HomeMy WebLinkAboutDWG 817-3; ; JEFFERSON HOUSE II, 1987; 01-03;GENERAi NOTES FOR SITE PLAN
, 1. ALL WORK SHALL BE DONE ACCORDING TO THE APPROVED PLANS AND SPECIFICATIONS,
i THE CURRENT CITY OF CARLSBAD STANDARD SPECIFICATIONS, THE CITY OF CARLSBAD
STANDARD DRAWINGS, ALL APPLICABLE CITY OF CARLSBAD ORDINANCES AND THE SAN
DIEGO AREA REGIONAL STANDARD DRAWINGS AND SPECIFICATIONS.
2. A PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE CITY
RIGHT-OF-WAY.
' 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,
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. AND SUNSET EACH DAY, MONDAY
THROUGH FRIDAY, ANO NO EARTHMOVING OR GRADING 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 SE 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 ~ITHIN 20 FEET OF BUILDING OR STREET AREAS AND REPLACED
WITH PROPERLY COMPACTED SOILS, IN OTHER AREAS, THE PIPE SHOULD BE 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 PREPARED 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 MOVEMENT
SATISFACTORY TO THE CITY ENGINEER IN THE EVENT THE SITE IS EXPOSED TO EROSION
DURING THE PERIOD. FROM NOVEMBER 1ST TO APRIL 15TH. EROSION-CONTROL MEASURES
SHALL INCLUDED, BUT ARE NOT LIMITED TO, SLOPE PROTECTION, STILLING BASINS,
SANDBAGS, AND 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 STONES, ROOTS AND OTHER DEBRIS SHALL BE
REMOVED AND DISPOSED OF 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.
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, INCLUDING 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 :UBMITTING A
DETAILED PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN
Of SHORING, BRACING, SLOPING OR OTHER PROVIS,IONS 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 PRIOR TO EXCAVATION. 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,
CLEARING OPERATIONS SHALL BE CONDUCTED IMMEDIATELY PRIOR TO GRADING
OPERATIONS.
DRAINAGE FACILITIES ARE TO BE CONSTRUCTED AT THE SAME TIME A$ GRADING IS
CONDUCTED.
AN "AS-GRADED PLAN" SHALL BE PRODUCED FOLLOWING GRADING OPERATIONS. THIS
PLAN SHALL INDICATE GEOLOGICAL CONDITIONS AND GRADING AS PERFORMED.
CONTRACTOR AGREES THAT HE 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
FROM ANY AND All LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE
PERFORMANCE 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. ALL EARTHWORK '
SHOWN HAS BEEN, OR WILL BE, PERFORMED UNDER THE OBSERVATION OF A QUALIFIED ,
GEOTECHNICAL CONSULTANT IN ACCORDANCE WITH LOCAL ORDINANCES.
THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITI,[S AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS, IF
THERE IS ANY QUESTION RE6ARDING THESE PLANS 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 PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT
RESULTS FROM HIS OPERATIONS BY APPROPRIATE MEANS (SANDBAGS, HAY BALES,
TEMPORARY DESIL TING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE
PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY
OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
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 '
ADDITIO~AL INSURED ON THE PERMITTEE'S POLICY IN AN AMOUNT OF AT LEAST
$100.000 roR EACH OCCURRENCE OF LIABILITY.
RICK ENGINEERING COMM.NY
CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS
5620 FRIARS RQA.O $AN OIEGO, CALIFORNIA 92110 (819} 291 0707
3088 PIO PICO DRIVE CAALSSAO. CAt..lFORNl.a. 9200B (619J 129'4987
365 S, RANCHO SANTA FE RD. SAN MARCOS. CA. 92089 (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 COORDINATE THE
WORK WITH COMPANY REPRESENTATIVES, TELEPHONE NUMBER
COMPANY
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 LOCATE 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 FRON 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 ENGINEER.
ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING THE CONSTRUCTION.
DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCO'RDIN6 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 STORM DRAIN, USE MIN. D-2000 A.C.P. AS SHOWN ON PLANS.
BACKFILL NOTE: WHERE TRENCHES ARE WITHIN RIGHrs~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 90% 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 100% TESTED AFTER CONSTRUCTION OF ALL OTHER
UTILITIES AS SPECIFIED IN THE CITY OF CARLSBAD.
ALL SEWER LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE CITY OF CARLSBAD
SPECIFICATIONS FOR SEWER CONSTRUCTION,
STANDARD SPECIFICATIONS 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 or 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 C.ARLSBAD 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 INSP'ECTED 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 GRADE OF 2% AND
CONSTRUCTED A MINIMUM 5' DEEP AT PROPERTY LINE AND SHALL BE CLEAR or
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 LIN'E, USING A
WYE CONNECTION IN ACCORDANCE WITH THE REQUIREMENTS or THE CITY PUBLIC WORKS
INSPECTOR.
JOHNS MANVILLE P.v.c. SDR 35 GREEN-TITE, OR EQUIVALENT, MAY BE USED AS AN
ALTERNATE MATERIAL FOR PIPE DESIGNATED V.C.P. WITH APPROVAL OF THE CITY
ENGINEER.
WATER AND FIRE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE COSTA REAL MUNICIPAL WATER DISTRICT'S STANDARD PLANS AND
SPECIFICATIONS AS ADOPTED IN JANUARY 1987, 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 DOI-IN OF VALVES ON EXISTING WATER LINES.'' A
PERMIT SHALL BE OBTAINED FROM THE COSTA REAL M.W.D. AND MUST BE SIGNED ANO
APPROVED BY THE DIST. ENGINEER. , '
A PRECONSTRUCTION MEETING WILL BE HELD WITH C.R.M.W.0. SE'l'EN (7) DAYS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
IMMEDIATE NOTIFICATION TO THE FOLLOWING DEPARTMENTS 1 IS REQUIRED FOR ALL
SHUTDOWNS: FIRE DEPARTMENT 438-5521
CITY OF CARLSBAD ENGINEERING DEPARTMENT 438-1161
COSTA REAL MUNICIPAL WATER DISTRICT
"AS-BUILTS"
11 r J , '/J 1. rl·, x¼ ~ •,, • . ,, . • !°-2tP-6B
0
ROBERT J. G1:ctANEY !} DATE
DISTRICT ENGINEER R.C.E. 40,315
·· '.;OSTA REAL MUNICIPAL WATER DISTRICT
'·
FIRE DEPARTMENT · CITY OF CARLSBAD
~ Vd-8-21-H ~~ FIREM~HALL DA--=:r::LE..>t./.l
BENCH MARK
LEGEND
PARCEL BOUNDARY----------------~------------------·------------:--------
FINISH CONTOUR ELEVATION ----------------------------------------------
PAVEMENT ELEVATION--------------------------------------------~-------
TOP or CURB ELEVATION GUTTER FLOW LINE ELEVATION --------~---------------
EXISTING ELEVATION ----------------------------------------------------
EXISTING TOP OF CURB ELEVATION EXISTING GUTTER FLOW LINE ELEVATION _______________ ----------
EXISTING CURS AND GUTTER AND ~IOEWALK WITH DRfVEWAY -------------------
NEW PAVEMENT----------------------------------------------------------
6" CURB & GUTTER TYPE G AND SIDEWALK --------PER G-2, G-7
CONCRETE DRIVEWAY ---------------------------PER G-14
-----
----fil]-
r;s.5]73 ..--
TC =57.06_ -""rt, 56 56
~
('{.C.'546J} ~ (G ,54.1"5
r-=t:1---Jl, '---~-
',. I' • • • • .,_. ~ • ... •I
6" CURB AND GUTTER TYPE G -------------------PER G-2 ------------------\~·.-.·•~.,-. '·'•·."•:1
6" CONCRETE CURB ----------------------------PER G-1 ------------------
SIDEWALK RAMP ----------------------PER CALTRANS N8-B "CASE E" --------
Cl!RB INLET -TYPE "H"---------------SEE DETAIL SHEET SP-2---------------
CURB OUTLET -TYPE "A" ----------------------PER 0-25
MODIFIED CURB OUTLET -TYPE "A" ------------PER D-25
3' WIDE CONCRETE 6UTTER -----------------------------------------------
12" A.C. PIPE CL. D-2000 ----------------------------------------------
8" P.V.C. DRAINAGE PIPE WITH SIZE AND ATRIUM INLET WITH ELEVATION----•--------------------------------------------------------
6" Y.C.P. SEWER LATERAL WITH CL(ANOUT 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------------------------------·-----··-------------------------
CONCRETf WHEEL S1DP ··---· ·-·· ---------------------------·· ----·-·· -··-
4" DETECTOR CHECK VALVE-------· ----PER C.R.M.W.D. NO. IS-------------·
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
ESTIMATE. PAYMENT WILL BE MADE IN ACCORbANCE WITH THE CONTRACT FOR WORK
ACTUALLY COMPLETEQ. ,
l.llI:1 DESCRIPTION QUANTITY
1. 6" CONCRETE CURB -------------PER.G-1 -------------298 L.F.
2. 6" CONCRETE CURB AND GUTTER---PER G-2 -------------220 L.F, 3. CONCRETE SIDEWALK ------------PER G-7.1 -----------390 S.F.
4. 24' DRIVEWAY ENTRANCE --------PER G-14.1 ----------1 EA, 5. SIDEWALK RAMP -------PER CALTRANS N8-B "CASE E" ---1 EA.
6. CURB OUTLET TYPE "A"----------PER D-25 ------------1 EA.
7. MODIFIED CURB OUTLET TYPE "A"-PER 0-25 ------------1 EA.
8, CURB INLET, TYPE "H"-----SEE DETAIL SHEET SP-2------1 EA.
9, 3' WIDE CONCRETE GUTTER ---------------------------224 L.F.
10. 2" ASPHALTIC CONCRETE PAVEMENT---------· --------1,494 S.Y.
11. 6" AGGREGATE BASE COURSE ------------------------1,497 S.Y.
12. 12" ASBESTOS CEMENT PIPE -CL. D-2000---------------15 L.F.
--◄D.S
PLT.
['_\~, :J
13. ~:Ex~~~~F:~~-~~~:-~:::_::~:~_::~~~C§-~r~~----------2 EA, _.;-;";-.,rss~:~,__
14. 2" WATER SERVICE PER C.R.M.W.D, DRAWING NO. 2 -----I EA. ./);,::',i .. Ari"?S'•,/~~
15, 6" ATRIUM DRAIN GRATE -N,D.S. 80 -----------------10 EA. .(ice:;/>,:'· ·.;;:,,,•t\
16. 8" P.V.C. DRAIN PIPE ------------------------------416 L.F, !::5/1:;f ~"'
17. 6" THICK BOMANITE "GRASSCRETE" --------------------420 S, F, ; "'.' ~O. C03359l ~ Ii ,; cXP 06-30·90 I 18. DOWNSPOUT CONNECTIONS TO STORM DRAIN--------------6 EA. .,\ ~ 29 r:A -,-,,~ ' 19. CONCRETE WHEEL STOPS--------------------------------'-' <<t)>~t,v,1.. 0-,,.
20. 4"DETECTORCHECKVALVE----•PER CRMW.D N0.16-------IE.A \.'f_o'~r_··-c,1..l'Cl
21. 1" WATER SERVICE FOR IRRIGATION--------------------I E.A. ¾-.. _ r
22 e'' A.C.~-----------------------------~---_-_-_-__ 2_s_L_.F_. ________ ~---~
ESTIMATED GRADING QUANTITIES
ESTIMATED TOTAL CUT, 330 C.Y.
ESTIMATED TOTAL FILL: 330 C,Y,
NOTE: GRADING
PERMIT
BE USED
QUANTITIES SHO~R HEREON ARE FOR
PURPOSES ONLY AND ARE NOT TO
FOR FINAL PAY QUANTITIES.
---
ENGINEER OF W)RK
~~ / F/ /.✓ 3·?"'. ~7 , 7~.-~. ,<·'~z:::4::::'.-W ..... 1· n.
ROBERT A. STOCKTON RCE 33591 DATE
DRAWN BY: DESIGNED 13y, CHECKED BY• APPROVED B'(,
PRIVATE CONTRACT
SHEET
SP-I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SITE PLAN FOR:
JEFFERSON HOUSE ll
JEFFERSON ST. 8 HOME AVE. CITY OF CARLSBAD BRASS PLUG TOP
OF CURB N.E. CORNER JEFFERSON
AND GRAND.
1----4---1-----------------+-----t APPROVED: DATE:
ELEV. = 54.33 RE: ~
OWN BY: 1----+-+----------------+----I CHKD BY:
DATE BY REVISIONS APP'D FIELD BY:
CITY ENGINEER
I PROJECT NO.
SCALES: AS
HORZ: SHOWN
I
VER·
DRAWING NO.
I
7D-A3 _ C.R.M.W.D 85-C.157
. ' JOB NO. ,9586
BLOB. WALL
BLIJ6. WAi.L
2,NO FLOOR
I t'ONC. k,5 , JIIIIEEL SllJP
'IARll:S-S£E Pl.AN
J 'WIDE CONCR£Tli 6UTT£R
SEE DETAIL Tl.//5 51./EET
SUTTER 25_0 ,
2"A.C. ON6118ASE
{8££N0TE)
6"CONCR£TE CURB
PERG-1
NOTE: FINAL STRUCTURAL SECTION lV'BE DETERMINE[)
BY SO/LS ENS/NEER AND 'l'i'" VALUE TEST.
SECTION A-A
N. T.S.
,P_liO FLOOR
47.0'
CONC. IHH££L STOP
VARIES -Sc£ RAN
2"A.C. 0N6dBASE-
(SEE NOTE.)
61/ CONCRETE CUR'B f GUTTER
TYPc G PER G-2
NOTE: FINAL STRUCTURAL SECTION 70 BE [)£T£RMINED
BY SOILS EN0/NEER AND "Rn VALUE TEST.
SECTION B -B
N.T.S.
FINISH
FIN/$11 PAVEMFN~T .,_ (:EX/Bl
----.1.. ~-~··._J _ 6RA/J£
,_-:b, . 1/ I',
6HCIJR/J • ·-
PERG-1 J
PAVEMENT-~ . . EXIST.
---...J'-r .. ,:---.-. -(1') t ( 0RAOE ' ..... ~1-\\:~ G"CURB ~· ·.· · 'G ;
PROVIDE 7 "MIN. FROM
BOTTOM OF Cl/RB
SECTION C-C
N.T.S.
NOTES:
0UTTER PER B-2 f
PROVIIJE 711 MIN. FROM) '
BOTTOM OF CURB
SECTION D-D
N.T.S.
I. REVISE INLET 7D SIMILAR CONFll3URATION AS
OUTLET SIIOWN IN D-25 EXCEPT SLOPE AS SHOWN.
2. NO .ACCESS HOL£ R£0UIR£0.
MODIFIED CURB OUTLET PER D-25
N.T.S.
3.0'
1.5 1 1.5'
NOTES·
/. CONCRcTE SHAU. 8E 5l7-C·2500
2. SEE STANDARD DRAWING G-10
RJR JOINT DETAILS.
3 1 WIDE GUTTER DETAIL
N.T.S.
RICK ENGINEERING COMPANY
CIVIL E;NGINEERS; PLANNING CONSULTANTS ; SURVEiYOR$
5620 FRIARS ROAO SAN OIEGO. CALIFORNIA 92110 (619) 29i·0707
30'38 PIO PICO DRIVE: CARLSBAD, CALIFORNIA 92008 (~ 19) 729•4987
365 S. RANCHO SANTA FE AO. $AN MARCOS. CA. 920SiH619) 744•1.800
N. 0. S. /00 OR E(X)
PVC. DRAIN PIPE 6" ATRIUM BRAT£
(SEE Pl.AN FOR PIP£ SIZE)
..>,
NOT£: ·9 PLAN
VERIFY GRATE ELEVATION ~
(TG} ON LANtJSC'APE RAN. ~
& RN/SH PLANTER GRAD£.
PVC SIN0!.EOR lXJUBL.£ OllnET-
N£J.S /00 OR a:J0 APPROVED
EQUAL AS REQUIRED.
PV. C. DRAIN PIPE i
(SEEPl.ANFORPIPESIZE) r/r~
f v
, . . ,
6"ATRIUM 0RATE N.D.S. 80
OR APPROVED EQUAL SET
RIM FLUSH Wll1f PC.ANTER G'RADE
IL . ...JI ·.
I 1--6" P.V.C. R/8£1?
I I AS NEEDED
I
I
t::= -----
FILL BOTTDM TlJ FLOW
LINE WITJ./ 0ROUT
ELEVATION
A ___ _,,
NOT£: FITTIN0S SI-IALL 8£ NATIONAL 0/VERSIF'/ED
SALE INC. ( N.D S) OR APPROVED EGUAL
ATRIUM INLET DETAIL
N.T.S.
NOTES:
I. SEE STANDARD DRAWINGS D-II8 D-I2
FOR ADDITIONAL NOTES AND DETAILS.
2. EXPOSED EDGES OF CONCRETE SHALL
BE ROUNDED WITH A RADIUS OF 1/2".
3. EXPANSION JOINT MATERIAL SHALL BE
PLACED AT THE ENDS OF THE INLET
WHERE THE CURB IS TO ADJOIN.
4. PROVIDE 114" TOOLED GROOVE IN TOP
SLAB IN LINE WITH BACK OF ADJACENT
CURB.
Lip cif quner
I
I Expan$iDn Jaint 5. CONSTRUCTION JOINT (STANDARD DWG
D-I2) MAY BE ELIMINATED IF INLET AND
GUTTER ARE CONSTRUCTED CONCURRENTLY.
A__._,
PLAN
tnm:si1ii:,n ll'lnsitioa
';. %1an I ,{
I see -pl an.
I \ ' ; . . I • .E =o, • I I
I '.;-E
i • I I
I t ! • • I
►1 I • I I . I ~ L __________ J
r...., 14 • Ill" L.__ _ _._ _ _._J
ELEVATION
Galv. Steel Ang,le Cont.
· S.. Std. Owg. 0.12 _ _,,
14 @ 16" O.C.
SECTION A·A
CURB INLET TYPE 11H11
N. T. S.
o.c.
6PECIAL IYATEI? NOTE:
BENCH MARK
CITY OF CARLSBAD BRASS PLUG TOP
OF CURB N.E. CORNER JEFFERSON
AND GRAND.
ELEV. ~ 54. 33
., ·1
8ATIQU!TOS
LAGOON
~
.....
VICINITY MAP
NO SCALE
JEFFERSON HOUSED
"
.,,.~Q f
LAKE
SO~ .,ARCO$
LOCATION MAP
N T.S. * FIRE H'70l'IANT LOCA lleN
ENGINEER OF 'M:>RK
;:@.-.1"_.4"~ . 3Z"f·il7
ROBERT A. STOCKTON RCE 33591 DATE
DRAWN BY: OESIGNEO BY: CHECKED BY: APPROVED BY,
PRIVATE CONTRACT
l-----+-l------------+-----t~2 CITY OF CARLSBAD ISHE3ETSI ~ ENGINEERING DEPARTMENT ~===='.....::::::===================.::..:::::::===; SITE PLAN FOR:
JEFFERSON HOUSE Il
JEFFERSON ST. S HOME AVE.
l----+--1----------------'----+~---t :============::::::;-~=-=-=-=-=-=-=-=-=-=-=: I----+--!--~---'--------~---+-~ APPROVED:
DWN BY: t----+----1--~------------;------1 CHKO BY:
DATE BY REVISIONS APP'D I BY·
TY ENGINEER I PROJECT NO.
7D·A3
DATE:
SCALES: AS
HORZ: SHOWN V •
DRAWING NO.
C.R.M.W.D 85-C.157
' . JOB NO. 9586
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#OT£: AT ALL LOCATIONS Wll£.li'£ cXJSTING 0/r/YEWAY
£NT/r4NCES, S!OEWALl< Ofi' CtllrB tGuTT£R AR£ ro ,5£ 11£/Y!!J//£/), fi'EPLAC£M£NT _ITEMS MUST
A14TC,LI EX/ST/116 6/?A/JES.
-o--~--l----+---+----------------+---1
I
DATIi! IIY MVISION8 APP'D
. .
8£6/1/ Ct/RB t! Gt/T?ER PER G-:? ,
JEFFERSON ST. Si HOME AVE.
]APPROVED:
: RE: ;:!Ji;ii;il:i !.III l;NglN~EI!
OWN BY: I PROJECT NO.
CHKD BY: -----ev~
._ 7D-A3
I
DATE:
SCALES: ·AS
HORZ: uen, -SHOWN
I
DRAWING NO.
C.R.M.W.D 85-C.157
JOB NO. 9586