192 P
GRADiNG NOTES: MW M. BE_ DONE
1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK
TO BE DONE ACCORDING
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE TO THESE PLANS, AND THE FOLLOWINCN SPUP lCATiONS AND
STANDARD DRAWINGS
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE
SPECIAL PROVISIONS FOR THIS PROJECT, AND THE SAN DIEGO AREA STANDARD SPECtFICATfOF1S
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST
FOR INSPECTION. 1. "GREENBOOK" STANDARD SPECIF1 ATTONS FOR PUBLIC WORKS
(1997 EDITION). r
2. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 2. CALIFORNIA DEPARTMENT OF TRANSPORTATiON, MANUAL
OF TRAFFIC
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES,"
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION SEWM NOTES (1990 EDITION).
EXISTING PRIOR TO GRADING. 3. SAN DIEGO COUNTY REGIONAL STANDARDS COMMI ?'TEE 1996 EDITION OF THE I
3. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 14. JOB MIXING OF CONCRETE IS NOT PERMITTED.
'WATCH" HANDBOOK.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND 4. SAN DIEG�UITO WATER DiS?RTC? STANDARD SPECIFICATIONS
FOR Ct;NNSTRtUt,'T<ON
15. ALL CONCRETE TESTING REOUIRED BY THE LCWD WILL BE AT THE EXPENSE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. THE CONTRACTOR. ON WATER MAINS.
4. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 5. LEUCADIA COUNTY WATER DISTRICT (LEWD) STANDARD
SPECIFICATIONS FOR
SAFETY DEVICES, INCLUDING SHORING, AND SHALL RESPONSIBLE CONSTRUCTION OF SEWERS AND APPURTENANCES -APRIL 1995.
FOR CONFORMING N ALL LOCAL, STATE AND FEDERAL SAFETY AND 16. THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWrD INSPECTOR PRIOR
6. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -JULY 1992.
HEALTH STANDARDS, LAWS AND REGULATIONS. TO BACKFlWNG OVER ANY SEWER PiPE OR SEWER WWYES. EROSi0N STANDARD DRAWINGS
5. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF /2) MILE 17. ALL LATERALS AND MAINS MALL BE TESTED BY "AIR TEST METHOD" AFTER M %MT �DEX
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAII�GS -VARM 19'9`7.
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN THE LCWD STANDARD SHEET 1. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2 STATE OF CALIFORNIA STANDARD PLANS -JULY 1992.
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR SPECIFICATIONS. NO. DESCRIPTION AVAILABLE AT ALL TiMES DURING THE
RAINY SEASON. ALL -
ON SATURDAYS, SUNDAYS AND CiTY RECOGNIZED HOLIDAYS. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
1 1111E SHEET
18. ALL ACCESS HOLES (MAM�fOLES) SHALL � IN ACCORDANCE WITH LCWD STANDARD do INDEX MAP CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF DESCRiPTION �
6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY DRAWINGS S-4 AND S -6 AND SHALL BE TESTED BY "VACUUM TEST" AS SPECIFIED 2 TYPICAL
SECTIONS TEMPORARY DEVICES WHEN RAIN IS IMMINENT. EXISTING CONTOURS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 3 DEMOLITION PLAN 1za
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE IN THE LCWD STANDARD SPECiFICATiGNVS. 4 DEMOLITiON PLAN 2 DEVICES SHOWN
ON PLANS SHALL NOT BE MOVED OR MODIFIED
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5 LEUCADIA BLVD STA 9 +69.75 TO STA 19 +00 WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR. PROPOSED CONTOURS
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 19.. ALL CLEANOUI'S SHALL K IN CONFORMANCE WITH LCMID STANDARD DRAWING S-9. 6 LEUCADIA BLVD STA
19 +00 TO STA 29 +60 GRADED SLOPES
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTRO D
EVICES
( -
�ERAL N 7 LEUCADIA CADIA BLVD STA 29 +60 TO STA 36 +50 2 89. 7 •
7. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 8 LEUCADIA BLVD STA 36 +50 TO STA 42 +26.01 TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER PROPOSED SPOT ELEVATIONS
SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 9 SAXONY ROAD
AFTER EACH RUN -OFF PRODUCING RAINFALL. LOT LINE ` -
OBSERVE AND TEST THE EXCAVATION PLACEMENT AND SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- 10 CLARK AVENUE / URANIA AVENUE
DAYLIGHT LiNE
COMPACTION OF FILLS AND BACKRLLS AND COMPACTION OF WAY. NO FEE WILL BE REQUIRED. 11 CL AND CURB PROFILES 4. THE CONTRACTOR
SHALL IINSTALL ADDITIONAL EROSION CONTROL
TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED 12 CL AND CURB PROFILES - MEASURES AS MAY BE REQUIRED BY THE CITY
OF ENCINITAS RIGHT -OF -WAY LINE
13 STORM DRAIN PROFILES ENGINEER DUE TO ANY INCOMPLETED GRADING OPERATION OR SEWER LINE 8 PVC )
S
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 2. THE STRUCTURAL SECTIONS OF ALL PAVEMENT SHALL BE IN ACCORDANCE
(
WI
UNFORSEITI CIRCUMSTANCES WHICH MAY ARISE.
UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS 14 STRIPING PLAN
SEWER LATERAL LM S - ---�
THAT OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 15 STRIPING PLAN
THEiR SUPERVISION AND THAT IN THEIR OPINION, ALL EMBANKMENTS 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SEWER
MANHOLE LCWD S - 4,S -
ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - OF - WAY SHALL 16 TRAFFIC SIGNAL PLAN URANiA AVE & LEUCADIA BLVD NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO SEWER CLEANOUT ---�
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE 3. BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF 17 TRAFFIC SIGNAL PLAN - SAXONY
ROAD & LEUCADIA BLVD AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS LEWD S- 9,S -10
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND STORM DRAIN (SIZE PER PLAIN) 0 -60 ====SD===
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. BERM, CURB, CROSS GUTTER AND PAVING. 18 TRAFFIC CONTROL NOTES FOR LEUCADIA BLVD CONDITION.
a. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 19 PHASE 1 TRAFFIC CONTROL PLAN - LEUCADIA BLVD STA 9+00 TO STA 32 +00
CL= 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 20 PHASE I TRAFFIC CONTROL PLAN - LEUCADIA BLVD STA 32 +00 TO STA 42 +00
7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN TYPE 8 - CURB INLET 0 - 2
i
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDiNG SHOWN ON THESE PLANS VYERE OBTAINED BY A SEARCH OF THE AND SAXONY ROAD INIERSECIICNN
AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH TYPE 8 CURB INLET D - '
OF WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 21 PHASE 11 TRAFFIC CONTROL
PLAN - LEUCADIA BLVD STA 9+010 TO STA 32 +00 WORK DAY.
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 22 PHASE N TRAFFIC CONTROL PLAN
- LEUCADIA BLVD STA 32 +00 TO STA 42 +010
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION B. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE TYPE
G INLET D - e
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAK PRECAUTIONARY AND SAXONY ROAD INTERSECTION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MEASURE
S TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 12 "X12 CATCH BASNIrt�11.>rS9
iDETAiL SHEET f3
23 PHASE III TRAFFIC CONTROL PLAN - LEUCADIA BLVD STA 9+00 TO STA 32 +00
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ANY OTHER WHICH IS NOT O F RECORD OR NOT SHOWN ON THESE PLANS. PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (4076). SILT AND OTN W►S>'=
24 PHASE IN TRAF IC CONTROL PLAN - LEUCADIA BLVD STA 32 +00 TO STA 42 +00 OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
TYPE F CATCH BASIN 1WDICA7P_r> 0 -7
9. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FiLL ANI) SAXONY ROAD INTERSEC71ON
MALL BE PLACED IN ACCORDANCE WITH THE SPECIFICATIONS. 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO L1 LANDSCAPE CONSTRUCTION
PLAN 25 7RAFFIC 516NAL PLAN- 9. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE CONCRETE CROSS - GUTTER C
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO LANDSCAPE CONSTRUCTION PLAN
SIpON1A STREET EFFECTIVE COVERAGE OF GRADED SLOPES 90X COVERAGE) PRIOR _
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH CONSTRUCTION ( NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY L3 LANDSCAPE CONSTRUCTION PLAN
LEl1CAD1A BLVD. TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH CONCRETE SIDEWALK
THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES L4 LANDSCAPE CONSTRUCTION PLAN PUN
CHED STRAW INSTALLED IN ACCORDANCE WITH SECTION
BE REMOVED TO SUITABLE FiRM NATURAL GROUND. THE EXPOSED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS L5 LANDSCAPE CONSTRUCTION PLAN 35.0
23 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF C:ONCREI'E LUG D -63 I
SOILS MALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF
TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S EXISTING FACILITIES. L6 LANDSCAPE CONSTRUCTION PUN THE STALE OF CALIFORNIA
DEPARTMENT OF CONSERVATION. I
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL L7 LANDSCAPE CONSTRUCTION PLAN PEDESTRIAN RAMPS C
IN STRICT ACCORDANCE WITH THE APPROVED SOILS REPORT. 6. THE CONTRACTOR SHALL NOTIFY SAN DiEGO GAS AND EL.ECTRiC L7A LANDSCAPE CONSTRUCTION LEGEND
SOiLS ENS S CERTIFICATE
10. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND L8 IRRIGATION PLAN
MEDIAN CURB OtTAIL SHT. 2
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. L9 IRRIGATION PLAN
I, JACQUES B. ROY, A REGISTERED CIVIL ENGINEER IN THE STATE OR L10 IRRIGATION PLAN CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE HELD OF APPLIED
SOIL AC BERM - TYPE A G-5
OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED , PLANTED AND ,
NOTICE: ALL PROPOSED ELECTRICAL AND GAS SERVICES WNTHiN THiS L11 IRRIGATION PLAN MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOiL
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT " - CONDITIONS PREVALENT WITHIN THIS SiTE WAS MADE
BY ME OR - UNDER MY CURB OUTLET 0 -25 y -�-- --
O STONES, ROOTS, AND OTHER WASTE PROJECT ARE UNDERGROUND INSTALLATIONS". FOR LOCATION OF L12 IRRIGATION PLAN
AND O RDERLY CON EXPOSED CONDITION. EXCAVAT TION. ALL OR EMBANKMENT SLOPES WHICH ARE -
AND ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES L13 IRRIGATION PLAN DIRECTION BETWEEN THE DATES JUNE 1995 AND FEBRUARY
1996. ONE
LIA TO BECOME EXCA A SHALL BE REMOVED AND DISPOSED OF. THE CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. L14 IRRIGATION PUN COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH SIDEWALK UNDERDRAIN D
TELEPHONE: (800) 422 -4133 L14A IRRIGATION LEGEND MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH GiNEER. FURTHERMORE 1 HAVE REVIEWED THESE GRADING PLANS
AND CURB & GUTTER C-2
THE GRADING ORDINANCE. 7. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK L15 PLANTING PLAN
�
R11FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
-;
L16 PLANTING PLAN THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND AC PAVEMENT SEE GEN. NOTE
2 ,
11. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WOR W TH L17 PLANTING PLAN
I OTHERWISE DISPOSED OF OFF THE SIZE BY T}IL CONTRACTOR
COMPANY REPRESENTATIVES. SPECIFICATIONS.
C PILED LEO OR 0 L18 PLANTING PLAN ,� �/�N �CL✓'����N ,.► . �ESSIp� CONCRETE DRIVEWAY G -148
SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED L19 PLANTING PLAN E S
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ��
+ AC DRIVEWAY DS -7
L20 PLANTING PLAN •
FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR ARE OUNDERGROUND INSTALLATIONS". FOR LOCATION OF L21 PLANTING PLAN
� � � TYPE A4 CLEANOUT D -9 D
PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL CABLES AND APPURTENANCES CONTACT PACIFIC BELL
TELEPHONE: (800) 422 -4133 L21 A PLANTING LEGEND �- STREET LIGHT 25OW HPS E -1
SE NOTES L22 LANDSCAPE CONSTRUCTION DETAILS
8. ALL TELEVISION SERVICES WMITHIN THIS PROJECT ARE "UNDERGROUND L23 LANDSCAPE CONSTRUCTION DETAILS MODULAR RETAiN1FIG
WALL (PER LANDSCAPE PLANS}
1. ALL SEWER WORK SHALL BE DONE IN ACCORDANCE WITH THE LEUDADA INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES L24 LANDSCAPE CONSTRUCTION
DETAILS \ MASONRY WALL/SOIIND WALL (PER LANDSCAPE PLANS) r--�
COUNTY WATER DISTRICT (LCWD) STANDARD SPECIFICATIONS. CONTACT (800) 422 -4133. L25 LANDSCAPE CONSTRUCTION DETAILS
2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR L26 IRRIGATION DETAILS FIRE HYDRANT D
TO ANY CONSTRUCTION. 9. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN L27 IRRIGATION DETAILS BY. t,
♦ ! t8
ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE L28 PLANTING DETAILS JACQUES B. ROY RCE 35386 DATE
CONCRETE LUG D-63
3. LCWD STANDARD SPECIFICATIONS ARE AVAILABLE AT THE DISTRICT OFFICE. LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS W1 NOTES, WATER
SHEET INDEX, & LEG M, EXp 9 /30/99 PIPE COLLAR D-62
4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART ( DEDICATED TO THE CITY OF ENCINITAS. W2 WATER LINE STA 8 +50 TO STA 20
+00)
THE SPECIFICATIONS. 10. NO PAVING SHALL BE DOS UNTIL EXISTING POWER POLES ARE Wtl WATER LINE STA 20 +00 TO 32 +00) DECLARATION CAF
RESPONSIBLE CHARGE STREET SURVEY MONVIIEIN'r M -10 8
RELOCATED OUTSIDE THE AREAS TO BE PAVED. � WATER LINE STA 32 +00 TO STA 42 +50)
5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL W5 WATER LINE STA 10+00 TO STA 17 +00) EXIST
WATER LINE - W -
OF THE LEUCADIA COUNTY WATER DISTRICT. Wi6 MISC, WATER PROFILES I HEREBY DECLARE WHAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT. J`
11. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO WII PRESSURE REDUCING STATION THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE EXIST SEWER LINE S
-
6. APPROVAL OF THIS PLAN BY THE LCWD DOES NOT CONSTITUTE A REPRESENTATION ESCAPE OF LIGHT ABOVE THE HORIZONTAL PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS EXIST ELECTRICAL E
OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTANC E Ws PRV DETAILS CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS.
CIF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN LIMITS OF THE 12. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH W9 DETAIL
SHEET EXIST TELEPHONE T
6
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED A I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
EXIST GAS MAN
PROJECT. AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
AND DOES NOT =
7. CONTRACTOR SHALL NOTIFY THE DiSTRiC•! FORTY -EIGHT (48) HOURS IN ADVANCE SURVEYOR. �f� � RELIEVE ME, AS ENGINEER OF WORK,
OF MY RESPONSIBILITIES FOR PROJECT �� U� DRAIN - SD====
OF BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. r w DESIGN.
13. THE CONTRACTOR SHALL MARK THE LOCATION OF EACH SEWER LATERAL G o p(#ESS�q� WATER LINE -r- -�- W
-- ---
8. THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS (I` CUT SHEETS. AND WATER SERVICE BY STAMPING THE LETTERS "S" AND "W", ��, o O
NOLTE AND ASSOCIATES, INC. aD E, 'Y ASSESSORS PACEL NUMBER: 254 - 363 -33
9. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6205 BY RESPECTIVELY, 2 INCHES HiGH INTO THE FACE OF THE CURB. Z 5469 KEARNY
VILLA ROAD, SUITE 305
CA 92123
� � �•p
SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, - SAN DIEGO, ac c+
14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD C-` Z� LEUCA DIA BLVD Q �IVENHAiN (619) 278 -9392
RO
SLOPING, OR OTHER PVISIONS TO BE MADE FOR WORK PROTECTION FROM RD. f` 4 `
THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
OIL a,/al/00 i
OR TRENCHES OR DURING THE PiPE INSTALLATION THEREIN. THIS PLAN MUST THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD - �� ? SiTE
w #
BE PREPARED FOR ALL WRENCHES FIVE FEET ( MORE IN DEPTH AND APPROVED SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE <" Z �
TOPOGRAPHY IS BY ZENITH AERIAL, HNC., DATED 1/23/99, AND COUi�fiTY OF
BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO o� �, �>i
SAN DIEGO TOPOGRAPHIC MAPS. t 9 i t
SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE REGIONAL STANDARD DRAWINGS (LATEST EDITION). a
#
PLAN SHALL BE PREPARED BY A REGISTERED BY A REGISTERED CIVIL OR WNWT q BY: Z- r- 90 i
STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. F- S BLVD CUT = 33.600 C.Y.
10. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER EXP 3/31 /96 ERG CE 41782 DATE
EXPOS 21.E C.Y.
WHICH CERTIFIES THAT ALL TRENCH BACKFiLL WAS COMPACTED AS DIRECTED BY f I�f f FILL _ - - C.Y.
THE SOILS ENGINEER IN ACCORDANCE NTH ONSITE EARTHWORK SPECIFICATIONS SAN DEOUrTO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT
AND LCWD SPECIFICATIONS WITHIN THE PIPE ZONE Construction contractor agrees that in accordance with generally accepted construction m ANTI
IV " a
11. ALL MAINS AND LATERALS SHALL CONSTRUCTED WITH A MIN COVER OF 48 INCHES. practices construction contractor wf" be required to assume sole and complete
responsibility for Z PUBLIC SEWER SYSTEM APPROVAL M
job site - conditions during the course of construction of the project including safety of all persons Califomia Counc
c
12. ALL LATERAAS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS and property that this requirement shall be mode to apply continuously and not be limited to
O f Civil EnglneerS J%% .t om APPROVED BY: NOL and A
normal working hours and construction contractor further agrees to defend, indemnify and hold APPROVED BY
13. ALL PIPES SHALL HAVE A MIN OF FOUR INCHES (4 ") OF CRUSHED ROCK BEDDING design professional harmless from any and Ell liability, real or alleged, in
connection with the & L and Surveyors INITY MAP A-r� ��r
V ® Engineers/Planners
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