HomeMy WebLinkAboutDWG 252-2; 3142; FARADAY AV, PALMER WY-ORION ST; 01-14·"'""·'""'",:•••·1!·-.0,, ______________________________________________________________________________________________________________________________ .;.,._ _________________ .,
''DECLARATION OF RESPONSIBLE CHARGE''
GENERAL NOTES
\. ALL WORK SHALL BE DONE ACCORDING TO THE APPROVED PLANS AND SPECIFICATIONS THE CURRENT CITY OF
CARLSBAD STANDARD SPECIFICATIONS. THE CITY OF CARLSBAD STANDARD DRAWINGS AND ALL APPLICABLE
CITY OF CARLSBAD ORDINANCES.
2. NEITHER THE CIIY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE
CONTRACTOR SHALL DESIGN, CONSTRUCT AND HAlNTAIN ALL SAFETY DEVICES. INCLUDING SHORING. AND
SHALL BE SOLELY RESPONSI~LE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH
STANDARDS, LAWS ANO REGULATIONS.
IMPROVEMENT & GRADING PLANS
FOR
I HEREBY DECLARE THAT I AM ENGINEER OF WORK FOR THIS PROJECT, THAT
J HAY~ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECf
AS DEFINED IN SECTION 67043 OF THE BUSINESS AND PROFESSIONS C □Df
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
J UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
i>ESlGN.
3. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTIO-N 6422 BY SUBMITTING A OETAIL~D PLAN TO THE
CITY ENGINEER A~DIOR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER
PROVISIONS TO BE MADE FOR WORKER PR01ECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA-
TION OF TRENCH OR TRENCHES OR DURING THE PIPE IHSTALLATION THEREIN. THIS PLAN HUST BE PREPARED
FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EX.CAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED
BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR
STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE.
4. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS
WERE OBTAINED BY A SEARCH OF TBE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE
EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FRON
THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITrES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILI_TIES OR STRUCTURES NOT SHOWN.
5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER-
GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISION
OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
6.
7.
8.
9.
10.
11.
12.
THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO STARTING
CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH COMPANY REPRESENTATIVES.
SAN DIEGO GAS & ELECTRIC COMPANY
PACIFIC TELEPHONE COMPANY
INSPECTION CITt OF CARLSBAD
.SEWER
WATER C,R.M.W.O.
(800) 422-4133 (800) 422-4133 438-5541 438-5604
438-2722
734-3031. AFTER HOURS
NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER
APPROPRIATE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD AT LEAST 48 HOURS PRIOR
TO STARTING CONSTRUCTION SO THAT INSPECTION MAY BE PROVIDED. (PHONE 438-5541)
WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT PERFORMED BY A QUALIFIED SOILS
lNGINEER WILL BE REQUIRED. COMPACTION REPORTS SHALL BE SUBMITTED TO THE PUBLIC WORKS INSPECTOR
ANO APPROPRIATE DISTRICT ENGINEER UPON COMPLETION OF THE WORK. WHERE EXPANSIVE CLAY OR SANDY
SOILS ARE FOUND, UNDERCUT THREE FEET BELOW PROPOSED GRADES AND BACK FILL WITH SUITABLE
MATERIALS UNIFORMLY COMPACTED TO AT LEAST NINETY PERCENT MAXIHUH DRY DENSITY.
NO REVISIONS WILL BE MADE TO THE CONSTRUCTION PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY
ENGINEER NOTED WITHIN THE REVISION BLOCK ON THE-AP~ROPRIATE SHEET OF THE PLANS.
FIRE ACCESS SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING THE CONSTRUCTION.
CONTRACTOR AGREES THAT HE-SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING: SAFETY OF ALL PERSONS AND
PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY tONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS1 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER
HARMLESS FROH ANY AND ALL LIABILITY, REAL QR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK
OM THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NtGLIGENCE OF THE OWNER OR THE
ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES. ANO STORM
DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE OR
FIELD STAKES. THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING
THE ENGINEER OF WORK AT 744-4800. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO
PROTECT THE'~ROJECT AND ADJACENT PROPERTY FROM ANY EROSION ANO SILTATION THAT HAY RESULT FROM
HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DE SIL TING BASIN, DIKES,
SHORING. ETC.) UNTIL SUCH TIHE THAT THE PROJECT IS COMPLETED ANO ACCEPTED FOR MAINTENANCE BY
WHATEVER OWNER. AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
STREET NOTES
I. A RIGHT OF WAY PERMIT IS REQUIRED FROM THE ENGINEERING DEPARTMENT PRIOR TO ANY CONSTRUCTION
WIT~IN THE CITY RIGHT OF WAY.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS. CROSS
GUTTERS OR SURFACING OF STREETS.
4 STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 1350 0 UNLESS OTHER~ISE SHOWN ON PLANS.
5 WHEELCHAIR RAMP SHALL BE INSTALLED AT CURB RETURNS PER THE CITY OF CARLSBAD STANDARD DRAWINGS.
6 ALL WORK DONE ABOVE POINT 1' ABOVE TOP OF SEWER AND STORl1 DRAIN PIPES WITHIN PUBLIC STREETS
RIGHT OF WAYS SHALL BE PER AGC/Af".IA SPECIFICATIONS AND CITY STANDARDS.
7. STREET TREES SHALL BE INSTALLED AT AN AVERAGE INTERVAL NOT TO EXCEED ONE TREE PER FORTY FEET OF
FRONTAGE. TREES SHALL BE PLANTED IN CONFORMANCE WITH T'lE CITY PARKS AND RECREATION DIRECTOR
ANO CITY STANDARD Gs-s.
8 ALL EXISTING TREES SHALL REMAIN, UNLESS A PERMIT IS OBTAINED FOR REMOVAL.
~ AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND
SERVtCe. POINTS SHALL BE SUBMITTED PRIOR TO ENERGIZI~G THE SYSTEM.
10 PERMITS FOR ~ORK. IN THE PUBLIC RIGHT-OF-WAY SHALL NOT BE ISSUED UNTIL A CERTIF:CATE OF
!NScRANCE IS FILED THAT NAMES THE CITY OF CARLSBAD AS ADDITIONAL INSJRED ON TliE PE~MIT-
TEE'S POLICY IN AN AMOUNT OF AT LEAST $100,000.00 FOR EACH OCCURRENCE OF LIABILITY.
FARADAY A VENUE
CITY OF
CARLSBAD,
CARLSBAD
CALIFORNIA
SEWER SYSTEM NOTES
20'
,fX/STJNC
Blf/LO!Nt;
._,_ __ -___.-
LOCATION MAP
SCALE: 1" 200'
EX /ST'!µ::;
Bl.II t.tJ/('/(;
/
1. LATERALS AND HAINS SHALL BE 1001 AIR-TESTED AFTER CONSTRUCTION OF OTHER UTILITIES AS SPECIFIED
IN THE CITY OF CARLSBAD STANDARD SPECIFICATIONS.
2. ALL MAINS S~ALL BE CONSTRUCTED WITH A 7' MINIMUM DEPTH TO FLOW LINE IN PUBLIC STREETS.
3. ALL SEWER LINES AND APPURTENANCES SHALL BE INSPECTED ANO APPROVED BY THE PUBLIC WORKS INSPECTOR
PRIOR TO BACKFILLING.
• 4. ALL PIPES SHALL HAVE A 4" MINIMUM CRUSHED ROCK BEDDING IN ACCORDANCE WITH THE APPROPRIATE
STANDARD DRAWING.
a TWO SETS OF CUT .SHEETS SHALL BE PRdVIDED TO THE PUBLIC WORKS INSPECTOR PRIOR TO TRENCH
EXCAVATION.
6. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY Tf!E CITY ALL MAINS SHALL BE FLUSHED CLEAN USING THE
"WAYNE" BALL METHOO. ••
7. ALL V .C.P. SHALL BE EXTRA STRlNGTH PIPE WITH PLASTIC COMPRESSION JOINTS.
7
EXPORT
SITE
_J
1
FIRM;
ADDRESS:
RICK ENGINEERING COMPANY
365 S. RANCHO SANTA FE RD, STE 100
CITY. STATE: SAN MARCOS, CALIFORNIA 92069
lELEPHONE: _(619) 744-4800
BY;
BARRY C. BtNDER
R.C.E. NO. ~28~4~4~8,__ ___________ _ .--=------v
STREET LIGHT
7'
FARADAY AVE.
NTS
LEGEND
STORM DRAIN AND APPURTENANCES----------===:c:J=,===
SEWER MAIN-----------------------------~---{)--s-
WATER MAIN AND APPURTENANCES------------w--
FIRE HYDRANT-----------------------------I PH
WATER MAIN VALVES----------------------
STREET LIGHT---------------------------~
PROPERTY BOUNDARY----------------------------
STREET SIGNS---------------------------+
DESIGNATES SHT. NO.--------------------137~2,...,...----
PALMER WAY LEGAL DESCRIPTION
5.5' X 4" SIDEWALK
( BOTH SI DES)
IMPALA DR. A PORTION OF LOT "B" OF RANCHO AGUA HEDIONDA,
IN THE CITY OF CARSLBAD, COUNTY OF SAN DIEGO SITE
FARADAY AVE.
RD.
STATE OF CALIFORNIA ACCORDING TO THE MAP THEREOF
No, 823 FILED IN THE OFFICE OF COUNTY RECORDER OF
SAN DIEGO COUNTY, NOVEMBER 16, 1896.
OWNER
CITY OF CARLSBAD
1200 ELM AVENUE
CARLSBAD, CALIF. 92008
A.P.N.
209-0~1-02 & 209-050-27
VICINITY MAP
NOT TO SCALE
I ----I 0
/0
Ji~ I
E.X15TI/J(i
BUILD//J'i
~!fu0fAi5gAt:gt4_PACTEO ~lgl< ENGINEERING COMPANY
DETAIL -TEMPORARY CAR ACCESS
N.T.S.
~~RS· CIVIL ENGINEERS-LAND SURVEYORS
\J16'$:'$. RANCHO SANTA l'E RD. su,rE 100 SAN MARCOS,CALIF.
92069 PHONE 7'1'1 -'1800
30118 PIO PICO OR., CAR(.SBAD, CALIF. 92008 PHONE 729·'1987
PRNArE CONTRACT
IMPROVEMENT 8! GRADING PLANS FOR
FARADAY AVENUE ,------------.------------.---------------r--------------t-------,f--+------------___j.---11
BENCH MARK t----t--t--------------+-----1 CARLSBAD, CALI FORNI A 11. CCNTRACTOR SHALL DESIGN AND PROVIDE ALL STREETLIGHT CONDUIT
AND WIRING. CONTRACTOR SHALL PROVIDE SHOP DRAiINGS OF THE
PROPOSED INSTALLATION FOR APPROVAL BY THE ENGINEER PRIOR TO
CONSTRUCTION AND AS-3UlLT DRAWINGS TO TH~ ENGINEER PRIOR TO ACCEPTANCE OF S[REETLIGHT SYSTEM.
FIRE DEPARTMENT
CITY OF CARLSBAD
COSTA REAL MUNICIPAL
WATER DISTRICT
MARGARET BONAS PRES. DATE
OESCFtlPTJON' CONCRETE MONUMENT WITH ·STD 1----t----t----------------+---~ APPR0",:-0. ENGINEER OF WORK ~B ~ , • .-.,u I .,_ Qtl.T£, I.' .... 4 -f'.c,"
_) n I..OCATION' 500' SOUTH OF INTERSECTION OF -----------+-------t .'::--P:::,,.::= ... sei::.!!.Ll~"L'cc--"""'"'='°""'=""''~'="~t'°"' £<!~~""----SCA LES, AS
'-.. " _ ,..., .• (_ .. """-_ _ f1.._,...__ EL CAMINO REAL AND PALOMAR. ,.__-+---t----------------4---~ RE, /0729' CITY £NG!Nf£R si: -, + ~ "l;. '.:<.1-t.;,. AIRPORT ROAD, EAST SIPE OF .EL.. ' ~==~===:::;';::::::;:::::::;:;:;=:==::: HORZ: SHOWN
BARRY C. BENDER R.C.E. 28448 DATE. CAMINO REAk Al ONG FENCE UNE· i----t----t----------------+---~~WNBY I PR3Qjl£4CT2N'!.. ~V'-"£"-R,_: ____ -4
LI ND EN R . BUR ZELL DI ST. ENGR OATEt-'""DR""A""'w""N-'-8..:Y::;.;: roc=s.:.:1G:.:N:::ED.:.....8Y:.::.;,Cc,:;H::::Ec.:C:::;KE=-D.:..:.,BY'-,TA_P_P..:R:.:Oc.:.VE.:.;D=-BY-, --1 RECORD FRCM iw.ffiS'eJ:-9' rE SURVEY LEY~I S t---+---t-----------------+-----1 CHKD BY· DRAWING N" ! BRIAN WATSON, FIRE MARSHALL DATE ---------r-----r----t---------------4-----i EL O By 252 -2
t,.,.,, ... ,m,. ________________________________ .J ______________ .J. _________ :R~.C~E~-,.;7~9;,;5;;6~-L-----L----.I..----L-----J..::E;;L;E;;;;v;:A~T!.:10;::N;:.:'...,;;29:6~4=8~0;;,,..,:DA:;:T::;u::M~,,;;;:!U-~S~-C:-,!a.~~~,_l04~T;E_j8!Y~~R~£;,!~~15/~0N~S~----------l1At:,P:::;:P~'O'--============================J
JOB NR8892B
l.
3.
4.
5.
6.
7.
8.
9.
IO.
11.
GENERAL GRADING NOTES
APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL
OR HORIZONTAL ALIGNMENT OF ANY ROAD SHOWN HEREON.
FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL APPROVAL OF
THE ASSOCIATED IMPROVEMENT PLANS WHERE APPLICABLE. FINAL CURB GRADE
ELEVATIONS MAY REQUIRE CH~NGES IN THESE PLANS,
A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE CITY ENGINEER
WILL BE REQUIRJ::D FOR ANY WORK IN THE CITY RIGHT OF WAY.
ALL SLOPES OVER THREE FErT IN HEIGHT WILL BE PLANTED IN ACCORDANCE WITH
CITY OF CARLSBAD SPECIFICATIONS,
THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK. NOTICE OF PROPOSED WORK SHALL BE GIVEN TO THE
FOLLOWING AGENCIES:
SAN DIEGO GAS & ELECTRIC:
PACIFIC BELL:
UNDERGROUND SERVICE ALERT:
SEWER•CJTY OF CARLSBAD
WATER: C.R.M.W.D.
TELEPHONE NUMBER
(800) 422-4133
(800) 422-4133
(800) 422-4133
(619) 438-5604
( 619 l 438 -2722
APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK
OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS
BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
THE CITY ENGINEER'S APPROVAL OF THESE PLANS DOES NOT CONSTITUTE CITY
APPROVAL OF ANY FOUNDATION FOR STRUCTURES TO BE PLACED ON THE AREA
COVERED BY THESE PLANS. NO WAIVER OF THE GRADING ORDINANCE REQUIREMENTS
CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS MADE OR IMPLIED.
ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP,
REPAIR, ARRIVAL, DEPARTURE OR RUNNUIG Of TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL
BE LIMITED TO THE PERIOD BETWEEN 7:00 A,M, AND SUNSET EACH DAY,
MONDAY THROUGH FRIDAY, AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE
CONDUCTED ON THE PREMISES ON WEEKENDS OR HOLIDAYS.
ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A
CONTOURED TRANSITION FROM CUT OR FILL FACES TO NATURAL GROUND AND
ABUTTING CUT OR FILL SURfACES.
NOTHWITHSTANDING 'rHE MINIMUM STANDARDS SET FORTH IN T'HE GRADING
ORDINANCE AND NOTHWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE
PERMITTEE IS RESPONSIBLE fOR THE PREVJ::NTION OF DAMAGE TO ADJACENT
PROPJ::RTY. NO PERSONS SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY
LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY,
FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM, OR ANY OTHER PUBLIC OR PRIVATE
PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING,
CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT
FROM THE GRADING DESCRIBED ON THIS PLAN. THE CITY WILL HOLD THE
PERMITTEE RESPONSIBLE FOR CORRECTION OF NON-DEDICATED IMPROVEMENTS WHICH
DAMAGE ADJACENT PROPERTY.
SLOPE RATIOS:
CUT -2,1
FILL -2:1
EX CA VAT ION: 7000 C • Y • FILL: 400 C. Y. 1 EXPORT 6600 c.Y.
NOTE: A SEPARATE VALID PERMIT MUST EXIST FOR EITHER WASTE OR J:MPOF<T
AREAS.
GRADING QUANTITIES ARE ESTIMATED FOR PERMIT PUF<POSES ONLY AND
ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
12. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH CITY OF CARLSBAD STANDARD
DRAWINGS.
13. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO Pl.lEVENT WATEF<
FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND
WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EAOSJ:ON, OR CONSTRUCT
DRAI~AGE FACILITIES TO TRHE SATISFACTION OF THE CITY ENGINEER THAT WILL
ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION.
14.
15.
16.
17.
18.
19.
20.
2 I .
TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVJ::NT WATE:R FROM FLOWING
OVER THE CRESTS OF SLOPES.
AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15 FOLLOWING THE
PLANTING OF THE SLOPES.
SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE CITY
ENGINEER IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2% AND ON OR IN
OTHER GRADED OR EXCAVATED /I.REAS AS REQUIRED BY THE CITY ENi":ltsEER.
CATCH BASINS, DESILTING BASINS AND STORM Di<AIN SYSTEM SHALL BE INSTALLED
TO THE SATISFACTION OF THE CITY ENGINEER.
AT Of< NEAR EVERY POINT
DESILTING AASIN AND
CONSTRUCTED TO REMOVE
NON-EROSIVJ:: VELOCJ:TY.
WHERE CONCENTRATED FLOW LEAVES THE DEVELOPMENT, A
AN ENERGY DISSIP~TOR MAY BE REQUIRED TO BE
SILT FROM THE WATER AND RJ::LEASE THE WATER AT A
MANUFACTURED S~OPES AND PADS SHALL BE ROUNDED VERTICALLY AND
HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY.
CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING, SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER AND ENGINEER HARMLESS Ff<OM ANY AND ALL LIABILITY, REAL OR
ALLEGED IN CONNECTION WITH THE PJ::RFORMANCE OF WORK ON THIS PROJECT
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER,
A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON
THIS SHEET OF THE GRADING PLAN. ALL EARTHWORK SHOWN HAS BEEN OR WILL BE
PERFORMED UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER IN
ACCORDANCE WITH LOCAL ORDINANCES.
SAN 011:GO BLUE F'"tlNT CO
GENERAL GRADING NOTES (CON 1T)
22. THE USER OF THIS PROPERTY IS ADVISED, THAT THE LOT OR PAD MAY NOT BE
COMPLETELY SUITABLE FOR THE USE HE INTENDS. THE USJ::R IS ADVISED TO
EMPLOY SUITABLE SOILS AND/OR STRUCTURAL ENGINEERING ADVICE IN CONNECTION'
WITH ANY PROSPECTIVE DEVELOPMENT OR USE.
23. ALL OFFSITE HAUL ROUTES SHALL ·BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL PRIOR TO BEGINNING OF WORK.
24. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A DIRECT RESULT OF THE GRADING OPERATION.
25. A PRECONSTRUCTION CONFERENCE SHALL BE HELD AT THE SITE PRIOR TO
BEGINNING' OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIV·ES
RESPONS.IBLE FOR CONSTF<UCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK,
26. ALL AREAS SHALL BE GRADED TO DRAIN. IMPROPER GRADING RESULTING IN THE
PONDING OF WATER IS NOT PERMITTED.
27. A SOILS f<EPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING
PERMITr OR ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A QUALIFIED
SOILS ENGINEER. ALL FILL OR FUTURE FILL AREAS S;JALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
"EARTHWORK SPECIFICATIONS" ATTACHED TO THI:: PRELIMINARY SOILS
INVESTIGATION.
28. ALL EARTHEN SWALES AND DITCHES SHALL HAVE MINIMUM 1% SLOPE,
29, PERMITS FOR WORK IN THE PUBLIC RIGHT OF WAY SHALL NOT BE ISSUED UNTIL A
CERTIFICATE OF INSURANCE IS FILED THAT NAMES THE CITY OF CARLSBAD AS
ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN AN AMOUNT Of AT LEAST
$100,000.00 FOR EACH OCCURRENCE OF LIABILITY.
30. A LANDSCAPE IRRIGATION PLAN HAS BEEN PREPARED FOR THIS PROJECT BY
EARTHWORK SPECIFICATIONS
ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER.
ALL AREAS TO BE FILED SHALL BE PREPARED TO BE FILLED,. AND ALL FILLS SHALL BE
PLACED IN ACCORDANCE WITH THE "EARTHWORK SPECIFICATIONS'' ATTACHED TO THE
PRELIMINARY SOIL INVESTIGATION FOR THE SUBDIVISION, REFERRED IN SOILS LETTER,
DATED OCTOBER 5, 1983 BY LEIGHTON AND ASSOCIATES, AND CITY ORDINANCE 8032.
BRUSH AND TREE f<EMOVAL: -----
BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED, WHEN
TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALOO .BE REMOVED AND THE RESULTING
EXCAVATION FILLED WITH PROPERLY COMPACTED FILL SOILS. TREE REMOVAL SHALL
RECEIVE PRIOR APPROVAL FROM CITY ENGINEER. NO TREES SHALL BE REMOVED UNLESS
SPECIFICALLY NOTED ON PLAN.
FINISH GRADING:
CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO PRODUCE A SMOOTH
AND UNIFORM SUF<FACE OR CROSS SECTION. THE SLOPES OF EXCAVATJ:ONS OR
EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK
AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHEF< ~ASTE
MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND
DISPOSED OF. ALL TOP AND BOTTOM OF SLOPES TO BE ROUNDED OFF. (SEE STD. DWG.
G-1 OF CARLSBAD STANDARD PLAN.)
BACKFILL NOTE:
WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE
ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH
BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITB
ON-SITE EARTHWORK SPECIFICATIONS,
PI PE REMOVAL,
WtiERE AN EXISTING ABANDONED CONCRETE PIPE IS NOT REMOVED BY THE GRADING
OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET OF STREET OR BUILDING AREAS AND
REPLACJ::D WITH PROPERLY COMPACTED SOIL. IN OTHER AREAS THE PIPE SHOULD BE
COMPLETELY PLUGGED WITH CONCRETE OR REMOVED,
ROCK FILI,,
WHERE ROCK IS ENCOUNTERED IN CUT AREAS IT WILi;, BE DISPOSED OF AT A LEGAL NON-
BUILDING SITE BELOW UTILITIES UNDER THE DIRECTION OF A SOILS ENGINEER.
GENERAL EROSION CONTROL NOTES
IN CASI:: EMERGENCY WORK IS Rl::QUIRED, CONTACT AT
--=pH=o~N=E-N=o~. ------·
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON, ALL NECESSARY MATERIALS SHALL BE
'STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE f<APID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL MOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE PUBLIC WORKS INSPECTOR.
4.
5.
6.
7.
8.
9.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PRJ::VENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON,
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
ALL REMOVEABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS
40%.
SLOPE EROSION CONTROL NOTES
CONTRACTOR SHALL PROVIDE Ef<OSION CONTROL MEASURES TO CONTROL SOILS MOVEMENT
SATISFACTORY TO THE CITY ENGINEER IN THE EVENT THE SITE IS EXPOSED TO EROSION
DURING THE PERIOD BETWEEN NOVEMBER 16 AND APRIL 14TH. EROSION CONTROL
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, SLOPJ:: PROTECTION, STILLING
BASINS, SILT CONTROL SAND BAGGING AND STORM DRAINS.
GRAVEL BAGS SHALL BE PLACED IN GUTTER AND OTHER LOCATIONS AS APPROVED BY THE
CITY ENGINEER DURING THE PERIOD BETWEEN NOVEMBER lST AND APRIL 15TH.
THE DEVELOPER SHALL MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES
DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE CITY ENGINEER. THE DEVELOPER
SHALL PICK UP AND REPLACE ON THE SLOPES ALL MATERIAL INTERCEPTED BY THE SAND
BAGS, CATCHBASINS AND STILLING BASINS AFTER EVERY FUN-OFF PRODUCING
RAINFALL,
AS SOON AS GRADING IS COMPLETED, ALL SLOPES SHOWN SHALL BE STABILIZED BY
HYDROSEEDING, MULCHING AND FERTILIZATION, THE SEED MIX SHALL BE DESIGNED BY
AN EXPERT IN THE FIELD AND SHALL BE APPROVED BY THE PARKS AND RECREATION
DIRECTOR. THE MULCH SHALL BE APPLIED AT NO LESS THAN 2000 POUNDS PER ACRE
AND THE FERTILIZER AT NOT LESS THAN 1000 POUNDS PER ACRE, OR ACCEPTABLE
ALTERNATE.
EMERGENCY EROSION CONTROL MEASURES ARE REQUIRED TO CONTROL SOIL MOVEMENT
SATISFACTORY TO THE CITY ENGINEER IN THE EVENT THE SITE IS EXPOSED TO
EROSION DURING TIIE PERIOD BETWEEN NOVEMBER 16 AND APRIL 14. EROSION
CONTROL MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, SLOPE PROTECTION,
INSTALLATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTINC BASINS a ,
ENERGY DISSIPATORS, SILT CONTROL SAND BAGGING AND STORM DRAINS.
WORK TO BE DONE
SLOPE EROSION CONTROL NOTES (CON'T)
AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN NOVEMBER 1,
ALL CUT AND FILL SLOPES SHALL BE STABLIZED WITH A HYDROMULCH MIXTURE OR AN
EQUAL TREATMENT APPROVED BY THE CITY ENGINEER. BETWEEN NOVEMBER IS AND APRIL
l4, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE
EXPOSURE OF CUT SLOPES AND/OR THE CREATION OF EMBANKMENT SLOPES,
THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION CONTROL MEASURES
DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE HOMEOWNERS ASSOCIATION OR THE
CITY ENGINEERING DEPAF<TMENT, THE DEVELOPER TO REMOVE ALL SOIL INTERCJ::PTED BY
THE SAND BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE FACILITIES
CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE CITY ENGINEER. THE
DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE CITY ENGINEJ::R.
T!IE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS AkE BUILT IN ACCORDANCE WITH THESE PLANS. IF
THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR
SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER
Of' WORK P,T 744-4800. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO
PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT
RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES,
TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE
PROJECT l S COMPLETED AND ACCEl?TED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY
OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE,
B ~;s•~~iOITTROL 7i
:,_~
I< -.J .
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY 12.'
OF CARLSBAD ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS: THE SAN DIEGO REGtoNAL STANDARDS 1982EDITION
C.R.M.W.D. STANDARDS.
NOTEi THE REMOVAL OF AND CONNECTION TO EXISTING IMPROVEMENTS ARE AS SHOWN ON THESE PLANS.
IMPROVEMENTS SIil.. OWi..
THE GRADING OF THE STREETS (SEE TYPICAL SECTIONS) --
THE PREPARATION OF SUBGRADE AND PAVING OF THE STREETS -
THE CONSTRUCTION OF WHEELCHAIR RAMPS
THE CONSlRUCTION OF STREET LIGHTS, E-1
----N-88 ----
--16,000 LUMENS H:P.S. ----------
THE CONSTRUCTION OF VITRIFIED CLAY PIPE SEWER HAIN ---------------
THE CONSTRUCTION OF "TYPE G" CURB AND SUTTER, ANO SIDEWALK --G-2 & G-7.1 --
THE CONSTRUCTION OF CONCR, CROSS SUTTER ANO RETURN SESHT. GS-9, GS-10, G-12.1 -
THE CONSTRUCTION OF CURB OUTLET ----0-25 ---------------
THE CONSTRUCTION OF STRAIGHT HEADWALL---D -32 ---------------
THE CONSTRUCTION OF RIP RAP ENERGY DI SSIPATOR --D -4 0 .I TYPE 2 --------
THE CONSTRUCTION OF STREET SURVEY MONUMENTS -M -10 • ----
THE REMOVAL OF EXISTING PAVEMENT, CURB, CROSSGUTTER, ETC. -------
THE CONSTRUCTION OF COMMERCIAL DRIVEWAY --G -14.1 El DETAILS THIS SHEET -
THE CONSTRUCTION OF RCP STORM DRAIN -
THE CONSTRUCTION OF TYPE "B" ltJLET --D -2.1 --
THE EXPORT OF EXCESS EXCAVATION ---
THE CONSTRUCTION OF TYPE 'F' CATCH BASIN --
,
D 7.1 El DETAILS SHEET 5 -----··-
TEMPORARY EROSION CONTROL NOTES
I . GRADED STREET El UTILITY TRENCHES -USE THE ♦ SANDBAG SPACING INDICATED BE-OW;
( BASED ON HEIGHT OF I JI<-SANDBAG El 2 SANDBAGS)
GRAOE OF STREET OR TRENCH
LESS THAN 2 %
2% TO 4 %
4% TO 10%
OVER 10%
INTERVAL
AS REQUIRED
100 FEET
50 FEET
25 FEET
SYMBOLS
s s s s
-S---
. . ... :c-o& 1oe:w Al.IC.
....,,"""""" • .,,·,;,,· ,-.Gl.ltlt&4 C.UTTe.ll
~
~ =~-=ii .,
&,
~~\.S\\S
_§ __ 3_-co.,_' __ _
DRIVEWAY
[§J
SEE SHEET 6
=-=18l
PROPERTY LINE; ---c
A
re
I
~~~ I~ '--' .try
""~~ 1.u_,_ "'lUJ ....
A
I 2 1
---+ ..........,
PLAN VIEW
NO SCALE
IZ' /21
SECTION A-A
NO SCALE
EROSION CONTROL e,A.G5
WIER 5PAC!:D A5 Nf.EDE:O
: I . 3• [_..,.---" •
: ':J ··,". , ... ":-J / . ,., ,,'f ..... ·-~·"" ' ........ ,• , ' .......... ,
(:,:-:-.-.,. :::,.: .V :, :-,:, I.-.-: ·.: :-Y:: :· ..... _,:, .:·V;::. -::.
SECTION B-8
NO SCALE
fr
R.
I
2 STORM DRAIN INLET -PROVIDE A li< SANDBAG SILT BASIN OR TRAP TO PREVENT SEDIMENT
FROM ENTERING DRAIN SYSTEM.
I I i CURB --IA I I , SECTION C-C
N.T.S.
3. CONTRACTOR WILL REMOVE SILT AFTER EACH MAJOR RAINFALL.
* SANDBAG , 3/4" ROCK FILLED BURLAP BAG FOR BOTTOM ROW.
ENGINEER OF WORK
' .
BARfhiC ENDER R.C.E. 28448 DA TE.
DRAWN BY:' DESIGNED BY,, CHECKED BY, I APPROVED BY•
BENCH MARK
DESCRIPTION' i~C!fIE MONUMENT Willi STO
I..OCATION: SQO' SOUTH Of INTER..,...CTION Of
EL CAMINO REAi AND PALOMAR
@J;:£§1.fft'i; 'FMT&£EE°ci@I.
RECORD FRO/I: ~~fE SURVEY LEVELS
ELEVATION= 29§ 480 DATUM: US.C StG,S
i...-c
DRIVEWAY DETAIL
NT 5.
RICK ENGINEERING COMPANY
PLANNERS• CIVIL ENGINEERS· LAND SVRVEYORS
J66 $. RANCHO SANrA ,E RD. su1r£ 100 SAN MARCO$,CALIF.
92069 !'HONE 744-4(100
.JO# l'/0 PICO DR., CAIN.S8AD, CALIF. 9/!008 PHONE 729-4!187
PRIVArE CONrNACr
t---t---+--------------+------1~11 ~~Ik~~ ~~~£~~0 IIT=J
IMPROVEMENT a-GRADING PLANS FOR
FARADAY AVENUE
CARLSBAD, CALIFORNIA
i------1--r---·-----------+--~ ~~°o'l t,~ --~ SCA LE:"S I
i--+-t-------------~----4~---I R£, fa 719 ' CITY ENGINEER NORZ·· AS
r--;---,--------------!----i~:::=::=WN=8Y::::·::::::::::==::;;;1:;.P::::::R::::O::::J:::;£::::CT=:N::::!::::::::::::::::! VER: SI/OWN
r--+-+----·------------1----1 Cf-(Kl) BY. DRAWING N" 1----+-+-----------------+-----l_=P-;;,i,1.,,,nuBY;iL;..-___ .J .,_ __ 3_14_2 ___ _. 252. 2
O<ITE BY Rf:V/SIONS
D4Tc: 1,-4 -BS
APP'D
JOB NR8892B
NOTE· TDPOFCURB IS 0.24' l! :-·;--,1-_ti ,,:, __
LOWER THAN If ELEV. UNLESS I
OTHERWISE NOTED. --ti'.-:,; • •,:-~I. 1,'-
----~---..... ..--.-............ ....,. f I l • I j • f ! -1·-r r·,-1 1·-1 -·:
, -·• I ,._ -+-·i-• _, --·--· • ·r--~,. , -i. j l J l ' ' i : , ! 1 I ' / f,-1--1---,t-t·J1 -~ -L+ -1---1-J --1 l +· •
' I ,, I I J : I ! ; ' ' ,.,_ i•~·-++r'-f,l'i I
' I : : i I I ' I I f • ' ' -1, I • I ' f1i-1i,lf i Ii ·-·,.:r: r-,1111'] 1,· i.'I
I : I : : I I
i -..:
·1 ; • • t L ·, : . _, ' i • r : , i : : • • ' , • i i , -·~· t1-1·---: ··-i-l t·---· t) .. j-··i -t·1·--i -r-t, --t ~ ..... r· ~J." ..
f : I t ! • 1 ·1 ·; r-l ·; ! 1 i !i. ' .,,11!1,i r~::j,, I I I I I I . ' i t • I ,· •
1 ' ' I ' 1 I l ! 1 , ! : ! f j t· ' • i ➔· I t : : I i I I '
; : f -; i l -i 1 : r l i ~--; r-f 1 ijJl1t' if11:1it
+-➔ +-·/--E-t-----lf-t -i-[ -f-t t -~-~ : i r
: +-~ 1-L -1-1--+-------+ J __ +.-fr-..412.AG'• t ---.j_ .l 1• i : . -t
•••1 'i1 1 • ,.,,.,.,· vlJ.i'·'· : , -i-! -l--~--.-1 -'-r.l. i-4/4.i• /j'.J,q_;?_J ; --l---> , ' ; : --
• I 1 I , I I ' I I I : 1' • 1 I I ... : l ' :
• t I I I ' I I : I ' I ,:,,,..,. :, • ' ' I ' ·1 .. ~ :---t ··t-+-------r -1--1 -• -+----, i ~, .. ,I. .. : ' .,;l!...L:t;:t·1~11;;.11 Ot,..!i'::
; i --r • r--t I t t· t--, -t .... --~-s -I ---1--, -i 0\ ~ t-; ' -: ·
1 -t 11 r..a j i ! i i ~ --i-: ~ I i ! ; ~ .. ~ --+-l-~~ ,!i,o
: ·1 P'F : 1 I ,· 't I I ~ ' ! . ' • "I) ;! Q:: • ' • • ~..,, . • l--l ~ ' 'ffll • , ..... ! I I ' ' -.. • --t -... --I _.._ ~-+ --+-' I ---l -~ -, -+ ~ -~ ' : ; 1 l : i t I 1 L 0 ~ t l't) 1 i ._ : .•• ., -~ i : , , ~ J 1 , • J_ j . R , 1-I ct. , , , , , , 1
1 -i 1 ··rr ·-t-t--~-------~ ~---~ t · r--.1... : r ~ --i -, : :
-'. --t -1 -+----+ _J_ -~ _J --~---m 1 -,' _ J.Ja,,--F _ _1 1 _ l , _ , 1 _ , _ . 1,t11·i 1 1 li'1•1 1:1:11··
1 1· -r • +l -t-7-±t -+--! -' --! i· ; ,-r-i ----1-I -i-i-: i I : : ~ --l---t--1'-+-·t J_ __ fl --t -i ;---+ -• -i j j j ; , ' I I ' ' I ' ! ' I I • ' ' ' I
11 --,1-1·---1-·1-t' <-! i,,1-1·· 11:1! : ! I Ii l I ! !RI R! i' : Ii:: ! • r-,1--,·--r-·-·-,-c~ --?"ffl'R i ! , • , •• ' ' j : ! . I I t J C. 1 IU . : i : ! 1 i ! t ~--1---r -t. r --1-~ -1 ,r, i -I I w : ~ : j ' ' j , , I i : : 1-, , , 1 ;s .AL!ES = mo~z ! 1 "i:: 2 ' ' , : , , , ! ,
: i, J_1 -1.' --+' I • t-t --t--+ -Tl -i --1 : ,bEl'RT 11 ''k .' 1
1' ! ' ; ' ! ' : ' I • • ~+-ti -j ' I 'f •• I I • • : I I --;---t-' -r-!--+-' -i--+--· !--+-T • -+.--t-f-'---I -'· • +-_....2:..10-: I ' 1· I I I I I 1 I I I ' I I f •• I l 1-v.--. i ; -i t 1· -• ' l I : ! i ! i .i. j_ 1 l + -: ! ' I l • • • , : i , t i ; : r 1 1 • 1 , , · -,~ -r-t -t---t i l~ i,1 f--1--f-r t-r--1 -~ r-1 i
• : -, ~ -1--r-r -,r r ~ t r-i--+--f --r--tl --r --; :
: , -• --r t---t -:-r t---+---+--1 -~-----~ --; -i
! ! I I l : : i ! I : l i I ' : ] -, ! 1--1-: 7 TT ,-,--•-:·1--! • • ' : : I ; I ! : l ' , ; l, _ l, l , f l L J--(_ ~ -j--I -1 , ,. i
' . '
' I i • I • ' t 1 ' I ! l i I I ! ; : : l ; I I t ' : '
• I r ·1 i ·r -r -• -+-·i-L -+-·--+ t -~ •• .. ""· ~--,
I : I ! l t ! ' I •--f--i---r-.:. T--+-+ ,,, ! .,i --,-1 : , \ l t • i T 1 1 • t
; : I 1 1 I j , I : 1 1
, I -~ • I -1 -I • • L .. -•-T ' : : : 1 i ' '. I l : •
J... .... ~-·------___ .;_ ____ 1 ---1.,_ ---__ ..!__:_ __ .l,_ ....!..,____,l~----''-' ---------:.
'
URB DATA
NO. OELTA ORBRG. RAOIIJS LENGTH REMARKS
[I] N 62"59'49"E /5' ± TYPE "G"CURB
2 42.46' II " I/
III ..:1 = 3/006'42" 3321 /(JO. Z6' " ,, ,,
N. 55•59'32•w 19d 27' " I •
Ll = 40"00'00" " II II
' ' ' 105
-.
' ,
' '
'. 8
LI' 40"00'00'' 632'
396. 54'
441. 22' II II IJ CENTERLINE OATA
N 56"59'32"W /96. 27' II II ,, NO. OELTA OR BRG. RAO/US LENGTH REMARKS
l), 4.0"00'39" 26'd' 11'7 15' " • tl .40•00'39• 300' 209 50'
CD N.56"59'32"W /9{j 27'
Q) L1 • 40•00 '00'' f;OQ' 4/{J_ tj(J'
b~ DIEGO BLUE PRINT CO
--
: . . . .
-__..._
\ -
--------
LANCJSCAPE. EASEMENT ,,-ro CITY OF CARLSBAD
' -------
( PER P.M ___ .
.,
' ' . '
ENGINEER OF WORK
~-.. ~O ~-•'h ARY. BENOR R.C.E 28448
/
DRAWN BY DESIGNED BY CHECKED BY APPROVED BY
J.A.O.
l
.
' ' •-.
'
'
l
L.
i I
-;-
• : : • :J 0 . ' . ·-~-· ------
P;.\RCEL
PEF{ P. ivJ.
j
/
,,
BENCH MARK
DESCRIPTION· COtfRETE MONUMENT W/STD. ECR 15
LOCATION· 500SO.OFINT.OFEL CAMINOREAL"
PALOMAR AIR PORT ROAD, EAST SIDE ur
EL CAMINO REAL ALONG FENCE LINE
RECORD FROM, S.D. CO PRECISE SURVEY LEVELS
( RS 1800-I)
ELEVATION: 296,480 ,
DATUM, U.SC.8.GS.
' 111 112
.. ---. ...
•
SP/-N EX 1ST. M.J./. CONE /,,,..
TOM ISS CURB: /;OJUST M 11.£
TO GRAD€-t.,,REPLACE ACCESS
STEf;S PET? STEfl DET.411...' IN REG ST-0: 5-1.1. ..,,,,,
.., I ..,,~:
,··
I ( • ,
RICK ENGi NEERING COMPANY
PLANNERS• CIVIL ENGINEER$· LAND SllRVEYORS
S65 S. RANCHO SANTA FE RD. SUITE /00 SAN MARCOS,CALIF.
S206g PHONE 744-4800
JOl/8 PIO PICO OR., t:.4Rt.S8.AD, CALIF. g2008 l'HONl' rzg-4#7
jsHfffl CITY OF CARLSBAD ISHE6£TSI ~===~~:.:1t:::::::::::::::::::::::::::t::::~ .... ~ N6/IEERIN6 DEPARTMENT
IMPROVEMENT 8 GRADING PLANS FOR
FARADAY AVENUE
t--t---+------------+---J CARLSBAD, CALIFORNIA
i---+--,r--------------l---.J APPROVED, r D4TE: //-4--.f' 5 r---t--t-----------------1----1-"-·o--,,,,.k P':. "i,'~.,....,.q-o:.tJ,9:· SCALES,
~::::t::4::::==========================i::::::j!~~~~~'t'~87~2=9===Cf/~7Y~EN~Gl~NE,~-~cR~=~ HORZ~sSHOWN
r----r---t--------------1---J~mf~ 11PR031~2 ~i~~~~NG
D4TE BY REVISIONS PP'O
JOB NG88928
__..
U'l
(n--
~ ,!,
ft\ ' ~
CAUTION: LOCATION OF EXISTING UTILITIES,
INCLUDING ANY UTILITIES NOT SHOWN ARE
TO BE LOCATED BY POTHOLES PRIOR TO
CONSTRUCTION NEAR THE UTILITIES LOC-
TION. SEE GENERAL NOTE 5 ON SHT I
_.. ("'> ' ' ' ' ,'
~ --z__ ,..,....: ,,µI.. . C? of c,..
o-.........-___..-c1-r'-<t,11. ~
ell~y . f'
0v
SNt Olfoo BL.1,11; PAINT 00
\
I
I
I
' _,, -Ej,,_JST .:!0' EASEMENT
/ 7V'S.D.6. BE.
\
l , I
,
I
'
WARNING I 30" H.P. GAS MAIN
NOTE: A S."D.G. 8 E. REP. MUST
BE ON SITE DURING ANY CON-
STRUCTION IN THE PROXIMITY
OF THE 30"H.P. GAS MAIN. 48
HOURS NOTICE JS REQUIRED.
--
ENGINEER OF WORK
BA¾iv"c1 B~NoE~dE':' 28448
.--
DRAWN BY· DESIGNED BY CHECKED BY APPROVED BY·
J,A D.
. I
.i --+--}--! . I : -•-: .L I ' ' t . i ' ! ' . . ! I ' ..
' ! r I ' ·" I ' ' . ' -. , ' ' !
' ' ' ' --., ------:---·:··· i"
\ .
' i
BENCH MARK
)
, _,
.'
-~------
/
DESCRIPTION: CONCRETE MONUMENT W/STD. ECR 15
LOCATION, 500' SO. OF INT. OF EL CAMINO REAL 8
PAL.OMAR AIRPORT ROAD., EAST SIDE OF
EL CAMINO REAL ALON1;, FENCE LINE
RECORD FROM: S.D CO PRECISE SURVEY LEVELS
( RS 1800-1)
ELEVATION· 296. 480
DATUM, U.S,C. 8 G.S.
. -'
,_
I i 1
l --!... ' ' '
"" ---
,.
,,
,
/
/
,/
,·.
I -
j
J
I
I, i
/
\ I
l \'
' \'
' i '
...
-' i
CURB
' I ' -!
' '
l I ,_
' ;
r ' '
DATA
l r -
'
1 I .; I I l
' I I r !
-. . .
, : I ; : :
+-++-+-----~ -t
! i I I ; ' l ' : • ' ' '
l
➔
' : ; ' . ' .... ----,... -..
: I I I
-1-i I
l i : t
J ..: t l
NO. DELTA OR BRG. RADIUS LENGTH REMARKS
[Z] N. 03"00'20" E. 215.79' TYPE• G" CURB
tl • 16° /(j' 19" 732' 233. 06' II " II
bl] N. 10°4I'I-e,•w. 6.56' II II II
LI , Ia• 1a· 19" 668' 2(3.42' u II •
5 N. os0 00'2a•E. 2/5. 79' ,, " II
6
CENTERLINE DATA
M). DELTA OR BRG. RADIUS LENGTH REMARKS
700'
N. 76°41' 13• w.
SEWER DATA
M?. DELTA OR BRG. RADIUS LENGTH
•
i'<>1£AS.URED rt:J°INSIDE' FACE OF M.H.
RICK ENGINEERING COMPANY
PLANNERS· CIVIL ENGINEERS· LAND SURVEYORS
J61S s. RANCHO SANrA R RD. StJ/rE JOO $All MARCOS,CALIF.
92069 PHONE 744-41JOO
JOIJII PIO PICO OR., CARLSIIAD, CALIF. !l200II PHONE 729-4Slll7
PRIVATE CONTRACT
~ CITY OF CARLSBAD 1SH££TSI t---+--t---------------1---....IL.1._j ING D£PARTM£NT 6
r---t---;-------------+----11 IM PROVE ME NT a GRADING PLANS FOR
FARADAY AVENUE
CARLSBAD" CALIFORNIA
t----t----+-------------4----11~~~> ~,:). a._ I ~~:;;.-4-85 t:==+=:t::==============t:==jl~~~-~· l~/J~7~2:::9::::::=:;:::::C¥1rtTY~£N~Gl.~'f££i~R~==, HORz, AS SHOWN ... ;WNBY· I PROJE"CT N!. VER:
i---;------+--------------1------.1 CHKD BY.· 3142 DRAWING N" t-:--::----+------+------~--------1-----1 _fl Q By, z -' /_ -2 TE BY RE"VISIONS APP'D
JOB N18892 B
! ,
, --
--1
-l _J -
NO
0
~
~
@
lj)
j '
'
' .1. ---!
f I ' . ' --~-------
I ' '
' ' r !
' '
l 1
l
'
' ' I
' ' ' ' ' i -------+ -, l
\
c_,
DELTA OR BRG.
N l4°e'4'.31" E
N. IZ 0 00'0o"w.
N. ,z•oo·oo·w.
~-·
)
RADIUS
SAN CIEGO l!IWI: PRINT 00
I 1
)\ \l \l,J,
'I) ,,
•\I .-
/ I ' \ ! )
'
~
LENGTH
70'±
,E,4,_50•
ero.oo'
357'±
I
I . I L : .... -1
~ ' ':'
~
" tt' ---~
I-'.
'\II
....
-~
\§
ii) ~
\
REMARKS
3011 RCPf.350--D)
,, " d
"
,,
" GRA55 Dr(CH
I-lo;t
.-J ~
t ~ .!C) <(
:t > 0 ,;§ 0 ::,;; g I-~ ...i
~IC) a -~ \IJ -,.,
~ -.;:
' ' <i!
~;ti~S~·-~5
--;~_}!If._ --
' ~ .__ :..,..:;...·
~ ~ ~ fii I-
::::i 2 0 '• ltj ii .... a) ~ t,)
IS)
tri -It)
I
I : t
I\J
it :,.;
t-.
I
(:i ',t
' -:----q
~ a.:
! --' !
! -____ c_CWIGINAL GROftND
________ i , I
-2'1P.00' ~30"KCP
1350-D @ I.O'Po
'~--·.' --.; . . ~ ----.
I , '-: ·-' -• , I ----]
• -·
' -' I
·-I -.._ I ,
! -...... ' I I ' ' ' I I • • • I '
: ' i ' -
-,
'
: '
-· :
j
Fl.. pR.IQSS lJIJ£D: C/4ANUE:(.
' ,......._
I -........
V50 ~ /0.3 F.P.S. --.... ' I
-'
'
' ' ! :
, '
i ' L I :
' I r -
! -i
!
-! --------,-
--'
I
. -' I r --
I :
I ' ' .
J
i
l --
I ' I '
---I
i
' :
t r-
f i ~ --t-J
l L
:i -r-
l 1 --
I -! L
I : ' -l-,-i I I
----I
'
_,_ ' -' I I I r -' ' ! ' _,
1 ! -~ -4
I I I ... -•---' '
' ' I
' ;
I :
' ' -• -t
-i -➔ -
i-i
I !
' ' 1----:
-I I
' .
t ' I ' --l ___ ,
'
t ·t
i f i
-! '
' -· --+-i '
i -'
1 -t-
i : ' -'
l I
j
I t
f
I '
'--
' ' -.
-+ -
I
•
' I
"
' 1---~---+ --t-
f ,
' -'
I '
' I
1--,
·------• ' '
I •-I .
i --' I
PROFILE." STORM DRAIN
1 -""'i
I
SCALE : HORI Z.
I
0
__/
VERT.
111 = 40'
I"= 4'
/
I
2
/ r I
CAUTION• LO JION OF EX TING
UTILITIES, I LUDING AN~TILITIES
NOT SHOWN ARE TO BE OCATED
BY POTHQt.ES PRIOR T CONSTRUCT
NEAR TblE UTILITIES !LOCATION, S
GENE L NOTE 5 ON SHEET NO.
I .,
, . / I ,
I
I
/ . ,
'
\(' -;--
RIP-RAP E:NEQGY 0/S5 I PA TOR
PER 0-40. 1 TYPE 2 6'" 10'
/ I
I I
I
/
,,
I
I
---" /
/ / / ,
, ,
I ' I
1/4 TON, RIP·R4P 2.7' TH/Cl<
W/ GRAVEL Z SANO Fil TER SLOPE TOMATC'I/:
, . '
( ' . .
\ / . '
BLANKET. ' •, ",,...., . \ ·, '•,, "·
\ <. \
'l..\1 \
NJ
\
EXIST. DITCH ,.
:' I
' \ '(!~Kl,t/G ~OT
I J f ' ;v \ J
'-,)
FARADAY AVENUE -STORM DRAIN
SCALE 1"=40'
' '
,
I
3
,
/ '
/
,
I
I
/
/ '
!
I '
TOE OF 2.'/
SlOPe
'TO FAl?ADAV AVE.
: ' ' : ' ' i >---3;1· 'pl
(i,.0'
; '
AR€A 7V IJKAIJJ
CONC. DITCI-I
AS SHOWN
"r-.BECKMAN PARK/J,.JG LOT-,
0.5'
' ' L --!..
SEE SECTION 8-l!J At LEFT
I
2.3'
MANHOLE FRAME i ,,,,,COVER PER M-2.
,. 7'
as·
_i_ ---
I 5'
Bi
EXIST. AC.
(PARKING LOT
'----
/
E'X/ST. C'ONC.---li---o,
DITC/.1
/
\ -
' '
SECTION: B-B
NOT TO SCALE
w
VARIES ~ VARIES ....J t---------,
w z i-------::J
1-::c C!)
....J
~ 0
EARTHEN DITCH
~
1-::c
(!)
....J ~ 0
DETAIL: MODIFIED TYPE "F" CATCH BASIN
NOTTO SCALE
RICK ENGINEERING COMPANY
ENGINEER OF WORK PLANNERS· CIVIL ENGINEERS·LAND SURVEYORS
J6!J $, RANCHO SANTA FE RD. SUITE 100 SAN MARCOS,CALIF.
92069 PHONE 744-4/JOO •
WAKP Cl'.WC IJ/TC/1
UP c:J SLOPE SECTION: A-A
NOT TO SCALE
Q.
BARRY C. BENDER RCE 28448
DRAWN BY'. DESIGNED BY. CHECKED SY; APPROVED BY:
30118 PIO PICO DR., CARLSBAD, CALIF. 92008 PHONE 729-4987
PRIVATE CON7RACT
z: I
I I .-,:-L.__
revr"/ON: C-C
NOT TO SCALE
5_1,rff ~ CITY OF CARLSBAD ISH6££TSI r--""'T-T'"'--------------,-..---;~ ENGIIEERING DEPARTM£NT t-----t----t----------------t----t
t---+---+------------+-----1 IMPROVEMENT a GRADING PLANS FOR
FARADAY AVENUE
BENCHMARK ~=i:=+===========i===1:~C~AR~L~S~B~A~D~C~A~Llf;FO~R~N~IA~===jj=~~;;==;;rS;~ DESCRIPTION: CONCRETE MONUMENT WITH STD. ECR15r APPRQYJ:O DATE, //-t/--t,:S
LOCATION: 500
1
SOUTH OF INTERSECTION OF EL t---t---t-----------------;r-----t S,. ;..;.,ti ~<:';_"i.,""· ~· ),e '-'
CAMINO REAL AND PALOMAR AIRPORT ,,,J 187,.9 ~ CITY ENGll'EER SCALfiS, AS
ROAD.LEAST SIDE OF EL CAMINO REAL r-----t---r----------------r------."'-/T~C~~"===~~~~~====, Hv~-RRz .. ' SHOWN ALON1; FENCE LINE, ~ I O .,,.c .,,. "' RECORD FROM: S.D. CO. PRECISE SURVEY LEVELS c':'::oS:~ PR
3
Jc,
4
T
2
,.-DRAWING N"
(RS 1800-1) ~=?OBY· 252 2 ELEVATION: 296. 480 r-----t----t----------------t----t---~----~--~ -DATUM'. u.s.c. a G.S. TE BY REVISIONS APP'D
JOB NA 8892B
r
$AN DIEGO BLUE Pl'IIN'I' CO,
I
I
\
\
\ \
\
\
\
(
\
\
\ \
I
/'
\
\
\
\
/
/
I/
\ ' I I
-~,~~---------··-·------·~·.,.....,.. ---------------------------
\
\ \
\
\
I
I \
/
I
\
\ \ \
,
-I I
CITY OF CARLSBAD
PUBLIC SAFETY a
SERVICE CENTER
EXPORT SITE
LOCATION OF EXPORT SITE
SCALE I" " 200'
MATCH EXIST GRAnlNG--.._
I
I
-~-~ I
s'
BLADED SWALE
N.TS.
ENGINEER
~~ I
~ <EXIST. GROUND-~-~,
"" I "" \ I SOIL TO BE PLACED AS \ ~I "COMPACT FIL~ SEE
\ SPECIFICATIONS
\ I
',,j
SECTION A-A
NOT TO SCALE
FLOhl
OF WORK
S¢~0 ~~~ "1!. ~,:,-'i,~ RICK ENGINEERING COMPANY
PLANNERS· CIVIL ENGINEERS·LAND SURVEYORS
I I
BARRY C\ BENDER RCE 28448 DATE
CHE~KEJ BY APPROVED BY
365 S. RANCHO SANT"A F'£ RO. sutrE 100 SAN MARCOS,CAL/F.
92069 PHONE 744-4800
DRAWN BY· DESIGNED BY 3088 PIO PICO DR., CARLSBAD, CALIF. 92008 PHONE 729-4987
PRIVArE CONTRACT
t--+-------ir----------__J__ _ _j~ CI TY OF CARLSBAD ISHE6ETS \ L___§__J ENGi •/;RING DEPARTMENT
~1--==-7~=--=tt--==--==--==--==--==--==--==--==--==--==--=j4 -==--==-_Jj IMPROVEMENT 8 GRADING PLANS
I FARADAY AVENUE
i--------t-+---------------1--_J CARLSBAD, CALIFORNIA
AP_eB...QVE:D :()> ~ DA.TE: r--Pf
r-----1-t-------~----~----l--_JJ.J~:;;::!-~~:•tl.'0~'!!!,_~"1...~~S2~~=--t---+-t-----------...L..-_j RE: f87Z9 CITY ENGINEER SCALES, AS HORZ·· SHOWN
11[,WN 8Y· I PROJECT N°. VER:
r--+-+-----------...L..-_j~hfl<D BY· 314 z DRAWING N·
t:-D4-:-:T£-=-i--:-:BY-+-R-EV:_"/SI_O_NS ________ ...L.. _ _J_EL OBY. 252-2
APP'D
JOB NR 8892-B
. I I i
•
/
I
"
i
1
(i(J :: ;
··;r,
<' -\)?;, . :·,-., '.
·; . ·, f' •= •
\{) • ( ,.·' <
I.
)
[,1ND ,.. ,.
.,,, tc; c: r ··i or
1, or>? P/\,i
' ; '
EASf-t-.Af!:N·;
<· . .-; -?tSB.4 0
.r,,·•)\,1.t
,\~I,..,,.
,C/P:A,-1()Jf!. f}OSr P!l-".1 T
f:. t/l'/r.D DJTCN tf'l
JU?f:.,:1 t() bC· (/f?A[;C[).
f•·",;_J)N!/~:;? ;11,:;. ·.>,. H·:' (rtJ:\i:.
(. ,_:r,,·l 1\ , t.JL'i'J(: ... : ., ··-·
{).Jft"'"</i· '-(
lllllllltltl
0
l!!.I
.AN1
/',I~'(
G\N'j f IC N..
lf1l'1114-
,'UfbM/ifi. 14'\l-Vf.S
~~Nzi ~~ v/J..vi!!
A.~-Dfl;"tN c~~ V/IL-V,
$1..r.J;vf ro~ ~~~e 1.-1~1,
F~S"?wp.r. t..,~
Mrs,~1.-1.-1Ne
Q Jcic coJfle.~ VAL-VE-
/<UTO/"f Afl(.,, ~
"
l~ S', 2-00
,;;;cv-c,¥3
Mc..-e,
•·,•r,,: ". '"'t'~H~~.L,$! 34.J! ,.h£tf¥-, ,lf fi\%\?}?t%;R~~~tpp:, ii~H~i~,~~y:9+1;,_~_ •
. . .
~
I.
I,
o ...
~ _t%-T~~
3e,•
.38'
3t<'
~ z.t',4., t-br,-t>
s1z.~ r~~ wt-Js:
StZ lo rE:rt-1 .. -1(•.J~
Y2-l:fAtN EX../5f 'fflcfiA'(ioi'J ~6'fkM ~
. '1$t.q'e-, 61:z, 6/-11:E..f ::i:~z.. fcJf!-11-J~,e.-
MKjl.:'N fZE-· ALJP)HATi C VAL..~~ NJy
NON-fUl'<Cr?lr-/Ai,.. f''t9"'5 o/ EK19f
'o-{6'f'EM ~!..I.. ~e. ji!efL,A,q_p,
t7f ~~1(2/W. (-G~s ~ 4 2+.)
. I
i
t
f
' .,
'
~
/ r
r t r f;
CJ JJ )> <' > <. -, "-G)
,. '----·-'
\I
f
., ----. -,-~~
~
' r.1
" f",l 0
)I ·F
': '.i " l• j
C1 ;;•
i.' !t ';,
!'i1
C I ~ < z c;-;
z C s a:
IT I
I 1
I
'~ ?"·\ < ·,-i,
•S--; .•
''fl''l>•'-,f,H ~·.~ •q',\1"•'"i>,\l}"'f·,»c•,,<N·,,,,.,.,"1\-c, h"'•'< '~~ •
l
L
(
I I
' " .
•
' \
l
I I
\.'.C.
j I
/
I
/j
"
\ '
« .-.,i
I I . I
I I
'
1,,
I
AN!7
~:.f ,::' ;~-, ,f
'#,-~ '>' ,~t ; .f J, ,, ·-~--
!
LANDSCAPI DESIGN APPROVED
PARKS & RE. C. DE~-. ~
DATE~---=-----,,-;..------
. ' • ' ' . ' . . .
j
'
f
DA VIC REED ce1eJ &39-3300
LANDSCAPE ARCHITECT
2171 INCIA STREET BUITI! A
SAN OIEGO, CALIF'ORNIA 92101
i
i'
....4
' !:
'I) ~
I' ~ ,,
:u .,
-. "'-c: -· ~-CJ r1 JJ
"'--------'
" ,,
' 11 C, ~
:2~
C: -· s.
OJ
ni :IJ
"F· ,_ _____ .--,
I ? //-·
,'~:,• ~-
,'. \·'f''
" "\ <'.·, .•
"
··., ''" " ... ~,,.~. , /,
L
<'" • WI ''
'1
' ' ' " '
. l
' 1
I
!
'I
,
: i • A
I qi
i
I
L
J
CZ
AVENI)£ -f,TORM DRAIN -
' I I
I
2
/
/
., .,. ' •• , '" , .... , ,~ ' '.,,;,..,,,, 'J,,:" •
,~ ' ., < • ,
I
I
' '
' '
I
I I I
' "· •. ;;
'' V \ (
• " f ' w
j
,,
7 'f: Of'
S ,;PC
E.X!ST CO,L •.
1JITC4
.\ j ...
!
i
., ,
,.)
!
L .,,,,.
' 1 ,
ra 5'CALE
M11l! l
.. E.
r
·;~ ;, :;: ·r;"
,,
j. , I" '"V""
·!.
SAwCUT E:X!Si: CONC
AilJJ REMOVE:
SECTION: A '-A --NOT TO
i: " t --,,
,,~.of'~,._~··' ~
·1 •
' ••. ' 1 ,; t
'
. : .
'
: L V • ; ·:.
'< • ~-' / ,, . . , .
• '., •<i· },_ ••
i
1
,:.f •• i'~"'·
' . /
I !
.i·.;\t··
'
1 ' .
I
1 .L
{
,
··:·:.r.·~
: , ~ l
L
' •. -s)
. 1 ~ ''"".10'.
' !·
' ',
' •
MANHOLE FRAME l
./'"COVER PER M·2
I
7 ;;,ffo',~-'7;v-&./t:22Z1. z:::=:-1, :a.1.va
. "J.c.i30 ·~'.;IH it S>l~Vd
a~AOHdctV 'N!>1s:1a 3c:1v:>saNv1
I
I '
,,_i:.,,.i ,4-""'.,-·""PROTCCTIVE POST
' · i PCIZ W-!G
CAVIC REEC (1!119J aas-:aaoo
LANDSCAPE ARC'HITl!!CT
2171 INDIA STREIET SUITI! A
SAN DIEGD, CALIP:ORMA S2101
i
;~· :1,::t.""1'.·
I
' \
I !
( ;\ ~ ., &;
' -., "
" ,:_; t
!; ~:
I
I
i~
l"\ ,,
'
I
I "
' .,
;.
,, ,,. ,,
'.;;\ ~ " ,,._ ___ _
, ,
.~-----,,
.?
0 :n ~ z
Gl
z
C s
ID m JJ
rni,.i:A 11 Otl t!OTf S , ~~ -, •n-,----•-
!.
l.
!l1r,'c1, :,urHl c,introl r,ire shall~ '.1P.volt, sin9leconctuctor solid copper,
r,!<1,tlc 111•,ulate,1 cat\!~ r~tecl for direct bunal appl!cations, U.F .. U.L.
<1,•1woved, 14-gauDe (m1n11rum) pilot wire, 12-gauge (minimum) for common
~Jr\1 lmd n:tvrn wire.
Gr,nup valve~ ,n· 11oxlls, p~r~l!el Lo eact1 ct11er, 10. pt 9nting area;,
l''P'' alt1n9 edgC'' ot pl~ntm') areas whert!ver possible.
'from CUl'P$ ·and Wdlks. .
Locate
12. Cantra<tc,r ~hat l ,,t!J1JSt all 1rriqat1on heads to completely cover-planting
,if'<.',•: ~•ld to .iv,H<1 w,1!¥s. b1t1ldlfl'.)$, posts, columns, or windows.
Olitain on 1rr1nat~on coverage arrroval from the Landscape ArCIHtect priof
i o pl ,mt 1 fl\J., _ Contd ct Landscap<? Arf,111 tect !L~.ast,. 24 hour-, 1 n adv"ance o
ri~s!red 1r•,pett1on time. ,
' ' . 14. Prov;d,i linst ,i1.e chec~ valves 1vhere f\()ld conditions demand, per plans,
Jnd/or .i~ H,!Qtn re\!.
15. Contn;l wlres Shill! be bundled· 1•1th electnca!'tape at e<o" intervals and
buriet'. b(>neatl1 main! i11e wtrere pos,1lite or at the same depth as main! ine
~1ori9 e<Jg<>, ot 1>lant111g drP<1S.
'
-
16. Mil'l,l~ls. nr other "dri1>'' 1rng;;t1on devices, shall h~ve va!V'es that servfce
"drq>" or "\11r.kle" typ!'! ,irnga1rn , and sliall Ile ir1stalled •Hlh trrtdelco
or npprovect e~uivalenL r('<J11latm· ..ind f1 lter.
17. ,contr<>ctor's m~111tenanoe period s.hal l .£!Ot be ternnn<1ted until the fol lowing
cond1t1on, are Sdtt5fied ·and approved oy the landscape archnect.
I\. \f4Jves ,tiell be wired 1,0 controller in same numerical sequence as
1n<licated on plans. , ' a. Provide plastic sealed d1agrammat1c plan of system Identifying
stit1on numhers and area they 1,at.er; mount inside e<1ch control !er.
C. "A,-bw It" drawings shall include loc:ations of al I me ins, valves,
source of electrical power tor controller clock, control wire sleeves,
an<.1 below grilde heads navin9 a n1d1us of 30'-0" plu,. Locate Dy
d:01ew,1,,nmg from two fixed ;;,01nts, on reproctuc1ble material.
IS, Provide the fol lowing tools and materials as part cf-this contr~ct
A. -1 EqtnpmeNt operation manual, and guarantees.
o.-i---P1ast1c sealed dta~ram of sy;tem ar~as.
C.1 set As-built drdw1ngs.
0. 2 Sets of auton1at1c controller keys for each(ontroll!'!r.
E. 2 Control valve keys.
f. ~ Qu1,ck coupler Vol'fl:-~eys and :..
G. N / A MM1ual val~e keys.
K. N/A liose b:b keys. .
l. Wrench for ct1sas~embl1ng eacn type uf sprinkler head supplied.
J. Screwdriver for adJust1ng each tYPI of ·sprinkler head.
19. Cantra:tcr s'ic:! ,ac-ust t1eac lc;:attons 1n f,eld lf recrG1re<i to
::liov1de 5'' "'"1n1mum clearance from 'street llght ;:ano.ards ~nc atce~
rrecho.n1:.al ;;bstruct:1ons. , ~--.-
U,, All ch<!:nges 1r .. d:rect1on of pressure t1nes ,one, ana .a naff ( 11/,")
inches or larcer shall b1 stao1 l ized by concrete thrust blocl<s
.'i:!p.pi>:f':-~, (g,)1• ~..,x;+$ • <;..HA:..L ~ IZ."'>(12,!':,,qz;'.,
L-4 • .
g,J, ,AI.,L-¢:IJK'.:t.~&:J4 \¢J.,..V$ ~ e£:, ' ~t..ltEO' Af Eil.--"
.JU~?t-1 Ni ~ssuie,E WNE. BY ~up1'-k, A ~, "f!ftET
-f5A~ t-t-11)(../2,'' ;,c: l'Z';
-n., ~e.AC1o~ <5,.J,1>,LL <Sf-f Ct'~!W~ ~M ~ :
!~ ' Sf~ ~~ A'f A i7l-<1E-~l-1~ f,E:q6-W..l
JNP'(~t"'OlfS , ~ t-;tf lp.'P~~ f~Elt'Z-~
za 1'-'v-:x1 NtJM f'w,.J' · 61-W-L-NO]" $::.XC EJ::P 10 6ifM,
. ' '
~ CON'fltAG,-fO[Z ~ 1?;-;ff2P"ltNe., lf At--f( H~ CN-
SX-i!JTtNG) ~f!:2.M _ ¥ -!--!?( q:EfA-pN~ ~y
Arv' £EPAIJZ-~ ~ ~ ~I~. ,
)
' ..
• rL1.1SH w/ PAYtN<i', '-ND cURes, ETC. ,,. i..AWN AREAS 2· IN GROUNOCOV~R ANO SHl<\JS AR~AS
' '
PLASTIC VALVt eox---.
w/ COVER'
GA-TE VN..VE Cll BALL Viv.. VE -StE
iRR!GATIC#< LEatNO'
BRASS NIPPLE----.JI-
BOTH S101:S
NOT~S!
' f>V(';·AOAPTER B()fH 510(5. •,
MAINLINE og',
LA T(RAL • $(( IPRIGATIO'l PLAN
l.lb---M11'1. ,1 'cu. rt,
P(A.'GRAVEL
). COMPACT SOIL AAO,,O VAis\/E BOX 10 SAME Ott.SHY AS
U'<OISTuR8EO ADJACENT SOIL.
{ ' >
' '
' r1r1. '11":-.... f:1=
,
' '
' '
,.,
" I ;O
,,
-' I
' -' ' . ' .
-
' • •~ I .
, ' '
1.,,
'
r0~J~~ e,~e-~ v;i_v _ -~k.f<~.:]iJ f'r: __
1-4
,' '""'
-.: 'T'!':/ • I !
, > ''I I
. , " '
I ' ,, ,'
< ' '
1 r, ' ' 1
> • I I ~ I '
' ,,
" .
I
'
''
1 ,.
' '
-,
sl i 1f1
11 , J
' ,
I
j '
I
''
',
" • 1 I > " '
, '
,-' '
;
,, ' ' . '
J, Y>, r J
...
'. ' '
" ' '
I,,
',,
t
I f
l
l
I ,
'
' ~012:'' .'·
Sfjf!"'!:11./e'.li:":> ?P-t!Ul1 F~ 4~ , t :f-, ('ij1Y') :;,I;,( .-~t , !I , ,, ' l<,
' . '@ ~J""'' f;;,f'-tteJJ.rrrkr
a
BASE
' .' , T'Oli'!' , • '
VIEW 'A..:.A ,
I
I I I 1'
I I ; I L
' ' ' ''
I +
i 1'
.
SOTTO .J ' " i • , OF L H
00 OR +-....::,.1"1
,HINGED
MA$P • ,O
• A~CHOR '
MiDDLE
VIEW 8-i!-
edt.T " ' "
8ASE
VIEW, c-c_
" . ' ' . -. ' : .,,,
ENct'..osuRE SMALL 8E ·At.-L w~t.OEQ STEEi. coifs1'1t'i.1CT1<>~ ~Ao~.·
fROM THE fOl.LOWING MtTE~tAl..S:--, -, .. ,
FRAME: I~'£,:_ I 1ft" 1 114• G~t.VAHIZEO 'sTtEL Af!1GL£ ••
'
COVERING; 1,2 ,GAUGE i•,~·1_ GALVAHi'zio FLAT ,sHEtT.,, \•,
_ ,, STEEL. . . ',, ,, , ' J , ..
ANCMOR BOLTS:· 112., ,QfAME'M'R,, 4" LONI),, CAOMIUM-;.-
, , f't.ATEO, KOOi(, LENGTH 1•. _
, HlNGEO HASP: HEAVY OUTY, GALVANIZED ~ROUGHT
• STEEi<.''
HINGES,, 'EXTF!A 1'+£AV'Y, GALVANt-ZEO WRO\JGH1' STEit., ·'.,
FULL SURFACE ,.FAST SPUN PIN,'N'OT SWAG ED t:3~,l")
BARREL eo1.r: HEAVY PATTERN, Wl'IOUGl'+T STEEL, ZINC
Pi.ATEO (4"SIZEl.
' . '
... . .
ENC~osuqt· SHALi. ·&E "'-''NTEO 1NSl·OE ,ANO OO·t: ':w!'I-; 01,1e-> ':
:PRt"4El'l COAT OF REO (f:'AD AN.O tWG Ftl<lt.H COA'TS OF E,'1';!£RIC'l',,
ENAlitEt:.. COLO/'! C1T'( TAN.
' ,_ ' ' ·,
,I,,, . , ,
C)AVJD REEC '~(B19J 239.:."3300
LANDSCAPE!! ARCHm-1 .:CT
2171 INDIA STREET SUITE A,
SAN DIEGO, CALSFOl=INA SS101
• •
~: ft-~c.aJr-Jr, /'~e. fof -n-l~ ~ oi-Ji..y. pesrtfl-ro ·~~~ L N
f\2A1UN:q ~ fW, I~
5 f J...U M ~Ai::,a .A
burl6!! utl I !Uis ,ir1or· lit
~:.::i,.\~~\ !
' , ' ,, ;,_,)'>--."','; ' '\ "J' ,._,,.,.,:" ' "
• • •• ":!). The planting plans are diagrammatic. Minor adjustments in plant locations
and type m,1y be made at the dl <cretlon of the Landscape Architect.
, 1 All plant material shall be subject to the approval of the Uindscape . 1 _. Architecl iJnd replaced upon request before or after the planting .
. ') '~>ill«! L~ndJ<::al)e Contractor will coordinate his work with the other trades.
/ -~ and'•tii~lntilln drainage durin<J construe lion. ___ ..
,,J:. •;f .:~; fi,~ plant ~o,mt on this sheet is for the conveni!?nce of th~ l:arldscape
.,7 J_, Contractor only. Contractor is responsible for all plants shown on plans
*.,,. i and l egcnd .
. ~ ·· .. ·•1,_., 7, 5lore all planting areas away from buildings at 2% minimum for 5 feet minimum, where applicable, •
/!!,. tamlscape Architect shall approve final placement of all trees, shrubs,
I and vines prior to plantir1g.
"l, -Tree anct ~hrub pi ts 15 ga 11 ans and sma II er sha 11 be "2 times rootba 11
diameter wide and 2 times diameter deep. "'" .,, • , ' ,'l . •"', -, . ' .
,,,'•, ·,~-.. -~ ~-.... ,,::_.:.,,_
' ··f
·fl~, _Row <>f T!pu close~t to tt111 street sl!a1 l be .planted 711' fro• sidewalk I ,
}
"
All 001<"'1 trt·~~ shall hive I • 4" dla. augered drain hol!'s per detail
!.his sheet.
,f.-",, ,,,,, ..
',,. ~-.;,,.,
(per detal l ).
during the
\
. ' •' .~ f . -~ ",
" .
' . ' ' . . '
' " N .
: ' '
~.
1$ ~~~-;~I roft ."ffAI-WUNj,i,
" ,~· a:::,. " •,
•
I-IA
•
r "''Jll
• . I I 1 2.!"-,_~
" . l"f!II-, .
Ll..
• ~,'\-II~ ~ .11<1~ ~"',
UIU~ ~"::If. ~
• .. '
IJ5 IC.A
I I
l
I ,. I
. '
~,~,t1'.~'
' ' :,
I '; •
I I! I ..
StMllOL f ()F.l'LAIITS
w
• I ' ' flats
t9,
!$1'
..... "' ,s
' u
' ·' . '
~
43
I
PLANTINS:
SPECIE$
Ctstul c1rbll'ltfttl1'
' ' ' lltlos111nu I tt,a J.
0 0 I IIIIJIII llld"
,\ •1nus tldertca ¢ .,
,I
,1veblfl t111'IC11l1t1
t11tl'CIII ' tgl' I fo 11 f .,
t ~ lll"lfOl!I '.;'
f
' ,f
S1t~t1 cltvtl1nl11
Ttpv1n1 tlpu :.:,i,
LEGEND
COMIIIOlt NAME
lf~lte Rock Rose
Witte Tr1illn9 lceplant
Coast Live Oak
toast Live oat
Cleveland Sage
Tl11u
. . ._ \ ,r
' Ii: .·,.' ¥"<:~ .. ,; .. ••,i.J'': .. ,
SPAC IW6
4' o.c.
18 • 0. C.
6' o.c .
4' 0. C,
SIZE
1 gal. .
rooted
cuttings
5
1 gal.
15 ga I.
I gal.
15 gal.
i .
I
~·
....... ' ,
-~·.:~ ... -""'
,_._"f--1'· ,
.. ' 'Jr,
\
Y r ··-···--•·"·--,.
1t,,
"'h .,
~,~,. ·~f'--)
"" }i.. ' ,/""'1J
I l
113
\
SCALE I/ "o 40
'
i,,
X
', '
.. 1 '
.;;.
114 !t5
I.
·1: . I
H , II
I 1
I I '
I ' \'
' !
f j..,.
0.,4 PROFILE
I .I
tl.Jl ,,
""'
,;
Cil ~ --,.
y
,"¥). iJj 116
rr>'-i '2!,\
~..-\ >...O
IID\ a ' ', \.fl
,·t:;,•,r.::.·
':--·· \ ···-l
~. Ll5 .A6jl:~Jrl..!A
,;.?A-ej' 1-IVE. t?A\L
113
{ _' ' •
117
U9
---.. ,,. ··--i
I ' ' i !
I
•
•
i
I
-i-
i •
.. -... +
' '
-%<~ " '
• ' ' I
i ~
I I
I
•
'
f,.
.w ' '
'~ ,(,
' "t,''' • :t • •. AVID REED . , te1sJ 2 .. :a::900.. . , ,;
,..ANDBCAF>E! ARC:filTl!SCT . . .. j . . , f ~' tl~;•o~. ~~'f'i':~•=~~~···•'\c ·"-''"' ·i
)li ,,
7 fi,
Li ,; ~ 0 n
; " D ,, " n ? ' 'J~
'is: :i d· r. $ , 7 ,,
• ,,
" ,,
' r, ,-_, ,, , ' ~~
" ,, ,, ' 2! '' 7 f,
I I ,--/
l/
• i \
-~ ,; z " ,.,
b
;!' ~ D
0 n ~ ·u
" (j ,, ~ '" 7 a
(.~ ,•
cti ,,
" ,,
?! ~ ; "
r_-,
f>
~ Cl ~ f,
I
;
6 ' C,
Ii 8
" 'll hl 0 TI ii m ' c! , 0
~ ' 2 < m rn " n ' ~ ' ' ' z m
t"'J • ' c'! n z
"
I
I
' '
t ~ ,~
t 111
i:
,,
l ' I ITf " I " ,, ., t ,, "
~l t
i
' i I ~ ,,
-
Cl
i < z (jJ
z
C ~
OJ
fTI J:
' )
'
':"1
J.I :¥:: <
"':':J
l, l
2~ c:
$:
OJ
rri Jl
Cl
Jl :t:, "'· <-=;; ,:._
GJ -, ,:..
C: -, :,.
OJ n,
JJ
\
I '
,,
I
I l I I f
j ,
I ! I
I i I
I
'
, <, '' ,f
--'·}4~;;/<.
I '
·) " -ic ;
tit
PROFILE: STORM ---
(J
I I
0/?0l,JIJIJ
DRAIN -~
I
2
'
I 1.'
. • ·' ,. ' . ,, ·,-, ., . .· .
,_,,.. _______________________________ .. ,_~,----,--------~•-"""-----... -............ _____ .., ___ ..,_,.., __ ,..._.., ____ "':!_-....... -...... ..,_,.,._'"<!to). I JO ~; qt%~ ~* S )"'-,"@>'.1'>\ll,'l\'!'ID)i"l.'Z:\$.\\¾fu~~-0•-,~
r,._; ,1.;. c,.r
Si.OPE
EXIST CONC. ,,,
.D/ TCJ.I
"'
JV()t
•'
.
\
,._ ~ ••»-•••h•, '""?"'---'l ,..,..., •-·--••· ••>•• ,. •~1~ °'
! i
'.r··~ ... t. ··~~0·1~?AfJE .. T!-il.S J;f'?CA TO J.!li\/J.f
I
',
' . ···•
PROJ73."TION
Ii
.. l
!
:-,-
'
' •~1-• " ' f' 'i
" '
I
' '' ,c t' '/
'
\
r
1
f '
I
I
!
l
I
I
//
I
Cl :r,
~' <
2'.
Ci)
.::.:
C: s: m fTI II
□ JJ ~ < z
G1 z
C ~
OJ m
JJ
..
:,,.------
> z .,
" ti
. \
• '
' ' ' • '
4JS:?$1,R'
efl}:11~~ ,~
' .
NOf"E..5·
l; t:onti:,,.'ct.or £"h.ii1-~♦:-i"i Joc-i:1011s •of ~U'l".-ikrt uti L1ties :~ri'o,: ti:i
, fui::t~~,ting-f;,r 11.1J.it1n9 ,i,l't~. ,, _ _ . ,·
' .
,, , . ,', \ J ... ~•: ¼1?; ,t:nt,r~.Q!I;. $ lt,a II ":i:.~"llJ!I J'.J1,.~~ 'ii'' l:Ji.l"~~ ~ .. ~, •• ,J~ •• -.. ~~ \.,;_,,, ~ ..... ~II!-:
' '
" '
' '
• ~~·ef
0 • I i ~ 1' ,,,, ' ,,,1 • . •t,,i'"-/'/r-'
.. ' ' ' '·
·' -<-a i. i
•"
{
....... -VlJ,
V
. ' ·~-
$YMBOt.
' '
• ' ' :·~7,~:
Ai1 '~. '.
, .LJ"f 1"°l" M ~ j'fl~
\ ' I ll OF Pt!llfTS '
flats
Hi
43
' ' '
' ' '
'
' ii' -
'
II I I 1f' r I.
' :, i
'I'
' ' ''
'' ' ',', :
: Ii' 1
' ' ''
' I
I :' (,
' '
L ' ,! •:
-, ,, • I ,, '
SPECIES
'OeJt,sperma a!tia'
"D, s11eri ahd"
-,
'Qlleteus agrlfol ta •
' 'U
'Sal~la cle.vela,,Jii
. '
COr,JMO,N NAME
4' o.c.
kh1te Tr1Ll)ng Iceplaftt 18" o.c.
Cleveland Sage
Tipu
!812"
SlZt
!'OOtM
cuttings
5
\
1 gal.
5 ,pl
1 g11:.
' ,• '
'",j•I
' ' ,, ' 1,· '
'
,:
'