HomeMy WebLinkAboutCT 87-51; JEFFERSON HOUSE II; Site Plan-i~-------_::_·· ___________________________________________________ __;;__'
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GENERAL NOTES FOR SITE PLAN
1. ALL WORK SHALL BE DONE ACCORDING TO THE APPROVED PLANS ANO SPECIFICATIONS,
THE CURRENT CITY OF CARLSBAD STANDARD SPECIFICATIONS, THE CITY OF CARLSBAD
STANDARD DRAWINGS, ALL APPLICABLE CIT Y OF CARLSBAD ORDINANCES ANO THE SAN
DIEGO AREA REGIONAL STANDARD DRAWINGS AN D SPECIFICATIONS.
2. A PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE CITY
RIGHT-OF-WAY.
3. APPR OVAL 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.
4. ALL OPERATIONS CONDUCTED ON THE PREMISES, OR ADJACENT THERETO, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING
EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT,
SHALL BE LIMITED TO THE PERIOD BETWEEN 7 :00 A.M. ANO SUNSET EACH DAY, MONDAY
THROUGH FRIDAY, AND NO EARTHMOVING OR GR ADING OPERATIONS SHALL BE CONDUCTED
ON THE PREMISES ON WEEKENDS OR HOLIDAYS.
5. ALL OFFSITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK.
6 . IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED
AT A SITE APPROVED BY CITY ENGINEER.
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BRUSH AND TREES ONSITE ARE TO BE REMOVED EXCEPT FOR LARGE MORETON BAY FIG
TREE ON JEFFERSON STREET. OTHER EXCEPTIONS ARE NOTED ON LANDSCAPE PLANS,
ALL AREAS SHALL BE GRADED TO DRAIN. PONDING OF WATER IS NOT PERMITTED.
WHERE AN EXISTING ABANDONED PIPELINE IS NOT REMOVED BY THE GRADING OPERATION,
IT SHALL BE REMOVED WITHIN 20 FEET OF BUILDING OR STREET AREAS AND REPLACED
WITH PROPERLY COMPACTED SOILS. IN OTHE R AREAS, THE PIPE SHOULD SE COMPLETELY
PLUGGED WITH CONCRETE OR REMOVED.
A SOILS REPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, OR .
ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED SOILS
ENGINEER. ALL AREAS TO BE FILLED SHALL BE P~EPAREO TO ' BE FILLED. AND ALL
FILLS SHALL BE PLACED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD
SPECIFICATIONS AND THE EARTHWORK SPECIFICATIONS ATTACHED TO THE SUPPLEMENTAL PRELIMINARY SOILS INVESTIGATION.
CONTRACTOR SHALL PROVIDE EROSION-CONTROL MEASURES TO CONTROL SOIL MOVEMENl
SATISFACTORY TO THE CITYr ENGINEER IN THE EVENT THE SITE IS EXPOSED TO ERO SION
DURING THE PERIOD . FROM NOVEMBE R 1ST TO APRIL 15TH. EROSION-CONTROL MEASURES
SHALL INCLUDED, BUT ARE NOT LIMITED TO, SLOPE PROTECTION, STILLIN .G BASINS, SANDBAGS, ANO STORM DRAINS.
ALL CUT AND FILL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A
SMOOTH AND UNIFORM SURFACE OR CROSS SECTION . THE SITE SHALL BE LEFT IN A
NEAT AND ORDERLY CONDITION. ALL STONE S, ROOTS AND OTHER DEBRIS SHALL BE
REMOVED AND DISPOSED OF AT A SITE APPRO VED 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
OPER ATI ON.
ALL GRADING AND DETAILS WILL BE IN ACCORDANCE WITH THIS PLAN, THE CURRENT
CITY OF CARLSBAD STANDARDS, SPECIFICATIONS AND GRADING ORDINANCES 8032, 8063 AND 8086.
NEITHER THE CITY, THE OWNER, THE ENGINEER OF WORK NOR THE GEOTECHNICAL
CONSULTANT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCL UDING SHORING, AND
SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS .
THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAILED PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN
OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER
PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCH,
OR TRENCHES, OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE
PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE CITY
ENGINEER AND/OR CONCERNED AGENCY PRIO R TO EXCAVATI ON. IF THE PLAN VARIES
FROM THE SHORING SYSTEM STANDARDS ESTA BLISHED BY THE CONSTRUCTION SAFETY
ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL
ENGINEER AT THE CONTRACTOR'S EXPENSE.
CLEARING OPERATIONS SHALL BE CONDUCTED IMMEDIATELY PRIOR TO GRADING
OPERATIONS.
DRAINAGE FACILITIES ARE TO BE CONSTRU CTE D AT THE SAME TIME AS GRADING IS
CONDUCTED.
AN "AS -GRADED PLAN" SHALL BE PRODUCED FOLLOWING GRADING OPERATIONS. THIS
PLAN SHALL INDICATE GEOLOGICAL CONDITION S AN D GRADING AS PERFORMED.
CONTR ACTO R AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR
JOB SI TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS ANO PRO PERTY, ANO THAT THIS REQUIREMENT SHAL L
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOU RS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE OWNER AND EN GI NEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CO NNE CTI ON WITH THE
PERFORMANCE OF WORK ON THIS PROJE CT, EXCEPTING LIABILI TY AR I SING FROM THE
SOLE NEGLIGEN CE OF THE OWNER OR THE ENGINEER.
A SOILS INVESTIGATION HAS BEEN MADE FO R THIS DEVELOPMEN T. All EARTHWORK
SHOWN HAS BEEN, OR WILL BE, PERFORMED UN DER THE OBSERVATION OF A QUALIFIED
GEOTECHNICAL CONSULTANT IN ACCORDANCE WI TH LOCAL ORDINANCES.
THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES AND STORM DRAINS ARE BUILT I N ACCORDANCE WITH THESE PLANS. IF
THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, TH E CONTRACTOR
SHALL REQUEST AN INTERPRETATION BEFORE DOI NG ANY WORK BY CALLING THE ENGINEER
OF WORK AT 744-4800. THE CONTRACTOR SHAL L ALSO TAKE THE NECESSARY STEPS TO
PROTECT THE PROJE CT ANO ADJACENT PR OPE RTY FROM ANY EROSION AND SILTATION THAT
RESULTS FROM HIS OPERATIONS BY APPROPRIATE MEANS (SANDBAGS, HAY BALES,
TEMPORARY DES IL TING BA SINS, DIKE S, SHORING, ETC.) UNTIL SUCH TIME THAT THE
PROJECT IS COMPLETED AND ACCEPTE D FOR MAIN TENANCE BY WHATEVE R OWNER, AGENCY
OR ASSOCIATION IS TO BE ULTIMATELY RESPONS IBLE FOR MAINTENANCE.
PERMITS FOR WORK IN THE PUBLIC RIGHT -OF -WAY SHALL NOT BE I SS UED UNTIL A
CERTIFICATE OF IN SU RAN CE IS FILED THA T NAMES THE CITY OF CARLSBAD AS
ADDITIONAL IN SURED ON THE PERMITTEE'S POLI CY IN AN AMOUNT OF AT LEAS T
$100,000 FOR EACH OCCURRENCE OF LIABILITY.
RICK ENGINEERING COMPANY
CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS
5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92 110 (6 19) 291·0707
3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (61 9) 729·4987
365 S. RANCHO SANTA FE RO. SAN MARCOS, CA. 92069 (619) 744·4800
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THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48 HOURS
PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINAT E THE
WORK WITH COMPANY REPRESENTATIVES~•---_ -------TELEPHONE NUMBER
1-XIHI--1 '\
<<1./FR, rTTY n< CAO! SB•n
'l 'F , rTTY n< C•o1 SB•n
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V
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LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE
CONFIRMED BY FIELD MEASUREMENTS PRIOR TO NEW WORK. CONTRACTOR WILL MAKE
EXPLORATION EXCAVATIONS AND LOC ATE EXISTING UNDERGROUND FACILITIES
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISION OF PLANS IF REVISIONS
ARE NECESSARY BECAUSE OF ACTUAL LOCATIONS OF EXISTING FACILITIES. BEFORE
EXCAVATION FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND FACILITIES. THE
EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURES SHOWN ON
THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS.
WHEEL CHAIR RAMP SHALL BE INSTALLED AT CURB RETURN WHERE SHOWN ON PLANS.
A PRE~CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO CONSTRUCTION.
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 438-1161)
NO REVISIONS WILL BE MADE TO THE CONSTRUCTION PLANS WITHOUT THE WRITTEN
APPROVAL OF THE CITY ENGINE ER.
ACCESS FOR FIRE AND OTHER EMERGENCY VEHI CLES SHALL BE MAINTA INED TO THE
PROJECT SITE AT All TIMES DURING THE CONSTRUCTION.
DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO
SPECIFICATIONS OF THE CITY OF CARLSBAD, AND THE SAN DIEGO
STANDARD DRAWINGS, SLOPE PLANTING AND IRRIGATION AS PER PARK
DIRECTOR.
THE STANDARD
AREA REGIONAL
AND RECREATION
ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION
OF CURBS , GUTTERS, SIDEWALKS AND PAVEMENT SURFACING.
FOR STOR M DRAIN, USE MIN. D-2000 A.C.P. AS SHOWN ON PLANS,
BACKFILL NOTE: WHERE TRENCHES ARE WITHIN RIGHTS-OF-WAY, 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 WITH ONSITE . EARTHWORK SPECIFICATIONS WHERE EXPANSIVE CLAY OR
SANDY SOILS ARE FOUND, UNDERCUT 3' BELOW PROPOSED GRADE AND BACKFILL WITH
SUITABLE MATERIALS UNIFORMLY COMPACTED TO AT LEAST 901 MAXIMUM DRY DENSITY .
All WORK ABOVE A POINT 1' ABOVE TOP OF SEWER AND ·STORM DRAIN PIPES WITHIN
PUBLIC STREETS RIGHT-OF-WAYS SHALL BE PER AGC/APWA SPECIFICATIONS AND CITY
STANDARDS , '
ALL SEWER LATERALS SHALL BE 1001 TESTED AFTER CONSTRUCTION OF ALL OTHER
UTILITIES AS SPECIFIED IN THE CITY OF CARLSBAD.
ALL SEWER LATER ALS SHALL BE CONSTRUCTED ACCORDING TO THE CITY OF CARLSBAD
SPECIFICATIONS FOR SEWER CONSTRUCTION.
STANDARD SPECIFIC ATIONS OF THE CITY OF CARLSBAD FOR SEWER CONSTRUCTION ARE
AVAILABLE AT THE OFFICE OF THE CITY ENGINEER.
THE CONTRACTOR MUST SECURE APPROVAL FROM THE ,INSPECTOR PRIOR TO BACKFILLING
OVER ANY SEWER WYE.
THE DRAWING AND THE DATA HEREON ARE HEREBY MADE A PART OF THE
SPECIFICATIONS .
APPROVAL OF THIS PLAN BY THE CITY ENGINEER DOES NOT CONSTITUTE A
REPRESENTATION ON THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON-
EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT.
ALL CONCRETE TESTING REQUIRED BY THE CITY OF CARLSBAD WILL BE AT THE EXPENSE
OF THE CONTRACTOR.
JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE CITY
OF CARLSBAD.
INSPECTOR SHALL BE FURNISHED WITH THREE SETS OF CUT SHEETS.
ALL SEWER LATERALS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE
PUBLIC WORKS INSPECTOR PRIOR TO BACKFILLING.
All PIPES SHALL HAVE A 4" MINIMUM CRUSHED ROCK BEDDING IN ACCORDANCE WITH THE
APPROPRIATE STANDARD DRAWING, OR APPROVED EQUAL.
All LATERALS SHALL BE 6" MINIMUM V.C.P. AND A MINIMUM GRAOE OF 21 AND
CONSTRUCTED A MINIMUM 5' DEEP AT PROPERTY LINE AND SHALL BE CLEAR OF
DRIVEWAYS. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "s" ON THE CURB AND
SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS .
CLEAN-OUTS SHALL BE INSTALLED ON ALL LATERALS AT THE PROPERTY LINt:. USING A
WYE CONNECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY PUBLIC WORKS
INSPECTOR.
JOHNS MANVILLE P.V.C. SOR 35 GREEN-TITE. OR EQUIVALENT, MAY BE USED AS AN
ALTERNATE MATERIAL FOR PIPE DESIGNATED V.C.P. WITH APPROVAL OF THE CI TY
ENGINEER.
WATER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COSTA REAL
MUNICIPAL WATER DISTRICT'S STANDARD PLANS AND SPECIFICATIONS AS ADOPTED IN
DECEMBER , 1982, OR AS AMENDED.
THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF
INDUSTRIAL SAFETY BEFORE ANY EXCAVATION FOR WATER LATERALS AND SHALL ADHERE
TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING WATER LINES, A
PERMIT SHALL BE OBTAINED FROM THE CITY OF CARLSBAD AND MUST BE SIGNED AND
APPROVED BY THE CITY ENGINEER.
WATER METERS SHALL BE LOCATED BACK OF SIDEWALK.
IMMEDIATE NOTIFICATION TO THE FOLLOWING DEPARTMENTS IS REQUIRED FOR ALL
SHUTDOWNS:
FIRE DEPARTMENT 438-5521
CITY OF CARL SBAD ENGINEERING DEPARTMENT 438-1161
ALL WATER SERVICES SHALL REQUIRE DOUBLE STRAP SADDLES.
BENCH MARK
CITY OF CARLSBAD BRASS PLUG TOP
OF CURB N.E . CORNER JEFFERSON
AND GRAND .
ELEV. = 54 .33
~
LEGEND
PAR CEL BOUNDARY----------------.---------------------------------------
FINISH CONTOUR ELEVATION----------------------------------------------
PAVEMENT ELEVATION----------------------------------------------------
TOP OF CURB ELEVATION
GUTTER FLOW LINE ELEVATION
EXISTING ELEVATION----------------------------------------------------
EXI~TING TOP OF CURB ELEVATION EXISTING GUTTER FLOW LINE ELEVATION---------------.--------------
EXISTING CURB AND GUTTER ANO SIDEWALK WITH DRIVEWAY -------------------
NEW PAVEMENT----------------------------------------------------------
6" CURB & GUTTER TYPE GANO SIDEWALK --------PER G-2, G-7
CONCRETE DRIVEWAY --------------------~------PER G-14
6" CURB AND GUTTER TYPE G -------------------PER G-2
6" CONCRETE CURB ----------------------------PER G-1 ------------------
SIDEWALK RAMP ----------------------PER ICALTRANS N8-8 "CASE E" --------
CURB INLET -TYPE "H"---------------SEE DETAIL SHEET SP-2---------------
CURB OUTLET -TYPE "A" ----------------~-----PER 0-25
r, MODIFIE6 CURB OUTLET -TYPE "A"------------PER 0-25
'
3 ' WIDE CONCRETE GUTTER -----------------------------------------------
12" A.C. PIPE CL. D-2000 ----------------------------------------------
8" P.V.C. DRAINAGE PIPE WITH SIZE AND ArRIUM INLET WITH ELEVATION------------------------------------------------------------
6" V.C.P . SEWER LATERAL WITH CLEANOUT TYPE B-PER S-3 ------------------
2" WATER SERVICE -----------------------PER C.R.M.W.D. DWG. NO. 2 -----
BOMANITE "GRASSCRETE" OR EQUAL----------------------------------------
ROOF DRAIN DOWNSPOUT
PLANTER AREA --------------------------------------------------
PATIO -----------------------------_;_" ____________ -----------------
CONCRETE WHEEL S10P --------------------------------------------
APPROXIMATE QUANTITIES NOTE:
THESE QUANTITIES ARE APPROXIMATE. THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF THE QUANTITIES AND SHALL BASE HIS BID ON HIS OWN
ESTI MATE. PAYMENT WILL BE MADE IN ACCORDANCE WITH THE CONTRACT FOR WORK
ACTUALLY COMPLETED.
ITEM
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DESCRIPTION QUANIITY
6" CONCRETE CURB -------------PER ,G-1 -------------298 L.F.
6" CONCRETE CURB ANO GUTTER---PER G-2 -------------220 L.F.
CONCRETE SIDEWALK ------------PER G-7.1 -----------390 S.F.
24' DRIVEWAY ENTRANCE --------PER G-14.1 ----------1 EA.
SIDEWALK RAMP -------PER CALTRANS N8-8 "CASE E" ---1 EA.
CURB OUTLET TYPE "A"----------PER 0-25 ------------1 EA.
MODIFIED CURB OUTLET TYPE "A"-PER 0-25 ------------1 EA.
CURB INLET, TYPE "H"-----SEE DETAIL SHEET SP-2------1 EA.
3' WIDE CONCRETE GUTTER ---------------------------224 L.F.
2" ASPHALTIC CONCRETE PAVEM ENT ------------------1,49 4 S.Y.
6" AGGREGATE BASE COURSE ------------------------1,497 S.Y.
12" ASBESTOS CEMENT PIPE -C L. D-2000---------------15 L.F.
6" VITRIFIED CLAY PIPE SEWER SERVICE WITH
CLEANOUT ----------------~-----PER S-3 ------------2 EA.
2" WATER SERVICE PER C.R.M.W.D. DRAWING NO. 2 -----2 EA.
6" ATRIUM DRAIN GRATE -N.O.S. 80 -----------------10 EA. 8" P.v.c. DRAIN PIPE ------------------------------416 L.F.
6" THICK BOMANITE "GRASSCRETE" --------------------420 S.F.
DQWNSPOUT CONNECTIONS TO STORM DRAIN--------------6 EA. CONCRETE WHEEL STOPS --------------------------------29 EA.-
-----
---@--
FS 5773
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TC .570€,..
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PLT.
ESTIMATED GRADING QUANTITIES ENGINEER OF OORK
ESTIMATED TOTAL CUT: 330 C.Y.
ESTIMATED TOTAL FILL: 330 C.Y.
NOTE: GRADING QUANTITIES SHOWN HEREON ARE FOR
PERMIT PURPOSES ONLY AND ARE NOT TO
BE USED FOR FINAL PAY QUANTITIES.
;::£?;<-,(/-4%?4-i 3 ·Z-f, A7
ROBERT A. STOCKTON RCE 33591 DATE
DRAWN BY ' DESIGNED sy , CHECKED sy, APPROVED BY•
PRIVATE CONTRACT
f----+-f------------r-----i ~, CITY OF CARLSBAD ISHE3ETS I ~ ENGINEERING DEPARTMENT :====--================-==~ SITE PLAN FOR:
JEFFERSON HOUSE Il
JEFFERSON ST. S. HOME AVE .
APPROVED:
RE: rlTY ENGINEER
DWN BY:
CHKD BY:
~D_li._:r_E-1-B-Y--af-.R-EV_I_S_IO_N_S ____________ +cA=PP=:,:=-tD FIELD BY:
I PROJECT NO.
PRELIMINARY
NOT FOR CONSTRUCTION
DATE:
SCALES: AS
HORZ: SHOWN
I VER:
DRAWING NO.
r-:svS
JOB NO. 9586
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VARIES-SI:£ PLAN . .
J 'WIDE CONCRETE GUTTER
SEE DETAIL Tll!S S/.IEET
2 11A.C. ON6"8ASE
(SEE NOTE)
B"COVCRETE CURB PERG-1
NOT£: FINAL STRUCTURAL SECTION TD BE DETERMINED
BY SOILS EN6INE£R AND "R ' VALUE TEST.
SECTION A-A
N. T.S.
47.0 '
BLD6. WALL C'ONC. WHEEL STOP
'
➔ I/ARIES -SEE PLAN
2°A.C. ON6'BAS£
(SEE NOTE)
6 " CONCRETE CURB ¢ GUTTER
TYPE G PER G-2
NOTE : FINAL STRUCTURAL SECTION 70 BE OETERMINED
BY SOILS ENGINEER AND "R "VALUE TEST.
SECTION B -B
N.T.S.
FINISH
FINIS/I ~VEMEN~T. c:EXISl __ ____,_ ~--, .~·: I__ GRADE
. ' 6HCUR8 .·'. ,
PERG -1 J
PAVEMENT-~ _.. EXIST.
---.JL-,.,.--,... _g: 1 r 6RADE ~ ....... .-. r•''\""' G"CUHB ~• · •;(.
6UTTER. P£R G-2 f
PROVIDE 7 "MIN. FROM
BOTTOM OF CURB
PROVIDE 7" MIN. FROM)
8JTTOM OF CURB
SECTION C-C
N.T.S.
NOTES :
SECTION D-D
N.T.S.
I. REVIS£ INLET 70 SIMILAR CONFIGURATION AS
OUTLET SJ/OWN IN lJ-es EXCEPT SLOP£ AS SI/OWN.
2. NO ACCESS HOLE REQUIRED.
MODIFIED CURB OUTLET PER D-25
N.T .S.
---
" I. 5 ' 15' ~
' ' --_I _,
6"M!N.
[ [FIN/SIi PAVEMENT
---I ~-~-~--·• I ' ' .... :., . '. ,, ' .
NOTES :
I CONCRETE SI/ALL BE 517-C-2500
2. SEE STANDARD DRAWING 6 -10
RJR JOINT DETAILS.
3' WIDE GUTTER DETAIL
N.T.S.
RICK ENGINEERING COMPANY
CIVIL ENGINEERS : PLANNING CONSULUNTS : SURVEYORS
5620 FRIAAS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707
3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92006 (619) 729·4987
365 S. RANCHO SANTA FE RD. SAN MARCOS, CA. 92069 (619) 74'4·4800
Fact of curb
-
N. D.S. 100 OR 200
PV.C DRAIN PIPE
(SEE Pl.AN FOR PIP£ SIZE)
6" ATRIUM 0RATE
..... NOT£: . .., PLAN
VERIFY GRATE ELEVATION ~
(16.) ON L4NOSCAPE RAN. 'J2-
~ RN/SH Pl.ANTER GRADE--,
PV.C. SIN0L.£0R [)(){.8,£ otmET-
ND.S. 100 OR E.00 APPROVED
EQUAL AS REQUIRED.
PV. C IJRA/N PIPE \)\;
(SEEPI.ANRJRPIPESIZE) ~~
~~-
IL ._JI ·,·
B"ATRIUM 0RAT£ N.lJ.S. 80
OR APPROVED E(){JAL SET
RIM FLUSH Will{ Pl.ANTER G'RAa:
,I,---6" PV.C. f!SER I 4S NEEDED.
\ FILL BOTTOM 'l!L FLOW
LINE WIT11 0ROu\
ELEVATION
NOTE : FITTINGS SI/All BE NATIONAL l)fVERSIFIED
A--,
SALE INC. ( N.lJ. S.) OR APPROVED EQUAL f
ATRIUM INLET DETAIL
N.T.S .
b
l
NOTES:
I. SEE STANDARD DRAWINGS D-11 8 D-12
FOR ADDITIONAL NOTES AND DETAILS .
2. EXPOSED EDGES OF CONCRETE SHALL
BE ROUNDED WITH A RADIUS OF 1/2".
3 . EXPANSION JOINT MATERIAL SHALL BE
PLACED AT TI-E ENDS OF THE INLET
WHERE THE ' CURB IS TO ADJOIN.
4. PROVIDE 1/4" TOOLED GROOVE IN TOP
SLAB IN LINE WITH BACK OF ADJACENT
CURB .
5. CONSTRUCT ION JOINT (STANDARD DWG . lipollllfttf
l
I It .::iecW , 0 -12) MAY BE ,ELIMINATED IF INLET AND
GUTTER ARE CONSTRUCTED CONCURRENTLY.
A--'
PLAN
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Go~. S..., ,.,.,,. Cool
Sit S.d. o.i. D-12 _ __,
111· L r ........
'
IHA01t5
I"
r -o-
ELEVATION
SECTION A-A
CURB INLET TYPE "H"
N. T. S.
'
' .
roL
.. .
\
I
BENCH MARK
CITY OF CARLSBAD BRASS PLUG TOP
OF CURB N.E. CORNER JEFFERSON
AND GRAND .
ELEV. = 54. 33
\
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DATE BY REVISIONS
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APP'D
ENGINEER OF 'M>RK
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ROBERT A. STOCKTON RCE 33591 DATE
DRAWN ey ; DESIGNED BY • CHECKED av, APPROVED BY•
PRIVATE CONTRACT
SHEET CITY OF CARLSBAD ISH~TS I SP-2 ENGINEERING DEPARTMENT
SITE PLAN FOR :
JEFFERSON HOUSE n
JEFFERSON ST. 8, HOME AVE.
APPROVED : DATE:
2 r1TY ENGINEEli · SCALES: AS RE: HORZ: SHOWN
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------1------__ -------___ CA._'RLGBAO r-;.:_::-== WACm.f5 E~;VSE DRAWN BY : DESIGNED BY: CHECKED BY: APPROVED BY : :=============z=======:--~=-=-=-=-=-=-=-=-=-=----~
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5620 FRIARS ROAO SAN DIEGO, CALIFORNIA 92110 (619) 291 '0707 -......::_ EXIST / f/:? "/IP BAS
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3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729 4987
365 S. RANCHO SANTA FE AD. SAN MARCOS, CA. 92069 (619) 744·4800
• ENTRANCE.S, SIDEWALK OR CY/RB fGt/TT£R A/?£ H01tZ:
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