE •
-VARIES ir TO
4
CONSTRUCT AC
OVERLAY ON FABRIC
PER TABLE BELOW
APPROVED BY: d 8$
PUBLIC WORKS (RECTOR DATE
��- SHEET CITY OF ENCI NITAS SHEETS
-- 2 ENGINEERING, DEPARTMENT 5 '
EXIST. AC EXISTING CURB AND GUTTER , •
SOME AREAS (TYP) F CITYWIDE PAVEMENT FIESURFACINGI
�� WILLDAN ASSOCIATES PROJECT N_0.1 + `
C� CONSULTING ENGINEERS i PLANNERS - -
TYPICAL SECTION #1 DA M• D w 4" GNEWs"CH, UM 230, SAW D1EG0, CA 92122 437 11"
°C No. 20.159 R E CO
ENGINEER OF WORK: _ �' A 1A%
CIVIL �`� CITY ENGINEER DATE
Of CA�FO�` DAVID M. ASHLE Ic'WN.BY: PROJECT NO. DRAWING NO.
4 DATE BY DESCRIPTION APP'D HKD.BBK: R -68 1
- 1
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M L elf � \ 1 � ' y►16
® - i ''E' �" ` - ` ' ' - _- CITYWIDE PAVEMENT RESURFACING
® 111, 'k , ofESSio CITYWIDE WILLIDIAN ASSOCIATES PROJECT NO.1
3®
� CONSULTING ENGINEERS bPLANNERS -' - -
m / DAYID M. AS" W sta e,W►ew+ew. SURF 290. SAN WOO, a 92122 457-11"
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Oi CAuIE DAVID M. ASHL DWN.BY:
DATE BY DESCRIPTION APP'D CHKD.BY: R Rl Sl oo '
RCE 20159 EXP. 9/34/89 DATE REVISIONS FIELD SK:
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