2006-255-G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO
SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT
IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS.
J. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
GRADING.
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
7 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30
P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT' CITY INSPECTOR, CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE
PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48
HOURS IN ADVANCE BY CALLING (619) 633 -2770.
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AN AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 255 -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
SUCH GRADING OPERATION.
11. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY
FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE.
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED
AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES
HAVE BEEN INSTALLED.
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL
BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF
90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
GENERAL NOTES (CONTINUED)
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
ENBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES,
ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT
SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND
DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS
FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
THE DISPOSAL OF ANY SUCH MATERIAL.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK.
A. SEWERS. CSD - (760) 633 -6200
B. GAS & ELECTRIC: SDGE - (760) 438 -6200
C. WATER: SAN DIEGUITO WATER DISTRICT - 1- 800 - 227 -2600
D. TELEPHONE: SBC BELL - (760) 489 -3411
E. CABLE TV- COX COMMUNICATIONS - (760) 806 -9809 x2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN GARNER AT (760)
943 -7603, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY
MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN
IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR POTENTIALLY
UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GR4DING PLAN
SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN
WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DR41N SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY
PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING
FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY
INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE
LOCATED AWAY FROM CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED
TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE
BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE
PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED
FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN
ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN
ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE
MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE
AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5.0 AT HEADWALL
MAXIMUM VERTICAL DEPTH OF CUT = 0
MAXIMUM VERTICAL DEPTH OF FILL = 0
CUT = 0 C.Y. FILL = 0 C.Y.
IMPORT = 0 C. Y.
REMEDIAL = 40 C.Y. (REMOVE AND RECOMPACT 40 C.Y. OVER CULVERTS AT HEADWALLS)
OWNER
AMARGOSA
JOHN GARNER DR.
1877 OLIVENHAIN RD.
ENCINITAS, CA 92024 J
PHONE.- (760) 943 -7603
SITE ADDRESS
1877 OLIVENHAIN RD. V
ENCINITAS, CA 92024 WILLOWHAVEN
APN: 255 - 040 -45 W RD.
LEGAL DESCRIPTION
THE NORTHERLY 666,24 FEET OF THE EASTERLY 330.00
FEET MEASURED ALONG THE NORTHERLY AND SOUTHERLY
LINES OF THE NORTH HALF OF LOT 12 OF RANCHO LAS
ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, JUNE 27 1898.
STATEMENT OF ENGINEER OF WORK
SITE
OLIVENHAIN RD.
VICINITY MAP
NO SCALE
ENCINITAS
CREEK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
o QROF ESS I py l
BY. lip/ DATE: 3� ZG -/. 9
WILLIAM A. STEEN S�FFyFyc
WILLIAM A. STEEN & ASSOCIATES EXP. 6 -30 -15
8580 LA MESA BLVD. SUITE 102 NO. 18136 M
LA MESA, CA 91942 4c
PHONE NO. (619) 460 -9000 sj ClV1\�
RCE NO.: 18136 9TF OF CAL�E��
EXP. DATE. • 06 -30 -15
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 0 SQ. FT
IMPERVIOUS AREA AFTER CONSTRUCTION. 0 SQ. FT
INCREASE IN IMPERVIOUS AREA: 0 SQ. FT
IMPERVIOUS AREA REPLACED: 0 SQ. FT
Ic
UNAUTHORIZED CHANGES & USES: The engineer preparing ACEC
these plans will not be responsible for, or liable for, unauthorized
WILLIAM A. STEEN &ASSOCIATES PLAN UPDATED 3 -20 -15 FOR AS -BUILT changes to or uses of these plans. All changes to the plans must be ,Q BMP PROJECT STATUS
in writing and must be approved by the preparer of these plans. comp
STANDARD
WILLIAM A. STEEN & ASSOCIATES
® Construction contractor agrees that in accordance with generally accepted construction FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION PERMITS
°o CONSULTING CIVIL ENGINEERS, LAND SURVEYING & PLANNING
practices, construction contractor will be required to assume sole and complete responsibility for
Qlob site conditions during the course of construction of the project, including safety of all persons ACEC ACOE 404 NATIONWIDE PERMIT,
a 8580 LA MESA BLVD., SUITE 102, LA MESA, CALIFORNIA 91942 and property; that this requirement shall be made to apply continuously and not be limited to ( RWOCB 401 WATER QUALITY CERTIFICATION,
es (619) 460 -9000 ■ FAX (619) 460 -9005 ■ normal working hours, and construction contractor further agrees to defend, indemnify and hold A Coummo<' R /COP PERMIT N0. CDFG 1603 STREAMBED ALTERATION AGREEMENT
w design professional harmless from any and all liability, real or alleged, in connection with the 914-/15 Compvi= y ® ` /„ %n SPECIAL USE PERMIT N0. N/A
•
ENGINEER OF WORK: JOB N0. performance of work on this project, excepting liability arising from the sole negligence of design 2`� . (S V ✓1�,f ()((/
e (SEE ENGINEER'S SIGNATURE BELOW) 6900 -103 professional. SIGN DATE SIGN DATE SIGN DATE TENTATIVE MAP N0. N/A
WILLIAM A. STEEN R.C.E. 18136 DATE
h CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAM R BY: CHE WAS BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
" S -BU1lT - NO INOAX O q l2 DESCRIPTION: 2" BRASS DISC IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED -0 APP V GRADING PLAN FOR: 1877 OLIVENHAIN ROAD
N
PLAWrO D000016AIT D=UW6 LV MONUMENT "LS 3189" PER ROS 17271 HORIZONTAL: N/A DATE: ' / N �°- GARNER RESIDENCE 255 -G
g LOCATION: INT OF WILLOW HAVEN RD. -� Z� - MASH MAHER GLENN PROM
AND WILDMEADOW PL. R.C.E. NO.: 18136 APN 255 - 040 -45
RECORD FROM: S.D. CO CONTROL LEVELS VERTICAL: N/A I0/ 2i/ 15
ELEVATION: 105.249 MSL DATUM: NGVD29 WILLIAM A. STEEN EXP. 6 -30 -15 DATE DATE Tr PLANNING CASE N0: N/A SHEET 1 OF-3-1
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NOTE:
ONSITE DRAINAGE
OF THIS SWALE AND
DRAINAGE STRUCTURE
TO BE MAINTAINED BY
PROP
EXISTING HORSE
RIDING RINK
0
k°
4 Ct
o
T .
BPS \� 110
ERTY OWNER. I J� SEE DETAIL OF EXIST. REPLACEMENT,
CULVERTS, & HEADWALL AT EXIST. SWALE
108
106
ZEXIST. GRADED
DRIVEWAY
4- -EXIST CONCRETE
I HEADWALL
DETAIL OF EXISTING REPLACEMENT,
CULVERTS AND HEADWALLS AT EXIST.
SWALE CONSTRUCTED BY OWNER
AND SUBJECT TO STOP WORK ORDER
DATED 10 -20 -05
SCALE.- 1" = 20'
CONCRETE CUTOFF WALL
PER D -72 EXCEPT BETWEEN
HEADWALL SECTION
20'
COMPACTED, TREATED
AND STABILIZED
D.G. DRIVEWAY
fi
/ II 1COMPACT SUBGRADE (12 ") TO 957.
IIJI & CUTOFF WALL BACKFILL TO 907.
10"
SECTION B -B
SCALE HOR.: 1" = 20'
SCALE VER.: 1" = 2'
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF ENCINITAS.
STANDARD SPECIFICATIONS
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION),
INCLUDING THE REGIONAL SUPPLEMENT AMENDMENTS.
STANDARD DRAWINGS
1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
2. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS.
LEGEND
PROPOSED IMPROVEMENTS
ITEM STD. DWG. SYMBOL
PROPERTY BOUNDARY — - -
D.G. DRIVEWAY
CONCRETE CUTOFF WALL D -72 117�1
GENERAL NOTES
1. THE WORK UNDER THIS PLAN 1S LIMITED TO THE CONSTRUCTION OF THE NEW D.G.
DRIVEWAY OVER THE EXISTING CULVERTS AND GRADED DRIVEWAY ACROSS THE SWALE ON
THE GARNER PROPERTY TO STABILIZE THE DRIVEWAY AND LESSEN THE EROSION ALONG
WITH SHOWING THE EXISTING HYDRAULIC CAPACITY AND FLOW CONDITIONS OF THE
REPLACEMENT CULVERTS AND HEADWALLS CONSTRUCTED BY OWNER THAT ARE SUBJECT
TO STOP WORK ORDER DATED 10- 20 -05.
2. THE PROPERTY OWNER HAS ADVISED THE ENGINEER THAT NO UTILITIES ARE LOCATED
WITHIN THE CONSTRUCTION AREA.
J. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE SUBGRADE ELEVATIONS AND DEPTH
OF RECOMPACTION OVER THE EXISTING CULVERTS AND SHALL PROCEED WITH EXTREME
CAUTION WHEN PERFORMING HIS RECOMPACTION WORK SO THAT THE CULVERTS ARE NOT
DAMAGED.
4. THE CONTR4CTOR SHALL SUBMIT A SKETCH TO THE OWNER, ENGINEER AND
GEOTECHNICAL ENGINEER ON HIS METHOD TO CONSTRUCT THE CONCRETE DRIVEWAY AND
CUTOFF WALLS TO ASSURE ALL PARTIES THAT HE WILL PROVIDE THE REQUIRED
RECOMPACTION NEXT TO THE CUTOFF WALL AND UNDER THE CONCRETE SLAB.
5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE NOTE STATING THAT THE LOCATION
AND ELEVATIONS OF THE CONCRETE DRIVEWAY WILL BE FIELD ADJUSTED TO MEET THE
ACTUAL FIELD ELEVATIONS AND LOCATIONS OF THE EXISTING GRADED DRIVEWAY.
6. THE TOPOGRAPHIC SURVEY DATA SHOWN ON THIS DRAWING IS A COMPILATION OF TWO
SOURCES. THE BACKGROUND DATA NORTH OF THE GARNER SWALE IS THE AERIAL
SURVEY BY THE CITY OF ENCINITAS FOR THE OLIVENHAIN ROAD WITH THE AREA AROUND
THE GARNER SWALE SUPPLEMENTED BY WILLIAM A. STEEN & ASSOCIATES FIELD SURVEY
MEASUREMENTS AND ELEVATIONS DATED 12- 15 -05.
WATER SURFACE ELEVATION AT - 1 OOYR
FLOOD WITH A Q= 1185 CFS PER
CITY OF CARLSBAD REPORT ENTITLED
DRAINGAGE STUDY FOR RANCHO SANTA
FE ROAD DATED MARCH, 2000'
EXIST. DRIVEWAY
DWL)
104.36 TOP ELEVATION o4 104.61 ToP H
JEW D.G. DRIVEWAY AT a
- 104.67 TOP ELEVATION NEW D.G.
CONSTRUCT NEW 6" COMPACTED, I CONSTRUCTED BY OWNER MIDPOINT OF HEADWALL
104 - ' - .a a j_ DRIVEWAY AT MIDPOINT OF HEADWALL.
TREATED AND STABILIZED D.G. DRIVEWAY _ I _
i _-
1 COMPACT SUBGRADE
TO 957.
r
THIS GRADING PLAN IS TO DOCUMENT THE
CONSTRUCTION OF THE CULVERT AND DRIVEWAY
THAT HAS ALREADY BEEN BUILT.
NO WORK IS CURRENTLY PROPOSED OR PERMITTED.
0
0
0
rn
TREATED AND I WATER
NEW 6" COMPACTED, 1
STABILIZED D.G. DRIVEWAY r - - - ,
CAPACITY WITH DWALL
102 WITH; CROSSFALL AT 17. MIN. I _. ULVEfRTS QF H�
SEE PLAN AT LEFT & SECTION B -B I SURFA�136BCF�P w o °�
1 I j Q FPS OF FROM CITY Q cvo
\/ =16.9 4 f OF CARLSBAD CJ UJ
Ysy9s W DETENTION BASIN O 1:= x
0 cn
100 - o O
.
�> 0
Z
5 APPROXIMATE 100 -YEAR FLOODPLAIN BOUNDARY m 0)
� ��
1q9�
W<0
a I
EXIST. FLOW LINE OF SWALE; U) w d.-
® Q rn
o I � g co
PLAN g
QROFE SSIOY o �-
SCALE 1" = 40' 00 ..
A. srq`Fy WILLIAM A. STEEN & ASSOCIATES � oo ii
Construction contractor agrees that in accordance with generally accepted construction -80 -60 -40 -20 0 20 40 60 80 100 h CONSULTING CIVIL ENGINEERS, LAND SURVEYING & PLANNING
C.D f practices, construction contractor will be required to assume sole and complete responsibility for A UNAUTHORIZED CHANGES & USES The engineer preparing �� P. 6 -30 -15 �^
job site conditions during the course of construction of the project, including safety of all persons N0. 18136 A 8580 LA MESA BLVD., SUITE 102, LA MESA, CALIFORNIA 91942
c and property; that this requirement shall be made to apply continuously and not be limited to these plans Will not be responsible for, Or liable for, unauthorized AC'T+,C SECT /ON A —A
W normal working hours, and construction contractor further agrees to defend, indemnify and hold AaswxAw CaL)N= or changes to or uses of these plans. All Changes to the plans must be A Caar�.a SCALE HOR.: 1" = 20' � CIVO` \* ■ (s1s) Aso -s000 FAX (s1s) 460 -9005 ■
design professional harmless from any and all liability, real or alleged, in connection with the ENmmu ,GCC�� in writing and must be approved by the preparer of these plans. E.,,,�Coe� SCALE VER.: 1" = 2' Tqj � ENGINEER OF WORK: JOB N0.
e performance of work on this project, excepting liability arising from the sole negligence of design F OF CNO-
(SEE ENGINEER'S SIGNATURE BELOW) 6900 -103
o professional. WILLIAM A. STEEN R.C.E. 18136 DATE
h CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNAESD BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
N _a ►2 DESCRIPTION: 2" BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OV . GRADING PLAN FOR: 1877 OLIVENHAIN ROAD
r MONUMENT "LS 3189" PER ROS 17271 HORIZONTAL: 40' Ze 1f ^ ^' M r
LOCATION: INT. OF WILLOW HAVEN RD. DATE: GARNER RESIDENCE 255 —G
AND WILDMEADOW PL. R.C.E. NO.:
18136 MASH MAHER GLENN PRUIM APN 255 - 040 -45
RECORD FROM: S.D. CO CONTROL LEVELS VERTICAL: N/A WILLIAM A. STEEN 6 -30 -15 10 1 27/ S�� N/A SHEET 2 OF 3
ELEVATION: 105.249 MSL DATUM: NGVD29 EXP. DATE DATE PLANNING CASE N0:
t�
OUVEItlHAIN ROAD
1
�.,__
.., -
-
fi
e t t
z
4'
t
I
7
4
v
_ 1
k ,
� ' .- � .. i t ✓v, t r I h t
z
� a
„ { y
Y w
A
,a
P
c ;.
r
NOTE:
ONSITE DRAINAGE
OF THIS SWALE AND
DRAINAGE STRUCTURE
TO BE MAINTAINED BY
PROP
EXISTING HORSE
RIDING RINK
0
k°
4 Ct
o
T .
BPS \� 110
ERTY OWNER. I J� SEE DETAIL OF EXIST. REPLACEMENT,
CULVERTS, & HEADWALL AT EXIST. SWALE
108
106
ZEXIST. GRADED
DRIVEWAY
4- -EXIST CONCRETE
I HEADWALL
DETAIL OF EXISTING REPLACEMENT,
CULVERTS AND HEADWALLS AT EXIST.
SWALE CONSTRUCTED BY OWNER
AND SUBJECT TO STOP WORK ORDER
DATED 10 -20 -05
SCALE.- 1" = 20'
CONCRETE CUTOFF WALL
PER D -72 EXCEPT BETWEEN
HEADWALL SECTION
20'
COMPACTED, TREATED
AND STABILIZED
D.G. DRIVEWAY
fi
/ II 1COMPACT SUBGRADE (12 ") TO 957.
IIJI & CUTOFF WALL BACKFILL TO 907.
10"
SECTION B -B
SCALE HOR.: 1" = 20'
SCALE VER.: 1" = 2'
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF ENCINITAS.
STANDARD SPECIFICATIONS
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION),
INCLUDING THE REGIONAL SUPPLEMENT AMENDMENTS.
STANDARD DRAWINGS
1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
2. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS.
LEGEND
PROPOSED IMPROVEMENTS
ITEM STD. DWG. SYMBOL
PROPERTY BOUNDARY — - -
D.G. DRIVEWAY
CONCRETE CUTOFF WALL D -72 117�1
GENERAL NOTES
1. THE WORK UNDER THIS PLAN 1S LIMITED TO THE CONSTRUCTION OF THE NEW D.G.
DRIVEWAY OVER THE EXISTING CULVERTS AND GRADED DRIVEWAY ACROSS THE SWALE ON
THE GARNER PROPERTY TO STABILIZE THE DRIVEWAY AND LESSEN THE EROSION ALONG
WITH SHOWING THE EXISTING HYDRAULIC CAPACITY AND FLOW CONDITIONS OF THE
REPLACEMENT CULVERTS AND HEADWALLS CONSTRUCTED BY OWNER THAT ARE SUBJECT
TO STOP WORK ORDER DATED 10- 20 -05.
2. THE PROPERTY OWNER HAS ADVISED THE ENGINEER THAT NO UTILITIES ARE LOCATED
WITHIN THE CONSTRUCTION AREA.
J. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE SUBGRADE ELEVATIONS AND DEPTH
OF RECOMPACTION OVER THE EXISTING CULVERTS AND SHALL PROCEED WITH EXTREME
CAUTION WHEN PERFORMING HIS RECOMPACTION WORK SO THAT THE CULVERTS ARE NOT
DAMAGED.
4. THE CONTR4CTOR SHALL SUBMIT A SKETCH TO THE OWNER, ENGINEER AND
GEOTECHNICAL ENGINEER ON HIS METHOD TO CONSTRUCT THE CONCRETE DRIVEWAY AND
CUTOFF WALLS TO ASSURE ALL PARTIES THAT HE WILL PROVIDE THE REQUIRED
RECOMPACTION NEXT TO THE CUTOFF WALL AND UNDER THE CONCRETE SLAB.
5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE NOTE STATING THAT THE LOCATION
AND ELEVATIONS OF THE CONCRETE DRIVEWAY WILL BE FIELD ADJUSTED TO MEET THE
ACTUAL FIELD ELEVATIONS AND LOCATIONS OF THE EXISTING GRADED DRIVEWAY.
6. THE TOPOGRAPHIC SURVEY DATA SHOWN ON THIS DRAWING IS A COMPILATION OF TWO
SOURCES. THE BACKGROUND DATA NORTH OF THE GARNER SWALE IS THE AERIAL
SURVEY BY THE CITY OF ENCINITAS FOR THE OLIVENHAIN ROAD WITH THE AREA AROUND
THE GARNER SWALE SUPPLEMENTED BY WILLIAM A. STEEN & ASSOCIATES FIELD SURVEY
MEASUREMENTS AND ELEVATIONS DATED 12- 15 -05.
WATER SURFACE ELEVATION AT - 1 OOYR
FLOOD WITH A Q= 1185 CFS PER
CITY OF CARLSBAD REPORT ENTITLED
DRAINGAGE STUDY FOR RANCHO SANTA
FE ROAD DATED MARCH, 2000'
EXIST. DRIVEWAY
DWL)
104.36 TOP ELEVATION o4 104.61 ToP H
JEW D.G. DRIVEWAY AT a
- 104.67 TOP ELEVATION NEW D.G.
CONSTRUCT NEW 6" COMPACTED, I CONSTRUCTED BY OWNER MIDPOINT OF HEADWALL
104 - ' - .a a j_ DRIVEWAY AT MIDPOINT OF HEADWALL.
TREATED AND STABILIZED D.G. DRIVEWAY _ I _
i _-
1 COMPACT SUBGRADE
TO 957.
r
THIS GRADING PLAN IS TO DOCUMENT THE
CONSTRUCTION OF THE CULVERT AND DRIVEWAY
THAT HAS ALREADY BEEN BUILT.
NO WORK IS CURRENTLY PROPOSED OR PERMITTED.
0
0
0
rn
TREATED AND I WATER
NEW 6" COMPACTED, 1
STABILIZED D.G. DRIVEWAY r - - - ,
CAPACITY WITH DWALL
102 WITH; CROSSFALL AT 17. MIN. I _. ULVEfRTS QF H�
SEE PLAN AT LEFT & SECTION B -B I SURFA�136BCF�P w o °�
1 I j Q FPS OF FROM CITY Q cvo
\/ =16.9 4 f OF CARLSBAD CJ UJ
Ysy9s W DETENTION BASIN O 1:= x
0 cn
100 - o O
.
�> 0
Z
5 APPROXIMATE 100 -YEAR FLOODPLAIN BOUNDARY m 0)
� ��
1q9�
W<0
a I
EXIST. FLOW LINE OF SWALE; U) w d.-
® Q rn
o I � g co
PLAN g
QROFE SSIOY o �-
SCALE 1" = 40' 00 ..
A. srq`Fy WILLIAM A. STEEN & ASSOCIATES � oo ii
Construction contractor agrees that in accordance with generally accepted construction -80 -60 -40 -20 0 20 40 60 80 100 h CONSULTING CIVIL ENGINEERS, LAND SURVEYING & PLANNING
C.D f practices, construction contractor will be required to assume sole and complete responsibility for A UNAUTHORIZED CHANGES & USES The engineer preparing �� P. 6 -30 -15 �^
job site conditions during the course of construction of the project, including safety of all persons N0. 18136 A 8580 LA MESA BLVD., SUITE 102, LA MESA, CALIFORNIA 91942
c and property; that this requirement shall be made to apply continuously and not be limited to these plans Will not be responsible for, Or liable for, unauthorized AC'T+,C SECT /ON A —A
W normal working hours, and construction contractor further agrees to defend, indemnify and hold AaswxAw CaL)N= or changes to or uses of these plans. All Changes to the plans must be A Caar�.a SCALE HOR.: 1" = 20' � CIVO` \* ■ (s1s) Aso -s000 FAX (s1s) 460 -9005 ■
design professional harmless from any and all liability, real or alleged, in connection with the ENmmu ,GCC�� in writing and must be approved by the preparer of these plans. E.,,,�Coe� SCALE VER.: 1" = 2' Tqj � ENGINEER OF WORK: JOB N0.
e performance of work on this project, excepting liability arising from the sole negligence of design F OF CNO-
(SEE ENGINEER'S SIGNATURE BELOW) 6900 -103
o professional. WILLIAM A. STEEN R.C.E. 18136 DATE
h CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNAESD BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
N _a ►2 DESCRIPTION: 2" BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OV . GRADING PLAN FOR: 1877 OLIVENHAIN ROAD
r MONUMENT "LS 3189" PER ROS 17271 HORIZONTAL: 40' Ze 1f ^ ^' M r
LOCATION: INT. OF WILLOW HAVEN RD. DATE: GARNER RESIDENCE 255 —G
AND WILDMEADOW PL. R.C.E. NO.:
18136 MASH MAHER GLENN PRUIM APN 255 - 040 -45
RECORD FROM: S.D. CO CONTROL LEVELS VERTICAL: N/A WILLIAM A. STEEN 6 -30 -15 10 1 27/ S�� N/A SHEET 2 OF 3
ELEVATION: 105.249 MSL DATUM: NGVD29 EXP. DATE DATE PLANNING CASE N0:
t�
,a
P
c ;.
r
NOTE:
ONSITE DRAINAGE
OF THIS SWALE AND
DRAINAGE STRUCTURE
TO BE MAINTAINED BY
PROP
EXISTING HORSE
RIDING RINK
0
k°
4 Ct
o
T .
BPS \� 110
ERTY OWNER. I J� SEE DETAIL OF EXIST. REPLACEMENT,
CULVERTS, & HEADWALL AT EXIST. SWALE
108
106
ZEXIST. GRADED
DRIVEWAY
4- -EXIST CONCRETE
I HEADWALL
DETAIL OF EXISTING REPLACEMENT,
CULVERTS AND HEADWALLS AT EXIST.
SWALE CONSTRUCTED BY OWNER
AND SUBJECT TO STOP WORK ORDER
DATED 10 -20 -05
SCALE.- 1" = 20'
CONCRETE CUTOFF WALL
PER D -72 EXCEPT BETWEEN
HEADWALL SECTION
20'
COMPACTED, TREATED
AND STABILIZED
D.G. DRIVEWAY
fi
/ II 1COMPACT SUBGRADE (12 ") TO 957.
IIJI & CUTOFF WALL BACKFILL TO 907.
10"
SECTION B -B
SCALE HOR.: 1" = 20'
SCALE VER.: 1" = 2'
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF ENCINITAS.
STANDARD SPECIFICATIONS
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION),
INCLUDING THE REGIONAL SUPPLEMENT AMENDMENTS.
STANDARD DRAWINGS
1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
2. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS.
LEGEND
PROPOSED IMPROVEMENTS
ITEM STD. DWG. SYMBOL
PROPERTY BOUNDARY — - -
D.G. DRIVEWAY
CONCRETE CUTOFF WALL D -72 117�1
GENERAL NOTES
1. THE WORK UNDER THIS PLAN 1S LIMITED TO THE CONSTRUCTION OF THE NEW D.G.
DRIVEWAY OVER THE EXISTING CULVERTS AND GRADED DRIVEWAY ACROSS THE SWALE ON
THE GARNER PROPERTY TO STABILIZE THE DRIVEWAY AND LESSEN THE EROSION ALONG
WITH SHOWING THE EXISTING HYDRAULIC CAPACITY AND FLOW CONDITIONS OF THE
REPLACEMENT CULVERTS AND HEADWALLS CONSTRUCTED BY OWNER THAT ARE SUBJECT
TO STOP WORK ORDER DATED 10- 20 -05.
2. THE PROPERTY OWNER HAS ADVISED THE ENGINEER THAT NO UTILITIES ARE LOCATED
WITHIN THE CONSTRUCTION AREA.
J. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE SUBGRADE ELEVATIONS AND DEPTH
OF RECOMPACTION OVER THE EXISTING CULVERTS AND SHALL PROCEED WITH EXTREME
CAUTION WHEN PERFORMING HIS RECOMPACTION WORK SO THAT THE CULVERTS ARE NOT
DAMAGED.
4. THE CONTR4CTOR SHALL SUBMIT A SKETCH TO THE OWNER, ENGINEER AND
GEOTECHNICAL ENGINEER ON HIS METHOD TO CONSTRUCT THE CONCRETE DRIVEWAY AND
CUTOFF WALLS TO ASSURE ALL PARTIES THAT HE WILL PROVIDE THE REQUIRED
RECOMPACTION NEXT TO THE CUTOFF WALL AND UNDER THE CONCRETE SLAB.
5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE NOTE STATING THAT THE LOCATION
AND ELEVATIONS OF THE CONCRETE DRIVEWAY WILL BE FIELD ADJUSTED TO MEET THE
ACTUAL FIELD ELEVATIONS AND LOCATIONS OF THE EXISTING GRADED DRIVEWAY.
6. THE TOPOGRAPHIC SURVEY DATA SHOWN ON THIS DRAWING IS A COMPILATION OF TWO
SOURCES. THE BACKGROUND DATA NORTH OF THE GARNER SWALE IS THE AERIAL
SURVEY BY THE CITY OF ENCINITAS FOR THE OLIVENHAIN ROAD WITH THE AREA AROUND
THE GARNER SWALE SUPPLEMENTED BY WILLIAM A. STEEN & ASSOCIATES FIELD SURVEY
MEASUREMENTS AND ELEVATIONS DATED 12- 15 -05.
WATER SURFACE ELEVATION AT - 1 OOYR
FLOOD WITH A Q= 1185 CFS PER
CITY OF CARLSBAD REPORT ENTITLED
DRAINGAGE STUDY FOR RANCHO SANTA
FE ROAD DATED MARCH, 2000'
EXIST. DRIVEWAY
DWL)
104.36 TOP ELEVATION o4 104.61 ToP H
JEW D.G. DRIVEWAY AT a
- 104.67 TOP ELEVATION NEW D.G.
CONSTRUCT NEW 6" COMPACTED, I CONSTRUCTED BY OWNER MIDPOINT OF HEADWALL
104 - ' - .a a j_ DRIVEWAY AT MIDPOINT OF HEADWALL.
TREATED AND STABILIZED D.G. DRIVEWAY _ I _
i _-
1 COMPACT SUBGRADE
TO 957.
r
THIS GRADING PLAN IS TO DOCUMENT THE
CONSTRUCTION OF THE CULVERT AND DRIVEWAY
THAT HAS ALREADY BEEN BUILT.
NO WORK IS CURRENTLY PROPOSED OR PERMITTED.
0
0
0
rn
TREATED AND I WATER
NEW 6" COMPACTED, 1
STABILIZED D.G. DRIVEWAY r - - - ,
CAPACITY WITH DWALL
102 WITH; CROSSFALL AT 17. MIN. I _. ULVEfRTS QF H�
SEE PLAN AT LEFT & SECTION B -B I SURFA�136BCF�P w o °�
1 I j Q FPS OF FROM CITY Q cvo
\/ =16.9 4 f OF CARLSBAD CJ UJ
Ysy9s W DETENTION BASIN O 1:= x
0 cn
100 - o O
.
�> 0
Z
5 APPROXIMATE 100 -YEAR FLOODPLAIN BOUNDARY m 0)
� ��
1q9�
W<0
a I
EXIST. FLOW LINE OF SWALE; U) w d.-
® Q rn
o I � g co
PLAN g
QROFE SSIOY o �-
SCALE 1" = 40' 00 ..
A. srq`Fy WILLIAM A. STEEN & ASSOCIATES � oo ii
Construction contractor agrees that in accordance with generally accepted construction -80 -60 -40 -20 0 20 40 60 80 100 h CONSULTING CIVIL ENGINEERS, LAND SURVEYING & PLANNING
C.D f practices, construction contractor will be required to assume sole and complete responsibility for A UNAUTHORIZED CHANGES & USES The engineer preparing �� P. 6 -30 -15 �^
job site conditions during the course of construction of the project, including safety of all persons N0. 18136 A 8580 LA MESA BLVD., SUITE 102, LA MESA, CALIFORNIA 91942
c and property; that this requirement shall be made to apply continuously and not be limited to these plans Will not be responsible for, Or liable for, unauthorized AC'T+,C SECT /ON A —A
W normal working hours, and construction contractor further agrees to defend, indemnify and hold AaswxAw CaL)N= or changes to or uses of these plans. All Changes to the plans must be A Caar�.a SCALE HOR.: 1" = 20' � CIVO` \* ■ (s1s) Aso -s000 FAX (s1s) 460 -9005 ■
design professional harmless from any and all liability, real or alleged, in connection with the ENmmu ,GCC�� in writing and must be approved by the preparer of these plans. E.,,,�Coe� SCALE VER.: 1" = 2' Tqj � ENGINEER OF WORK: JOB N0.
e performance of work on this project, excepting liability arising from the sole negligence of design F OF CNO-
(SEE ENGINEER'S SIGNATURE BELOW) 6900 -103
o professional. WILLIAM A. STEEN R.C.E. 18136 DATE
h CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNAESD BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
N _a ►2 DESCRIPTION: 2" BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OV . GRADING PLAN FOR: 1877 OLIVENHAIN ROAD
r MONUMENT "LS 3189" PER ROS 17271 HORIZONTAL: 40' Ze 1f ^ ^' M r
LOCATION: INT. OF WILLOW HAVEN RD. DATE: GARNER RESIDENCE 255 —G
AND WILDMEADOW PL. R.C.E. NO.:
18136 MASH MAHER GLENN PRUIM APN 255 - 040 -45
RECORD FROM: S.D. CO CONTROL LEVELS VERTICAL: N/A WILLIAM A. STEEN 6 -30 -15 10 1 27/ S�� N/A SHEET 2 OF 3
ELEVATION: 105.249 MSL DATUM: NGVD29 EXP. DATE DATE PLANNING CASE N0:
t�
UVEN#AIN —ROAD
EROSION CONTROL STANDARD DRAWINGS
THE BMPS (EC, SE, TC, ETC.) REFERENCED ARE FROM THE CALIFORNIA STORMWATER BMP
HANDBOOK- CONSTRUCTION, 2003 EDITION. THE HANDBOOKS MAY BE DOWNLOADED FROM
THE CALIFORNIA STORMWATER BMP HANDBOOK WEB SITE AT WWW.CABMPHANDBOOKS.COM.
EROSION CONTROL LEGEND
ITEM BMP SYMBOL
LINEAR SEDIMENT BARRIER SE -1, SE -5, SE -6, SE -8, SE -9 a o—o-
tn
0
0
rn
I
0
0
V) o 0)
U w
o� X
V) Q
Q
� O
J
Z m O
W I
�w
Q ^
Q go
J 00
00 0-
a
EROSION CONTROL STANDARD DRAWINGS
THE BMPS (EC, SE, TC, ETC.) REFERENCED ARE FROM THE CALIFORNIA STORMWATER BMP
HANDBOOK- CONSTRUCTION, 2003 EDITION. THE HANDBOOKS MAY BE DOWNLOADED FROM
THE CALIFORNIA STORMWATER BMP HANDBOOK WEB SITE AT WWW.CABMPHANDBOOKS.COM.
EROSION CONTROL LEGEND
ITEM BMP SYMBOL
LINEAR SEDIMENT BARRIER SE -1, SE -5, SE -6, SE -8, SE -9 a o—o-
tn
0
0
rn
I
0
0
V) o 0)
U w
o� X
V) Q
Q
� O
J
Z m O
W I
�w
Q ^
Q go
J 00
00 0-