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GENERAL NOTES ENCINITAS SANITARY DISTRICT SEWER NOTES N C17Y OF CARLSBAD
I MPRO VEM ENT
SITE
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
e
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION)
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
.e tEIlc��w s
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY 9
THE SAN - DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO
OUV a
REGIONAL STANDARD DRAWINGS (LATEST EDITIaN) AND THE FOLLOWING REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SOILS
ENGINEER'S CERTIFICATE o °°
SPECIAL PROVISIONS: SPECIAL PROVISIONS:
TM 94-066 GEOTECHNICS INCORPORATED:
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHER WEST
OF STA. 77 +00 LEUCADIA BLVD otl A �
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- WISE NOTED. I, ANTHONY F. BELFAST A REGISTERED PROFESSIONAL
WAY. ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING ENCIIIIII I AS
PIPE 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF 2 (A) AL SHALL HAVE D 4' IO M N HEREBY
C THAT SAry� IMUM OF 3/4 INCH CRUSHED OWNER /PERMITEE STATEMENT REFERENCE DRAWINGS BUSINESS THE FIELD O �I SOIL MECHANICS, n"
ENCIN +TAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE ROCK BENEATH THE PIPE. S AND STUDIES OF Z
REQUIRED PRIOR TO CONSTRUCTION. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE ENCINITAS RANCH DWG. 4457 -I,
4457 -G THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE BI►c TAE °e
B V.C.P. ANT? A.B.S. TRUSS PIPE BEDDING FROM BOTTOM G. 0012 -SI & 4434 -I WERE MADE BY ME OR UNDER MY DIRECTION BETWEEN
FE nnivE
( ) PLANS. LEUCADIA BOULEVARD DWG. THE DATES NONEtrIBER 1, 1995 AND JANUARY 19. 1996 AND TA
3, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE QUAIL HOLLOW DRIVE DWG.
42615-1 THE DATES SEP'iEWIBER 9, 1996 AND MARCH 20, 1998
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE — DRAINING DEVONSHIRE ENCINITAS RANCH
TM 94 - 066
ONE COMPLETE COPY OF EACH SOILS REPORT COMPILED
BOUNDARY. GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR DEVONSHIRE
DWG. 5722 -I o
ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS ENCINITAS RANCH QUAIL HOLLOW FROM THESE STUDIES, WITH MY
RECOMMENDATIONS, Q� �-{
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF DETERMINES ARE NECESSARY
AND DESIRABLE FOR THE PROPER DWG. 5536 -I, 5536 -G HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY
BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CON ST ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE ce
RUCTION OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH COMPLETION OF THE IMPROVEMENTS. QPpFESS��h4
BERM, CURB, CROSS GUTTER AND PAVING. CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE IMPROVEMENT PLANS AND
CERTIFY THAT THE �o �� �. eF �, CAM" I RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
PIPE INVERT GRADES ARE 1 % OR GREATER. I FURTHER AGREE TO COMMENCE WORK Ofd ANY IMPROVEMENTS SHOWN ON THESE FOR THIS PROJECT
HAVE BEEN INCORPORATED
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAMS AFTER
I Q C040333 rr
ASSESSORS PARCEL DUMB R IN THE IMPROVEMENT NS AND SPECIFICATIONS. c� r
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 3. AFT ER COMPLETION OF PIPE LAYING, ALL MAIN LINE -SEWERS, ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO PURSUE SUCH WORK w X �.
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SEWER SERVICE LATERALS AND. STRICTURES R, - BE TESTED ACTIVELY ON EVERY NORMAL
RKING DAY UNTIL COMPLETED, IRRESPECTIVE 254- 200 -04, 31, 32, 34, 35, 37, 38 SIGNED: �� Cr Exp.
OTHER EXISTIN FACILITIES EXCEPT AS SHOWN ON THESE PLANS. IN THE PRESENCE Wr irit ii-40"t-LCTOIr'°` - .:; PRESSURE TEST AND INDEPE NT OF AN T ORK
ASSOCIATED WITH THIS PROJECT OR 254-201-06, 13, 15, 16 RCE NO: 40333
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY Z5MALL t9t USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. UNDER M C T 255
-01 1 -06, 07 EXP. DATE: 3Z31 qTF OF CA��
MEASURES TO PROTECT ANY EXISTING FACILITIES SHOWN HEREON AND 2 _ 2- 257- 010 -01, 34, 36, 37
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD BY: -- -
- 257- 020 -02
NO. S -17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC CNRI A K - IDENT DATE: 257 -03 -28 SOILS ENGINEER'S
CERTIFICATE
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WOR" ( POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES CARLTA EVELOPMENT
COMPANY 257 0 40 - 23, 24 VICINITY MAP
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PfZi4TOO ARE ACCEPTABLE FOR USE W;TH 8 INCH COLLECTOR SYSTEMS WITH 5600 AVENIDA ENCINAS, SUITE
100 257 - 011 -1, 3, 9, 10, 13, 14, 17
CONTRACTOR WILL MAKE EY LEIGHTON AND ASSOCIATES
CONSTRUCTION OF NEW WORK. c INSPECTOR'S APPROVAL.
� � --,- � •• ABILITIES CARLSBAD, CALIFORNIA 92008 NO SCALE
EXCAVATIONS AND LOCATE -YI�ING HtRMi� • KtVISIONS ,. TO PLANS 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO'S (760) 431 -5600
EAST OF STA. 77 +00 LEUCADIA BLVD
SUFFICIENTLY AHEAD OF „�7 BECAUSE OF ACTUAL LOCATION OF I, JOSEPH G. FRANZONE A REGISTERED PROFESSIONAL
IF REVISIONS ARE - 'I S - 13 AND S - 14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO
EXISTING FACII ' MANHOLE. NOTES: ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
.,I - OR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC DECLARATION OF RESPONSIBLE CHARGE BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS,
�� 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE HEREBY CERTIFY
THAT SAMPLINGS AND STUDIES OF
7. THE CO' RIOR TO START OF WORK NEAR COMPANY FACILITIES AND THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
COMP" JORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NO. S - TYPE A. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT
FAMILIAR WITH AND IMPLEMENT REQUIREMENTS OUTLINED WERE MADE BY ME OR UNDER MY DIRECTION BETWEEN
S► THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE WITHIN THE FOLLOWING PROJECT PERMITS: THE DATES
APRIL 1995 AND JUNE 1995
40TICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS -7• XLL MAINS AN ^ u LATERALS SHALL BE CONSTRUCTED WITH 42 PROJECT AS DEFINED IN SECTION 5703
OF THE BUSINESS AND PROFESSIONS I� L
IN MINIMUM COVER. T ONE COMPLETE COPY OF THE SO REPORT COMPILED SHEET INDEX
PROJECT WHICH ARE "UNDERGROUK)^u'1NSTALCaIT01P3 . FOR FROM THIS STUDY, WITH MY RECOMMENDATIONS,
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. - U.S. ARMY CORPS OF ENGINEERS 404 PERMIT
- CALIFORNIA DEPT. OF FISH & GAME STREAMLINE
LOCATION OF ELECTRIR, At TABLES AND GAS PIPING AND HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
APPURTENANCES r'.aNTACT SAN DIEGO GAS AND ELECTRIC 8 • THE FINAL. LOCATION AND ELEVATION OF SEWER MAINS I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS ALTERATION AGREEMENT, SEC 1603 ENGINEER. FURTHERMORE I HAVE REVIEWED THESE - 'ROFrSS�p SHEET
COMPANY. TELFL�P'HIONE: 800 422 -4133 PLANS, PRIOR TO ACCEPTANCE OF WORK. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS - QUILT BY THE CITY
OF ENCINITAS IS CONFINED TO REVIEW ONLY - STATE WATER RESOURCES CONTROL BOARD X0 �l NO. DESCRIPTION
A
( ) i `� G . F
AND DOES NOT RELIEVE ME AS AN ENGINEER OF WORK OF M�i' DIVISION OF WATER QUALITY, GENERAL IMPROVEMENT PLANS AND CERTIFY
THAT THE �Q' Q�
CONSTRUCTION - ACTIVITY STORM DRAIN PERMIT RECOMMENDATIONS INCLUDED IN THE SOILS REPORT �` -C6 1 TITLE SHEET
& NOTES 4 8. THE CONTRACTOR F�HALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK . . FOR THIS PROJECT HAVE
BEEN INCORPORATED o
1 0 -, No 33552 m
- CALIFORNIA COASTAL COMMISSION COASTAL IN - I HE IMP VEMENT LANS AND SPECIFICATIONS. 1 a
NEAR COMPANY "rACILIIIES AND SHALL COORDINATE HIS /HER WORK WITH 9 • ALL DESIGN CHAi�IGES OF SEWER MAINS SHALL BE APPROVED HUNSAKER & ASSOCIATES,
INC. PERMIT NO. 6 -94 -60 � ,t �P• � ��� •* 2 NOTES & LEGEND If , COMPANY °rit~PRESENTATIVES. BY THE CITY
ENGINEER IN WRITING PRIOR TO ACCEPTANCE
FOR PUBLIC u �>r=.e ..,... SIGNED: __
3 HUGHES - U.S. DEPT. OF FISH & WILDLIFE SERVICE Cam'
r 3 INDEX MAP
L PERMIT SECTION 7 10 a OR 4 d 9552 OFCAu
NOThWE: AI_L EXISTING TELEPHONE SERVICES WITHIN THIS PROJECT , I „��_ ��� ��T ; IRVINE, CA 92718 r O O•
RCE N0.
BOUNDARY WHICH ARE "UNDERGROUND INSTALLATIONS". FQ�' I FI HrttAS� „�OMPACTED TO 90� PRIOR TO PIPE
LOCATION OF CABLES AND APPURTF�' "N(`�c INSTALLATION. /��/99 EXP. DATE: 12y'31 Z01
I ' r _ rrt:..,LJ CONTACT PACIFIC
BELL TELEPHONE: (8�(' l DRU J. MAYERS RCE NO. 38474 DATE 4 DETAIL SHEET
I t; _ J) 422 -4133 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS EXP. 3 / 31 / 01 5
- STREET SURFACE IMPROVEMENTS
9. IT SHALL BF ' r DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO SAN D I EG U ITO
' ,"moiY AGENCIES, ADVI�E S BEM OF PROPOSED P THE IMPROVEMENTS C AND ARRANGE FOR INSPECTION OF PROJECT. PHONE (760)633 -2770 WATER DISTRICT
G RAD I! G NOTE 18 -24 SEWER AND WATER IMPROVEMENTS
BEAR THE COST OF REL OCATIONS, IF NEEDED. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING CONTINUATION OF GENERAL NOTES
w 25 -2-8 STRIPING AND SIGNING PLANS
SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY NO WORK SHALL BE PERFORMED WITHIN ALL EXISTING GRADING PER ENCINITAS
10. ALL TELEViSIGN SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND RIGHTS -OF -WAY. 21. ALL SIGNS SHALL BE ALUMINUM WITH 3M HIGH INTENSITY
TYPE MAGDALENA ECKE PARK WITHOUT WRITTEN RANCH PHASE 1 DWG. 4457 -G
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES REFLECTIVE FACE OR EQUIVALENT. PRIOR APPROVAL FROM THE COUNTY OF
29 -30 SIGNAL PLANS
CONTACT (800) 422 -4133. 13. THE CONTRACTOR SMALL AND HEREBY DOES JUH ;-i,1 r...E ALL SAN DIEGO. IF APPROVAL CANNOT BE
22. ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING 31 LEUCADIA BLVD. PHASING PLAN
WORK FOR A PE`'100 -�F 0','F _ �r i - ER THE DATE OF OBTAINED THESE IMPROVEMENT PLANS
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN
ACCEPTANCE OF SHALL BE DONE BY CONTRACTOR. '
ON THE "AS BUILT” IMPROVEMENT DRAWINGS. ALL SOURCES SHALL OF er . _ ��K �' THE OWNER AND SHALL REPAIR SHALL BE REVISED AND ALL PROPOSED
32 -37 STORM DRAIN IMPROVEMENTS
LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASE J. - - ` - - --' Y
OR ALL SUCK WORK, TOGETHER WITH ANY 23. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE WATERLINES SHALL BE LOCATED
WITHIN'
DEDICATED TO THE CITY OF ENCINITAS. - OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT STREET NAME SIGNS AND TRAFFIC SIGNS BY THE CITY
ENGINEER'S THE TRACT BOUNDARY AND SHALL BE 38 -39 GRADING PLANS
MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS ENCOMPASSED BY A WATERLINE EASEMENT
APPROVAL.
I 12. NO PAVING SHALL�E Df'"�t UNTIL EXISTING POWER POLES ARE WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE IN FAVOR OF THE SAN
DIEGUITO WATER 40 WILDLIFE CROSSING
�' P WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING DISTRICT. THE REVISED IMPROVEMENT
RELOCATED OUTSIDE, %rHE AREAS TO BE PAVED. ORDINARY WEAR AND FEAR, UNUSUAL ABUSE OR NEGLECT. 24. THE GE - REPORTS CALLED OUT ON IMPROVEMENT
PLANS SHALL BE REVIEWED AND APPROVED
PLAN 44557 7- 1 I AND ND GRADING PLANS 4457G ,APPLY TO THESE BY THE SAN DIEGUITO WATER DISTRICT
�I PLANS. A REGISTERED CIVIL ENGINEER WILL OBSERVE LEGEND OF ABBREVIATIONS
SHALL PROVIDE TRUE 90 CUTOFF, AND ALLOW NO 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, ALL GRADING ACTIVITY AND ADVISE ON COMPACTION
AND PRIOR TO ANY OF THE REVISED WORK
ESCAPE OF LIGHT ABOVE THE HORIZONTAL. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION STABILITY OF THE SITE. BEING PERFORMED.
r TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF
14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY
T.C. TOP OF CURB
DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT OR EASEMENTS. 25. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR
G.B. GRADE BREAK
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES B.V.0
NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY K ND
663 -2770. . BEGIN VERTICAL CURVE
15 " .r AS BUILT" DRAWINGS WORK BE SUBMITTED PRIOR TO FINAL FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE BASIS OF BEARINGS
E.V.C. END VERTICAL CURVE
P. I. POINT OF INTERSECTION
15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH IMPROVEMENTS. (IF APPLICABLE). B.C.
BEGIN CURVE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS NOT BE RESPONSIBLE THE
BASIS OF BEARINGS FOR THIS SURVEY IS COUNTY OF SAN DIEGO o
i # 26. THE ENGINEER PREPARING THESE PLANS WILL THE CALIFORNIA COORDINATE SYSTEM NAD 83 DEPARTMENT OF ENVIROMENTAL
HEALTH
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND E.C. END CURVE
I ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN HIN H.P. HIGH POINT Z
SURVEYOR. EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF ZONE 6, GRID BEARING
BETWEEN STATIONS
THESE PLANS. AL CHANGES TO THESE PLANS MUST BE IN R1800 48 +61 EC AND R1800 58 +75 BC L.P.
LOW POINT
I 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. WRITING AND MUST BE APPROVED
BY THE PREPARER OF THESE ALONG THE CENTERLINE OF EL CAMINO REAL S PT. ANGLE POINT Q
AND WATER SERVICE BY CHISELING THE LETTERS S AND ' W AS SAID STATIONS ARE PUBLISHED IN THE CITY APPROVED BY: T. STREET p
" PLANS.
RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 17. WASTEWATER DISC PERMITS AND PLUMBING PERMITS ARE OF ENCINITAS HORIZONTAL CONTROL
BOOK; RT. RIGHT
REQUIRED PRIOR TO CONNECTION TO SYSTEM. 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND i.e. N 0 ° 25'38" E. SAID BEARING
AND THE DATE: '�{- - Z�'" �� LT. LEFT W
^^ `? " COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING BEARINGS SHOWN HER ARE IN TERMS OF BOT.
BOTTOM
THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A 18 -
PROVED BY THE INSPECTOR. PRIOR TO ACCEPTANCE OF NEW SEWER MAINS LESS THAN 3G THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCL UDING THE
CALI F.L. FLOW LINE FORNIA COORDINATE SYSTEM NAD 83, INV. INVERT
MANNER AND LOCATION A
INCHES IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT �� �
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT ZONE 6. E
TELEVISION AFTER C07vIP.LETION OF TRENCHING BACKFILL AND N.T.S. NOT TO SCALE
ALL EXISTING TREES WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE REMOVED. SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
n UNDERGRO JND SERVICE ALERT POR PORTION U
FINISHED GRADIN- BUT PRIOR TO PLACEMENT OF PAVEMENT WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, THE COMBINED SCALE FACTOR AT
STATION AS B U I LT
OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS "R1800 58 +75 BC IS 0.99996478
(GRID 1W
Two WORKING DAYS BEFORE YOU DIG Yea C.B. CATCH BASIN
O.C. ON CENTER g 2
PROVIDE FOR TELEVISION INSPECTION. (SEC. 306 - 1.4.8). O Call:Toll FREE P.C.C. POINT OF COMPOUND
CURVE Cl-
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY
STRIPIN PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION DISTANCE = GROUND
DISTANCE X COMBINED `�� E.C.R. END CURB RETURN 2 Li
PROJECT. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING SCALE FACTOR).
19. AT ALL MANHOLES, THE MINIMUM FALL ACROSS MANHOLE SHALL FOR LIABILITY ARISING FROM THE SOLE NEGLECT OF THE OWNER P.E.
EXP. DATE 1-800 B.C.R. BEGIN CURB RETURN
BE 01 FT. AT ANGLES LARGER THAN 45 DEGREES, ALLOW 422 -4133 P.R.V.C. POINT OF REVERSE VERTICAL
CURVE
.
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE DETOUR OR THE ENGINEER. P.R.C. POINT
OF REVERSE CURVE
PLANS AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT 0.2 FT. FALL. REVIEWED BY: O
OF WORK. N �
20. CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA C.O. CLEAN OUT EL
"APPROVAL OF THIS PLAN BY THE LEUCADIA COUNT' WATER
TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR _ "CAUTION ": Remember that the USA Center ESMT. EASEMENT Q
TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS T THE STORM DRAIN NOTES
INSPECTOR DATE notifi Th ere cou b
es only t hose utilities belonging to
O �j
the center. ere coue other utilities M.H. MANHOLE
SEE AT RIGHT FOR CONTINUATION OF NOTES HOURS PRIOR TO ANY CONSTRUCTION. 1-800-422-4133. ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OF, ANY
present at the work site. The center will I R/W RIGHT OF WAY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS 1. ALL STORM DRAINS SHALL BE 1350 -D inform you of whom
they will notify. V.C. VERTICAL CURVE (n
OF THIS PROJECT" UNLESS OTHERWISE NOTED. - RAD PT. RADIUS POINT L Q
f���� ( -H2- d t-
ENCINITAS SANITARY DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION
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