HomeMy WebLinkAboutDWG 496-5; CDP 16-08; HOENIG RESIDENCE; 01-05GENERAL NOTES
1. n-1/S PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY n-1£ CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TT-IE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE n-lESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TT-IE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TT-IE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TT-IE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF n-lESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS ANO TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME TT-IE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
11. WHERE TRENCHES ARE Wln-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR Wln-1/N TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TT-IE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHAii BF HOD AT THE SITE PRIOR TO THF
BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPFCTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS On-lFR Tf-lAN FOR PRECONSTRUCT/ON MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
/760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 PM.
ON TT-IE DAY BEFORE n-1£ INSPECTION IS NFFDFO. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST On-lERW/SE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR On-lER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
Tf-lEREIN. Tf-1/S PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') 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 FSTABI 15HW BY THF CONSTRUCTION SAFETY ORDERS TTTI F 8
CALIFORNIA ADMINISTRATIVE CODE Tf-1£ PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TT-IE OSHA
EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPFRA TIONS WIii CFASF IMMEDIAT[( )'. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS'.
EARTHMOV!NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTf-lMOV/NG OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIOA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUi ROUTES SHALL BE SUBMITTED BY n-1£ CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. n-1£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. TT-IE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO n-1£ POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM Tf-lA T SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON Tl-IE PLANS AND
A/IY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. Tf-1£ CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) Wln-1/N TT-IE PROJECT SITE SUFF/CIENTL Y
AHEAD OF THE CONSTRUCTION TO PERMIT n-1£ REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND Tf-lA T Tf-lE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH
Tl-IE PROPOSED WORK.
22· I1~sf~iW}5[fRwo%~fJb D~?fF/Rl1[E~1J0 s!f2Wliili~1~!fJcfrJJ ~[k~w)TH~1!?
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERV!CE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
*CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
*SAN 0/EGU/TO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
'OLIVENHAIN WATER DISTRICT (760)753-6466
*BUENA SANITATION DISTRICT (760)726-1340 x/330
*
AS APPROPRIATE
23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT
WASTE DISC/-IARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
OF Tf-/E CITY ENGINEER.
D: \DRAWING FILES\TITLE SHEl="TS\IMPROVEMENT TITLF SHEET.DWG REVISED: 01/05/16
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSJONAL ENGINEER OF Tf-lE STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. Tf-lE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON n-lESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND /-/AND-HOLES SHALL BE SHOWN ON Tl-IE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH
PROPERLY COMPACTED SOILS. IN On-lER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA AOMINISTRA TIVE CODE.
6. STREET TREES SHAU_ BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITl-1/N Tl-/£ LIMITS
OF WORK OF THIS PLAN PER SDRS owe M19.
8. ALL SURVEY MONUMENTS AND POINTS TT-IA T ARE DIS1URBED BY Tl-1/S WORK
SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE
PROFESSIONAL LANO SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS Sf/AU BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN
(100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WIT/-/
THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS (LATEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM n-1£ CITY. IT MUST BE SIGNED AND APPROVED
BY THE CITY ENGINEER AND SUPERINTENDENT.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3. .
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT S/-IALL BE OBTAINED FROM Tl-IE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENC/NEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
4. NO TREES OR STRUCTURES S/-IALL BE ALLOWED IN TT-IE WATER LINE EASEMENT,
ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING ANO APPURTENANCES S/-IALL BE PROTECTED BY
MEANS OF CA THOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
6. TT-IE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN Tf-lE DETECTOR CHECK VALVE ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1"
(UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
TT-IE "CRITERIA FOR TT-IE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERV!CES.
12. AXIAL DEFLECTION AT n-1£ PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BAS/$ NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH CASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIG/-IT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL
REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS ANO TT-IE
NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE
WITH 2-/NCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VALVE BOXES FOR
BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24
INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED
USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING
INSTALLATION AND BACKFILLING. WIRE INSULA T/ON THAT IS BROKEN, CUT, OR DAMAGED
SHALL BE REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR
WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT
BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULA T/ON SHALL CONFORM TO
ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT
ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH /-/AS BEEN DAMAGED WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
SIGNING AND SnRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIP/NC AND PAVEMENT MARKINGS SHALL CONFORM TO Tl-IE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL OEV!CES (FHWA'S MUTCO 2003 REVISION 1, AS
AMENDED FOR U,E IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR /-/IS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING ANJ STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
Sffi/PING SHALL /!£ REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED L[NS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS VITH/N A 500' PERIMETER OF THE CONS'TRUCTION PROJECT WILL BE
RESTORED TO A 'LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY TT-IE
PUBLIC WORKS DIRECTOR OR /-/IS REPRESENTATIVE PRIOR TO /NSTALLA TION.
8. CONTRACTOR SHAcL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GR/NJ/NG. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT IEGENOS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC
STENCILS.
1 a. LIMIT LINES AND CROSS WAL.KS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 1 o'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
1'I. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PiVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL 3£ STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTR01 DEVICES (FHWA 'S MUTCD 2003 REV/S/ON1, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS On-lERWISE SPECIFIED.
15. SIGN POSTS SHAU. BE SQUARE PERFORATED STEEL 7118/NG WITH BREAKAWAY BASE PER
SAN DIEGO REG/01'/AL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS RE\!OVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. ALL SIGNS S/-IOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
Tl-/£ CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCA TEO OR TO REMAIN.
19. (IF NECESSARY) WdERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WOE MEDIAN NOSE, THE R4-7 SIGN S/-IALL BE 18"X24" ANO THE OM1-3
OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON Tf-lESE PLANS WAS GENERATED BY AERIAL
SJJRJ,IEY METf-/ODS FROM INFORMATION GA THERE'D ON DECEMBER 12,
20[11___ RY $46-1 0 AERIAi Sl!RVFY$
TOPOGRAPHY SHGWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDl'RDS'.
PROJECT LOCATION
THIS PROJECT IS LOCA TEO Wln-1/N ASSESSORS PARCEL NUMBER(S) 206-120-39 =~==------------------,
TT-IE CALIFORNIA COOROINA TE
N 609134 661
BENCH_MARK
INDEX OF n-1IS PROJECT
£ 0406 1992255 98
IS
DESCRIPTION: BRA:,S CAP $TA..Mffil-.JQt!.r:'-.L1 "&"-'----------
LOCATION: CARLSWD B_L,_\IQ, & RR BRIDGF" _ _!i_'_E;AST OF CL OF TRACKS
ON CONG BASE OF SWITC/iBOX_S,loGc'N_.,A~-L ______ _
RECORDED: _CfJJJN[J_BLNCH ! FVFI •; (1'/IL_G'ill!J.\J.D'_'LEHL(.'ONJRQI) P~_J36
ELEVATION: _2.Q._Qlj________ DATUM:NGVV 29
"DECLARATION OF RESPONSIBLE CHARGE"
I 1-/EREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
Tl-/£ DESIGN IS CON3/STENT WITH CURRENT STANDARDS.
I UNDERSTAND THA; Tl-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLS'!AO DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONS/8/LI TIES FCR PROJECT DESIGN.
FIRM: TRI/TECH E/',";INEFRING I IC
ADDRESS: 421 £AS; I OYOI A DR/VF
CITY, ST.: TEMPE AR!ZQNA 85282
TELEPHONE: (5.30) 580 ?AOO
BY: JONATHAN FE/~,, P.F.
(NAME OF ENGINEER)
R.C.£. ND.:~73=1=8~6 ___________ _
REG/STRA TION EXPl/iA T/ON DA TE: 12/3112016
DATE: OCIDBER 15 2016
INDEX OF SHEETS
SHEET 1: TITLE
SHEET 2: PI_AN/PROFILE
SHEET 3: DETAILS
SHEET 4: SWPPP COVER SHEET
SHEET 5: EROSION CONTROL Pt..~N
REFERENCE DRAWINGS
THE REFERENCE DRAWINGS FOR -HIS PROJECT ARE "THE
BLUFFS" CONDOMINIUM DEVELOPNENT, PRO,JECT NUMBER CT
02-18, DRAWING NUMBER 426-8
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS PROJECT IS THE NAD83,
ZONE 6, 1991.35 EPOCH GRID E£ARING BTWN POINTS 118 AND
119 PER RECORD OF SURVEY NO 17271, I.E. N18"56'27"W
DEVELOPER
NAME: ALAN HO[NIG
ADDRESS: 1075 CHINOUAPIN AVE CARLSBAD
PHONE NO.: (6,JJ) 89 7 1083
VICINITY MAP
WORK TO BE DONE
TNE IMPROVEMENT WORK SHALL BE PERFORMED iN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT Tl-IE TIME OF CONSTRUCT/ON, AS 0/RECrED
BY Tl-IE C'lrY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
.3.
4.
5.
6.
T/-1/S SET OF PLANS
RESOLUTION N0.~7~1=69~---DATED __ JUNE_ 1., 201,~6 __
THE STANDARD SPECIF/CA T/ONS FON PUBLIC WORKS CONSTRUCTION (GREIN
BOOK).
SOILS REPORT AND RFCOMMENOA T!ONS BY_l.i.L,.,..IAc,_ ______ _
_____ DATED ________ _
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE ldODIFIED
BY THE CITY OF CAF/LSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERM/ F CONDITIONS
DA TED ,ii/NF 1 2016
8.
9. TIER 1 STORM WATER POLLUTION PREVENTiON PLAN PREPARED BY TR!JTECH FNG_INEER/NG, Ll.C_
DATED __QCTOBFR 15 2016
10. TIER 1 STORM WA TETI MANAGEMEN f Pl.AN PREPAREQ_E_y__JJ/.oA_,, ________ _
DATED ________ , SWMP NO. _____ _
11. CALIFORNIA STORM WATER QUALITY ASSOC/A T!ON BMP CONSTRUC //ON I/ANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO.
EX PL
EX WATER LINE
EX WATER FACILITIES
EX SEWER
EX CENTERLINE
EX CURB/GUTTER
EX PCC PAVEMENT
EX TREE
EX SIGN
EX STREETLIGHT
EX FENCE
EX WALL
ELEVATION CONTOUR
PROPOSED CURB/GUTTER(SDRSD G2)
PROPOSED SIDEWALK (SDRSD G7)
PROPOSED AC BERM(SDRSD G5)
SWPPP DRAINAGE INLET PROTECTION BERM
SAWCUT, REMOVE AND REPLACE AC PAVEMENT
CITY STD GS-12
PEDESTRIAN RAMP (SDRSD G-31)
I
DRIVEWAY (SDRSD G-14B)
4
SYMBOL
•
",~-
" ..,, . d• ,1 :.. ~ ~-~-~
. I i
I
l
: . .,·· • .:! . . .
•• ., •
QUANTITY
26 LF
45 LF
6 LF
2 EA
45 SF
I EA
1 EA
ALL SJANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS ($ORSO) UNLESS fDTED OTHERWISE: * CITY OF CARLSBAD STANDARD
TOTAL DISTURBED AREA ~~o~·~01-2_A-•:~-----
(n-llS AREA INCLUDES BUT IS NOT c/M/TED TO OFF-
S/TE WORK INCLUDING PUBLIC IMPROVEMENTS ANO
TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO
EQUIPMENT STAGING AREAS, CONSRUCTION WORKER
FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS, ANO SLOPE KEYWArS)
TOTAL REPLACED IMPERVIOUS AREA -O 001 AC
TOTAL PROPOSED IMPERVIOUS AREA ~ 0.012 AC
** CARLSBAD M/JINICIPAL WATER DISTRICT STANDARD DFIA WING
*** SORSD AS MODIFIED BY CITY OF CARLSBAD
Ih,fPH(}VEM'f;N'T PLANS FO.R:
HOENIG RESIDENCE
en "' .,,
0 0 I " ~'.ll
'" 0 ~Oo ac
~'.fJ~
i ~.
' ~)>
;ii ~z ~ z ;;p
cC<:'. ~ ai I -rn 0 <n II 1:1 f2 OJ rn i ffi~ i,J~
§ I ~
I
l
l
I
I
I
I
I "' 9 " 0 0
I's~ ij ~□ 0 ,o C g U1 £j
;a= "O ({)
;i'.! ~~ me• ~ i~ ~ ~9 z ~ -, rn ,. < ~ ~ :c: :ii i:U :r:::
J;i rgg ~·m i~~ wz z m 0 _,
)>
m ,,
~
8 I '" "cu ~l 8 J JJ C
:;:ir::J~ a"' . " m 0, g -:
"'11 • ~" ~ ~I z !'I -, rri E'~ 'i ~ g ijj 6
:::! '.H rtl 2 Ol •
... (JJ <"
1 i: ,:a z
' m "' ~
I :.l· II
tJ ll ~
2
G'l
2
C s: OJ m
II
Cl
:0
i 2 Gl
2
C s: ta m :0
Cl I
:0
i
2
(j)
2
C s:
OJ m
lJ
-_ -_--, "
'-~·-' :: :: : :: : .. :. :·
.. .-.. -__ . -: ::':·;
·::. ·--:· >-·:
• •:.:•:_: .... ::.; ;;;.;; .·,,:,,
·-
' I
13+00
0 + ,.-·O
0
INSTALL TYPED CURB
RAMP PER SDRSD G-31
!"--:.-:· ,. i . ·:
:~:::--:_: : __ :_~.r.~ __ :: '": ::·' .
. , ·"' -·.--·.--:. . ... ,
-----:----·: -···:c
~~-~:.i:. -t::··.,
' -':. __ -::· . ___ :_ :: ::.:: : .. ::·:: "_::i
' . .
.: ..
--.
.
1
"
·, :-: : :.:'t. <:" ::~ _.-:_.
i· . . .. " ----·.,.
•-
PROFILE: CHINQUAPIN AVENUE
SCALE: VERTIC~L 1" = 5', HORIZONTAL 1" = 10'
N61"51'04"E
EXI8T(NG blO PARKING
S!GN TO REMA!!\!
CXii3Tli'sJG STf.ZEET
UGHT
·-----EX!ST!NG o' FENCE
17'
30'
CHINQUAPIN AVENUE
\j\J
\
I
(EX) 4' WOOD H::NCE.
REMOVED/FtFtOCA fED
PLAN: CHINQUAPIN AVENUE
SCALE: 1" = 10'
0 5 10 20 30 40 50
'
SCALE: 1"::: 10'
. ' --
,;Li
: co
.. -". ' ... " ' --• ,_ -
14+00
l
_ 77.37 EX FL
<I .
1-----4' -o" ------i L'.j · 5'-o"
<I
~---5.2%--
----''\---------
/ \ \___ 0" -6" CURB TRANSl~ION -
-(E)6" CURB
-;,
"'l},
~ ~
DETAIL PLAN: CURB RAMP (SDRSD G-31)
<I
t <I·
';fl_ "' . <I <I
LI
L!
SCALE: 1" = 2'
<I
<I
Ll
<l
<!
L
i'.l
L! .
DETAIL PLAN: DRIVEWAY (SDRSD G14-B)
SCALE: 1" = 4'
,--------------------------------------•~--···----~·-, " i .--, I 'Fi 1/;;~~-r~:;0~·"';,, 1/,"J. :Jc-. ----, V'.</;'0,_
· (:1jt§li'1lf'\f!~) ~1(" C~3136i· \c:\ '-, \\/ ,.,
TRUTf_'C,'11' E'J('I";:E-R.ING \ *\ 2xr. 12131 A 1 . I I' .J •", . . ) \ \ . '/ *;,
Designed by: J F ',-::,,;;--.c;:1 1'-...-1,:i!/
Trutech Engineering, LLC Drawn by: JF •f(J1C!·'d:'5:;:;;
421 E. Loyola Drive Proi·. Mgr: JF ( .L /\ Tempe, AZ. 85282 Job No: 16-03 , · rJiJJV,/1 ;'..W"
(530) 680-7482 Engineer of Work: J nathan,E in
jonathan@ridgelineengineering.com RCE 73186
~-;: ; }.~r0tL ::If :i:i ix:: .. :::: ; ·1 :: ;:;:t122·tiz~::tr, -:::;c Li:. "" ... " '" .,,,. " :,:::: ·:, :.:,:::;.':::.:, ·1·::.::::· sf.:·,:: :.· ·:·.:::::.· . . ,,.,.,~"'{,, .. ,, .. " ,.,., .. ,,
' ""r" "i'":,•_a • .·'"'""" • ::, .. -.,·'"· :::.:::].:.:.::,:: :;:::::.·:. ·.::.:·.~-'""' tz .. ::,;·,:. ,, :•:.'::• ~:· ','.':.•:.:,i'::::,:•.~•:: ~•,:::::,•:::: ·.::::::,', "'"' MO •o "•<• .. ••> • ••-, "n • ,,-,• ' ' ~, ,.': > ·-:,:~·:: :: _.,. •'" .n ,_,,,, <•", • •<, "'• ••• .,.,-~., "•"•·•• • . -----·KS ------------.. ----................ t::::::i:---------~ ,,...,.-, .• , '"""""'''· ,._ •••••••. , ,...,. .. '", ,,,. ' ,,.-,,,, , .•.. ~ p•·,,,.' ' .,,, ..... , """"'" "" ....... "''" ,:,~ .:,,:.·,:•.' ,:·::::.:.::::,;::::,:::-.::::.
~~:-:,::_,:-_.:.: :·:·:~•'·::: .. :: -~:;,~:•:~~-:-: ~~·::::··::•:-:: :·::-::,:,:,:,:·:, -::~:,~;:,;~;' :-:-::,::::•::· .... :··: ... ··:;::····; ·;'··,·,; .. , . ·; .-.s--,•--··· ,,.,,.. -••··---1•-.s--,·' ,, ... ,~'
-., .. -. -.~:-. ····-~-. .. .r=-.:. ... :"·f·~-:::-:::-::i:::: .. =··F:ii;;:f:::•.::}:::I:ii~;;:::::~(~ !f (~ :.:. : il;f ii:} ::\:~ .. t f ~:· ·:·· ~ .. :: ).::·:· )\ · If i~T )'.:(
,.,,,., .. ,, _,.,,,,.
---E~~-1~---,,. ".,.,,,' ,,.,,,.,.,, ,,.,,,,,,_, ,--,~••··· ·"'' .. ,....... . .... ., .. .,
:i::::•:-:::,r::·.::.'.•:'.-:~-·:~-:·:::-:{-:·> :::,:~:i-:.:•: :-::·:-:·:-:. ~· ·::.;-.
"''"'"' ·•·-·· ,,_." '" ,,,, .. ,. ., ......... ,,, .. ---....-.-~----,-:""""~ • ,,.,, .. .., .. ' >' ... ,. ·• .... ,, • ., _, ,.,,
...... ,. · --·f·····"··-. ~ :_· .. · · fE --If 0-!iiiI;: !{:~ .. :: i:~1-;: . . .. ,,,.. ; ·; i"; :L : ... ,,. , ,,: ,:WA ...
~~-~~· :t;'. 1t?-ii;~~\ !_}i: :::}'.:: ::~I~/ {::·: ); ==:;;;:= 1~ _ .... :./. __ ::~.·-.. IY/ :;n".i [};1:..~Ii~,,];f .. ~
..... ____ ,,.,.,.. ,,, "", '""" ,,, ..... _ . , , T r ' ,~ .. ," .. ' ,, ... ,,.,. .,.. '.-,, ,,.,., .. ,... ,, ,,,.,., -•j ,,.,,,, ., .. ,,,,,, .-':~.\':',. "' • ,.,,,,,,." '"'""."' ''''''"·•-J~-,,,,,' ,,,.,,,., ,,~,,,,,_ ,., "'•··••'
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL S7AND.~RD DRAWINGS (SDRSO) UNLESS ,vOJFD OFIIERW/SE:
" CARLSBAD MUINIC/eAL WATER DISTRICT STANDARD DRAWING
,.,, SORSD AS MODIFIED BY CITY OF CARLSBAD
-~--------------------
PVV-/D
_1-z:1.1118
J:2 /~1/li '.JA a
HOENIG RESIDENCE
CDP 16-08 496-5
I
I
I
I
I
I
I
I
I
I
'WU2'17
0 ll ~
2 Ci)
2
C s: DJ m ll
0
ll ~
2 Ci)
2 C s:
DJ m
ll
0 ll ~
2 Ci)
2
C s:
DJ m
ll
60'
30' 11'
R/W
1.J'
1 ,
,
21
6,, TYPE ~ .. CIJR8
4' cvnra
TYPICAL SECTION -CHINQUAPIN AV£ {f lJBllC)
t, ' '
_l: __ _
--l i 1 14" r~-' T
! /
WEAKENED PLAN£ JOINT
CURB ANO SlOEWALK
DETAIL: WEAKEND CONCRETE PLANE
NO SCALE
NO $CAL£
ALL STANDARD DF/AWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SORSD) UNLtSS NO/ED OTI/ERWISE:
** CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING *** SDRSO AS MODlrl[O BY CITY or CARLSBAD
12.lr~t, '? -•--'•-·,·"'"'~''r"_"_'
Dr\H:
5
496-5
,,
' ' I I I !
i '
i
-
1
-
a
' i ,
□ :0 l)
§
2
(j)
2
C ~ m m
JJ
o!
:0 ~
2
(j)
2
C
~
Ill m
JJ
'□ I
2
GJ
2
C ~
~ JJ
STORM WATER POLLUTION PREVENTION NOTES
TIER 1 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 1 SWPPP)
SW 16 -353
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURA T/ON OF THE CONSTRUCT/ON WORK (YEAR ROUND).
7. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: Al AN HOFN/G
AT (TEL.NO.} (63(} 897-108,l
FROM: ~N,..,_l.=A __
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8, ALL &'RAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROS10N PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
70. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
73. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STAB/LIZA TION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
74. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "M"A THER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL M"A THER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAP AB/LI TY.
75. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
76. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES; GRADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING
IS ALLOM"D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 74 OR MORE DAY.,. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS M2I SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
78. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN
WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP
MEASURE IN PLACE.
21. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER S/-IALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL M"A THER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF
RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WIT/-1/N 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
5/LT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''.
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS''.
EROSION CONTROL HYDROSEEDIN&; PLANTING AND /RR/GA TION
7. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS REQIJIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
1 ALL SLOPES THAT ARE GRADED 6': 1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE.·
a. THREE FEET OR MORE IN /-/EIGHT AND ADJACENT TO PUBLIC
WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6: 7 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENT,, (CONSTRUCT/ON OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH &'RAD/NG.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS
HIGHLY VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TtV IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
C
D
E
I ALL SLOPES Tl-IA T ARE GRADED 6: 1 OR STEEPER AND THAT ARE.-
a. THREE TO EIGHT FEET IN /-/EIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QIJICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 700% COVERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 700% COVERAGE.
2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/CA TED AS APPROVED BY
THE C1TY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE Cl TY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC' REGARDING THE
NUMBERS, TYPE; AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CON51ST OF ALL OF THE FOLLOWING:
I SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLO VER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. Jibs PER ACRE OF E SCHOOL C/A CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE IF DIMORPIIOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES:
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCASING' BEFORE HYDROSEEDIN&'.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND A GR/CUL TUR£ CERTIFICATION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
;: NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE
1-/YDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 7 MULCH APPLIED A 7 THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE. TYPE 6 MULC/-1 (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL.
3 FERTILIZER CONSISTING OF AMMONIUM PNOSPHA TE SVLFA TE, 76-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
1 ROUGHENING Tl-IE SURFACE TO BE PLANTED BY ANY OR A
COMB/NATION OF·
o. TRACK WALKING SLOPE5 STEEPER THAN 6: 1.
b. HARROWING AREAS 6: 1 OR FLATTER THAT AR[ SIJFFIC/[NTL Y
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST.·
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
CO VER/NC SALINE SOILS TO PRO VIDEO VIABLE CONDITIONS FOR
GROWTH.
HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNT/-L Tl-IE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPE.S SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN (70) DAYS OF Tl-IE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
J. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER /, Ti-IE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATER/AL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
PROJECT
LOCATION
PACIFIC
OCEAN
.---------------------------------------------------------------------------------------------------------
Best Manage,ner,t Practice'
(BMP) Description ➔
CASQA Designalon ➔
Construction ActMty
BEST MANAGEMENT PRACTICES (BMP) SELECTION :ABLE
Erosion Control
BMPs
o,
' G "'
Sediment Control BMPs
"" I bj
Tracking
Control BMPs
C .rl .Q --'J 0 " ..._ 2 -., ,,, v, "' " "' ,-
Q Q 0~ u ,.,,
't,,J-,.j " 6' "' :~~-" -~:! -~ '" ;::,;:;~ 0:::C,
.Q "" .0" D C. o, -Eo ti '" VJ ct:
~ "<
I ! Cc 1< ~
Non-Stom Water
Managenant BMPs
" -D :.;:; " "' c,, 0 E " .s '" .Q 'E ,g_ "O ., .~ SC " $'. c'3 .:· er ..._ '" "' "' -" '" " ~ C " "' " 0 "' CJ C D 0 '-' .$1 "' '" (.; t;n""., " cc 1...'.;:; :;., --··-·~ ~ .,! C " 0 D 0 ~, " ., -C i L. d: 8-Q "' . (L Q ~Q ·---·-----· -·--
,-,,, " "' ' I (/J I VJ 1/) Vl
?-< < <
-
Waste Management and Materials
Po//uUon Control BMPs
'" "t, C
" '-' "O
0 E C
"' " "" t, o, -D " "" "' " ·"' ~-+~ ;:; "" " --"' "' " "' " C
c:i co "' "" "' "' '" "' '" E " E "' ~ .g ·a "' ~ = ~2 "' "' 0-, Q o, 0-, ·~ CJ
,_ lo -0< D 0 0 >j -~5 -~ .,., 2 C " SC t.i ....... 0 0 QO o.o "' (/) ::, ti I.I) U (f) ~ :i:: "'
~ '" "' ... "' co
I I I I I I
i "' "' i i i ~-~
"' .,
"' D '"
$ " "' "' Ee ~ "' i" 0-,
<J D
Cc " 0 0 u:,e
"' I ~
-X Grading/Soi/ Disturbance X X f-f-=-7""'---;c~----c-,------------t----t--t--t----t---t-t--t------t-t--t------t--i---1----i---------t----t-----------+-t-------i----t-t--t---+---t--t------t-·---t-,---t----+---
Trenchinn l[xcavotbr1 ------+--+-t----t--+--+-t---t--+-t---+--+-t----lr-+--__ --+--+---1--+--+--+-+--+---+--+-t--+--+--t--t--t--
Stockpi/ina __________ -t---t--t----+--t--t--t------t-t--r-----t--i----t--,--------i------i--, ---i-----t--+---t---t--+---+----+----t--i----t--,--------,--t---i---
Drillina/Borina ---+--+--+-+----l-+---1--+-+--+-+-----1--+----l--+---;--;-+--+--+-+--t--+--+-+--r----t--t--x Concrete /AsphCJ/t _ _Sa_wcui ting I __ --+--+---+-_ _ _ --t---1t---t--t--t----;---,--;------,---·--+---1--+--t-';';X-t-r---l-+--+-+-----t--+--+--+--+------t X Concrete Flutwork '--------t-----i--t-X
f--X+-Pc-a_vi-cng'-c-c=----c----c-~c--------+------t:__~;~~~~:~~~;~-+-------t _ __ _ ___ _ -t-+--+--+-t---t--t--+' --+-t-------t_X_ -f--+--+-----it-----t-+-+--+----t----t----t-----,
f---~C~o_nd_u_it,_,_/P~i~pe_ln_s_tu~lo_ti_on _______________ t-·------+--+----+----+--t----t--------r----____ -t--t---+--+--+---t---+---t------t--+---+---+---1t-----t--t--t----------+---+--+-----,
Stucco/Mortar Work f----7---cc----c-----'cc-----c------------j------j--t--t------t-----J-------f-+--+-l-+--+--+-1------j-+--+---l--+--+--+-+--+--+--+-t--+--+--t--t--t---i Waste Disposal
___ St9_gj_ng/Lc11 Dmy!' Areu --~-:--::--::-
Fquipmen t Main lemnce and Fueling _ -+--+----+-+--+----1----+--_____ --l-+--+--t--+---t--+--t---t---t-----i--t----t---+---t---i---t-,
Hazardous Substar.ce Use {s~·t~or~a~ge~t----t---t--+-t-------i--t-----,-__
Dewatering --------1----+----t--+-+--+-+--+--+--+---t---+--+--t------t------t--i---+---+------t---t---t-----1
r------1-=-~---c----=-c-----t---+---+-+--+---+--- --+---+---+-+---+--r--+-t----it---t---t---t---t---1-----+-+--+--+---+---+-+--+---t----;----r------1 Sii'e Access Acros~: Dirt
f---~O~th~"~'r~(=lis~t!=.:----------~---+-~~--+---+--"-~-~~--~--~--~~-~--______ -----~~-~-~~-~----~~-~-~-~-~~
lnstrucUons:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during constrndion,
2, Located along the top of the BMP fable i.s a iis"t of BMP'.s with it's corresponding Calffomia Stormwater Quality_ Association (CASQA) desiqnation number.
or more BMPs yw intend to use during construction from the list. (,'heck the box where the chosen activity row intersects with the BMP column.
Choose one
3. Refer to the C.tt~A construction handbook for information and details of the chosen BMPs and how to apply them to the project,
LEGEND
DESCRIPTION QUANTITY
6 : S TR\ 1/v M U L l>-l
l'.Z/77721
------j---------
' r-··---·----------____ ., _______ ,------
,
----------------+---
... - ---------
fJA!I:. !i'fll!\L
OWNh'R'S CERTIFICATION:
I UNDERSCAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES {BMPs) DURING CONSTRUCT/ON ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF
POLLUTANTS SUCH AS SEDIMENT AND TO A VOID Tl-/E EXPOSURE OF STORM
WATER TO CONSTRVCTION RELATED POLLUTANTS,· AND (2) ADHERE TO, AND
AT ALL TIMES, CONPLY WIT/-/ THIS CITY APPROVED TIER 2 CONSTRUCfiON SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACTIVITIES UNTIL Tl-IE
CONSTRUCT/ON WOfK IS COMPLETE AND SIGNED OFF BY Tl-/E CITY OF CARLSBAD.
-~~
t1>/11, I JI,
E (PRINT)
(SIGNA TUR£)
QUALIFICATION OF PREPARER· R,_ll!S ! U,Ell C V!L EJ-!G!1'
ADDRESS: •f21 C:. LOYO!J, Of<IVC:
rEMFT, !'Z 852132
C7.31 FJG
R.C.E../CERT. NO.
12/31/16
UC. EXP. DATE
IO/lt,/1C
DATE
CITY OF VIST~
\
VICINITY MA_P
SHEET INDEX:
SHEET 1: TITLE SHEET
SHEET 2: EROSION CONTROL PLANS
APN: 206-120-39-00
S'ITE ADDRES,5:
·---------
1075 CHINQUAPLN A VE
AREA OF D1S1'URBANC"'E
AREA OF DISTURBANCE _.52_.3 ___ S.r~
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFF""/C, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYIVA '!'.5)
CONSTR UC'TJON TI-IRE"'/l1:·
CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX):
□ HIGH IZl MEDIUM
OWNh"R/APPLICANT:
NAME.· ALAN HOENIG
ADDRESS: 7075 CH/NQUAPIN A VE, CARLSBAD
TELEPHONE NO.: (631)897-7083
EMERGENCY C'ONTAC1':
NAME: ALAN HOENIG
ADDRESS: 1075 CHINQUAPIN A vf; CARLSBAD
TELEPHONE NO.: (631) 897-1083
HOENIG RESIDENCE
---,
CDP 16:~8 1 ··"'A4!9NC6'.-5
1002')7
0 ll i!
2 Gl
2
C: s: to m :0
I
0
lJ
§
2
Gl
2
C s:
[ll m :0
tl
'.)J
~
2
Ii] : zl
C s:
[ll m ll
DRAWING NUMBER SAFCO PRClDLICTS • NEW HOPE. rv1INNESCTL:.\ PWRDf:R 8Y ?ART NUMBER 6553 ~ ~ ~ ~
w
-.:I"
0 ,....
LO
0
"""" c.o z
r---
0
C'?
Y.' ,_
LI
L: . .i
5f:.
0 z 0 ~ C.J L! o:, (/'.: < ~?:. ' c, 7'~. DRAWING NUMBER s~'\FCO PRODUCTS • I\IEW HOPE. l\11INNESOT.il. REDR□:R BY Pc'\RT NUMBER 5553 --l'!ISITIOM fO~E OF M!TNi ONT1-llS Llt/E __ _
-G--
" SJ
"
"
<:J " " "
"
"c;J "
" "
"
-.
"
"
-"
"
" ':i
SJ,
. --ll~:--~-~----
·<.
DRAWING NUMBER SA:-CO PRODUCTS • NEW HOPE 1\1111\l!\lC:SCTTA RE0,9DER SY PART NUMBER 8553 -?(ISTI10~ EDGE Ot' P111ITT O!<ITHIS. LINE-.,.......,..
w
::::> z w ~
z -"' a.. II
<( ~
::::> Ll.i
,.J a <( u z U)
I
l)
z
<(
...J a..
a-,
N
0 N
0
0
"' II
~
LlJ
..J <( u "'
DRAWING NUMBER DWG 496-5 SAFCO PRC , MINNESCTfA HEOl=IOER-8Y Dti: T 1\llll 5!3~3 -Pl:ISrrmN E~-(ll= l'mNT ONT!llS L1NE __ _ w (.) z w 0 (/) w 0::: (9 z w 0 I [l_: Cl (.) CL .'l:: ,, ' '" U! L.j ;.":::,
Ct'.'.
L_
i---+--:---t--i--0--;--j-j--j-j--j-7 ·.")