2006-354 G (Plans) GRADING NOTES STORMWATER POLLUTION CONTROL
BMP NOTES RELATIVE TO CONSTRUCTION ENVIRONMENTAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE MATH THESE PLANS,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50%
LEGAL DESCRIPTION
EXCLUDING ANY EXISTING MAN MADE SLOPES do SLOPE FAILURE).
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ( LOT 944I00 CLUSTERS, MAP NO 7850
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONCRETE WASHOU IN CITY OF ENCINITAS, COUNTY OF SAN
DIEGO
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4 FT AND THE MAXIMUM
STATE OF CALIFORNIA
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS
2 FT
REQUEST FOR INSPECTION. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.)
= A. P. N.. 216 - 331 -24 MI? f
2. THE SOILS REPORT TITLED REPORT OF LIMI7ED GEOTECHNICAL WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO Of CUT AREA
OF CUT S.F.
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
INVESTIGATION, SKYLOFT SLOPE FAILURE, CAVAGNARO RESIDENCE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 6,345 C.F./1544.21 S.F.
= 4.11 SITE ADDRESS
1713 A Y ROAD. PREPARED AU
GEOTECHNICAL EXPLORA71ONS INC. SHALL BE CONSIDERED AS A CONSTRUCTION SITE ACCESS 1713 GASCONY ROAD
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) =
ENCINTAS, CA. 92024
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS A STABILIZED CONSTRUCTI SITE ACCESS SHALL B P ROVIDE FOR VEHICLES OF FILL AREA OF FILL
(S.F.)
CONTAINED IN SAID REPORT. N U IN GRE SS TERIALL SUCH PREVE S GRAVEL�AND/OR CORRUGATED STEEL 3,510 I 3,510 C.F. /1544.21 S.F. = 2.27
OWNER /PERMITTEE Q
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PANELS/PLATES.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE CONSTRUCTION VEHICLES RICHARD AND ELLEN CAVAGNARO
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 1713 GASCONY ROAD
CONJUNCTION WITH IMPROVEMENT PLANS. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED ENCINITAS,
CA 92024
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
GRADING. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. AND
EROSION CONTROL SKYLOFT HOMEOWNERS PROTECTION GRP (V
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED "ter POST OFFICE BOX #2022
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 1
LEUCADIA, CA 92024
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING J _
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE /
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. OWNER CERTIFICATE
/ �� ,_
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. ...r`A 36
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER ' f now THESE PLANS.
OR A LICENSED LAND SURVEYOR. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE ESTIMATED EARTHWORK
QUANTITIES
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL
HAVE A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 235 CUBIC YARDS EXCAVATION (CUT)
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
L )
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 1 � • k j y
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 130 CUBIC YARDS EMBANKMENT (FIL PARCEL 1
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL v THE IMPROVEMENTS. 1
05 CUBIC YARDS EXPORT (CUT)
REGULATIONS. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS _ _ _
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) UNNECESSARILY; THEY HELP DECREASE EROSION. - y GEOLOGIST HAS BEEN
OR WALL BE RETAINED TO SUPERVISE
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION OVER ALL
GRADING ACTIVITY AND ADVISE OF THE COMPACTION
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES_ EROSION SHALL w '¢
i AND STABIUJY OF TH SITE.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO o //
�� /�J
SHIELD AND BIND THE SOIL. �-- • ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ' Z RICHARD CAVAGNARO DATE TRENCH VOLUMES
OR ANY OVEREXCAVATION, IF
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING ACTIVITIES ARE COMPLETE. 10 ' r5 ` �.� /- //
/ REQUIRED BY SITE CONDITIONS
GRADING CONTRACTOR AND PERMITTEE. THE PREGRDE MEETING * t CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ELLEN CAVANA0 ATE
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
ADVANCE BY CALLING (760) 633 -2770.
ON -SITE CONSTRUCTION MATERIAL STORAGE 1 p ppp CIpgp EARTHWORK QUANTITIES ARE ESTIMATED FOR
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY • ` PERMIT PURPOSES ONLY. (CALCULATED ON
A
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE � �
cam_/ Z�c,�N Cowrm* 0. Da�LC7D� f1� 7 THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL l d
DUE TO SHRINKAGE OR SWELL FACTORS).
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT + f-
4 H OWNERS PROTECTIVE CORP.) DAIS
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE FOR ALL FUEL STORED ON -SITE. REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING I V //3 I f
' OPERATION. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. E Ipnt r NI
k DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
� % H E O ERs PROTECTIVE CORP. ATE AND RECOMPACTION DEPTHS.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE ` * ( )
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER 91A
! 6
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED E etw • `
,
RELEASE OF SECURITY AND PROVIDED SATING: 'T4 GRADING C
N 354 SHA G BE BARRIER AROOUND THE TI DEAD MATH A TEMPORARY SEDIMENT Thomas Bros Guide - s °� a °��I p 1147
- - - SOILS ENGINEER'S CERTIFICATE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE RI Y CI=A F_
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED TRAINING I, A OS A REGISTERED CIVIL ENGINEER IN THE STATE OF
AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE VICINITY MAP CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL EXISTING PROPERTY LINES
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
SUCH GRADING OPERATION. ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS T.B. 1147 CONDITIONS PREVALENT WITHIN
THIS SITE WAS MA BY ME OR UNDER MY EXISTING CONTOURS 255
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES DIRECTION BETWEEN THE DATES 511&0 AND ZZ - ONE COMPLETE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY COPY
OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PROPOSED CONTOURS - -2� -
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE CE OF THE CITY
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ENGINEER, ALONG
WITH UPDATE LETTER DATED I 1 11 06 FURTHERMORE, I PROPOSED INDEX CONTOURS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE WASTE MANAGEMEN RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
PROJECT HAVE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF BEEN INCORP IN IA GRADING PLANS AND SPECIFICATIONS. 2:1
FILL SLOPE MAX.
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE SIGNED-
IN HIS
CONSTRUCTED IN
ACCORD ACCORDANCE WITH A
THE APPROVED GRADING PLANS CONVEYANCE SYSTEM IS STRICTLY PROHIBITED CARRY THEM INTO THE RCE NO.: 34 Cl 2- 007 oQ
ROFESS /O,y 2:1 CUT SLOPE MAX.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR --- - - -��- ��' E. A CE F,
THEIR INTENDED USE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. EXP. DATE: o 0 9--- - - - - -- y
Q 9_P c LIMITS OF GRADING
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL J
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. w
No. 002007 i
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT GEOTECHNICAL
EXPLORATION, INC °C Exp. Oto� l * AREA OF SLOPE FAILURE
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 7420 TRADE
STREET 41 C 'F v%
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH SAN
DIEGO, CA 92121 `Iq ° TEcH � /
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MATERIAL. OF CAL�F� / DRAINAGE DIRECTION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT NOTIFICATIONS (858) 549 -7222
DRAINAGE AND EROSION CONTROL MEASURES HAVE SEEN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
EXISTING RETAINING WALL . . .
INSTALLED. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN 1 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
PROPOSED RETAINING WALL - DRILLED
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND TO N . APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A STATEMENT OF ENGINEER OF WORK PIER WALL WITH SOIL TIE BACK ANCHORS
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
ON OF
, PER STRUCTURAL ENGINEER (SEE SHT 4 -6)
SEARCH OF AVAILABLE RECORDS. TO THE BEST OUR
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS THE
UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER ID
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AND TO ORDER OUMPSTERS CALL. EDCO AT (760) 436 -4151. ON THESE PLANS HOWEVER: KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT R SHOWN SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE EXPLORATORY APPROXIMATE LOCATION
T
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT
THE WORK HP -3
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS APPROXIMATE LOCATION OF
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO RECYCLING RECEPTACLES AROUND THE SITE. MEASURES TO PROTECT ANY EXISTING UTILITIES
OR STRUCTURES REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PUBLIC ENTITY EXPLORATORY BORING
PERCENT. IT SHALL BE 111E CONTRACTOR'S RESPONSIBILITY TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S B -1
RESPONSIBILITY TO CONTACT THE F RESPONSIBILITY TO FOR THE PLANS PREPARED BY THE ENGINEER R NOT A DETERMINATION BY CITY
OF
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
CONTACT THE FOLLOWING OWNERS RS OF OF SAID UTILITIES OR ENCINITAS OF THE TECHNICAL SUFFFIGENCY OR ADEQUACY OF THE PLANS OR
DESIGN, AREA OF GEO GRID REINFORCED - �-•- -�
ACCORDANCE WITH SPECIFICATIONS. LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPONSI$LIIIY FOR THE PLAN
LOCATION O S SLOPE FAILURE REPAIR
SURFACES.
S N O F UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND OR DESIGN OF IMPROVEMENTS
BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOCAT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS, AND EMPLOYEES
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, WORK: FROM
PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED SILT FENCE -X X-
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL A. SEWERS - 'tf�
O WAS�iNA�'ti)' - (160) �s3 • D IPb ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 4rmlcT WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY THE WORK PERFORMED BY THE ENGINEER. PROPOSED GRAVEL BAG
o 0 0 0 0 0 0 0 0 0 0
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER B. GAS do ELECTRIC - SDGdrF (80W 422 -4133 - DIG ALERT
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE C. WATER - SDW) (!!oo) 422 - - P% ALOWr / PROPOSED
TEMPORARY 8' WADE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED E - SBC (800) 422 4133 - DIG ALERT BY: / EQUIPMENT
AND MATERIAL ACCESS
D. TELEPHONE -
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN `
ACCORDANCE WITH THE GRADING ORDINANCE. -�
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT STEVEf JONES DATE PROPOSED 10' WADE PRIVATE ACCESS
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AND MAINTAINENACE EASEMENT
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF pa �I
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 R.
0
HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. J
RCE 65124
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF PHONE: (760) 633 -2770. .°.'
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 1 P. 9/30/ OQASPALIaIlD ,III.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 3. THE CONTRACTOR SHALL GIVE 24 HOURS ALL 10E ON CALLS FOR
o5 3oM9 I s INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED 573 573 9ECO0 STR
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO BC t� PH
REJECTION AND REMOVAL.
LANDSCAPING sus 6� t L-ff Q ► �� � FAX ,
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
�- G ho 48
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL Av. Ab.�( v^VV .CM17 ENCINITAS FIRE PROTECTION DBST, SAN DIEGEPIIO YAM
DISTRICT PARKS & RECREATION PUBLIC WORKS DEPARTMENT CADIA WASTEWATER DISTRI
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND F7(P 1:a1rr
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. S ?S I'7 t2 10111 REVIEWED REVIEWED BY: RE BY: - - - ;
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL R.�,a` FGF I � L _
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION CAL � 2 �' t -- __ - - ���`
Y R
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. L1JZ>�C7 rl��•y�l�f [ LI Q7 Z
DATE: DATE: DATE: DA - DATE: A /V/ / 7
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK Sc" PLANNING & BUILDING ° Z81E0 er °�"•' B� ` ° a� APPROVALS
CITY' OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
JPC C.c IM6WAS& OF %"A" 1 f CI TY OF ENCINITAS CONTROL P If 1002 PLANS PREPARED UNDER THE SUPERVISION
OF RECOMMENDED k� APP D GRADING PLAN FOR:
•1P'�
DES N MONH 19 SC IN HORIZONAL N A BY: ) n f
- - LOCATION: WEST SI GASCONY ROAD -� � DATE: /q BY: -_ -- BY: __C 1713 GASCONY ROAD - SLOPE
FAILURE 354
0.25 MILES SOUTH OF IN OF �07 / /� R.C.E. NO. 65124 DAIS: 12/7 DATE: Lt�IL�O A.P.N. #216- 331 -24
- GASCONY do AMALFl DRIVE VERTICAL N STEVEN R. ES
- - D TE:
ELEVATION 313.68' NAVD88 EXP. 09 -30 -09 WORK PROJECT NO. $HEFT OF $
r
GRADING PLAN
GRAPHIC SCALE 1 " =5'
B' WIDE EQUIPMENT AND MATERIAL ACCESS I 0 5 10
I PORTION OF EX WALK, EX DECK AND
EX CONC SCALE TO BE REMOVED
AND RESTORED
APN: 216 - 331 - 23 OF GRADING UPON COMPLETION
N 65'4 "E_ 25
PROPERTY LINE
TW = 288.5 I
BW@FG 287 FOR AREA O UTSIDE TOFSEE
I
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HARDSCARE \� H P —4
EXISTING \
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I` ` — 331 -29
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` ° ° ° ° a ``' 3
° ° ° e LIMITS OF 7.5' WIDE PAD TO BE GRADED
APN: 216- 331 - 25
°
TW 288.5 TO FACILITATE CONSTRUCTION
1. = OF DRIL D PLEA WALL
e ° ° > ' tiV.4 BW @FG = 287
d
EXISTING ICE PLANT Q�n�
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APS, gutr,T- _�� APN: 216- 331 - 29
tizW W
NO. 5MI7
Ls DCINITAS, CA C OA.SfAL LAND SOL R "K. n 4a - EXP. 12-31-09 d
573 SEOW SWEET
4 /kGVII og �
PH (76M 23D-M REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINE G DEPARTMENT DRAWING NO.
CITY OF ENCINITAS CONTROL POINT # 1002 PLANS PREPARED UNDER THE SUPERVISION O RECOMMENDED APPR D GRADING PLAN FOR:
DESCRIPTION: WHITE— FD 3" USCdc S DISC IN 354-G
8'X8° CONC MON. STAMPED " WHITE, 1938 HORIZONAL ,• _ 20' DATE: << / o BY: DATE: BY: 1713 GASCONY ROAD
— SLOPE FAILURE
LOCATION: WEST SIDE GASCONY ROAD -
0.25 MILES SOUTH OF INTERSECTION OF R.C.E. NO. 65124 DATE: / O A.P.N. X216- 331 -24
GASCONY AMALFI DRIVE VERTICAL N/A STEVEN R. ES r
EXP. 09 -30 -09 WORK PROJECT N0. SHEET 2 OF
do B
ELEVATION = 313.68' NAVD88
E ROSION CONTROL PLAN EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
BRENT GARD NO WOA BOARD MEMBER) 760 - 943 -7066,
1 JAY HEISER GEI 858 549 -7222, oI;
N_ 65 "E 25.08' V = �+ a x I AV AT AL DURING THE RANYSEASOON. AL MADE
L
- -- o
PROPERTY LINE
2
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT RUNOFF TWO LAYERS OF GRAVEL BAGS
- I FACILITATE RAPID CONSTRUCTION OF WITH ENDS OVERLAPPED
a - __ \ CONVENIENT LOCATIONS TO
° v r '' \x TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
GAP
' N �\ 3 BETWEEN BAGS
- - -- m m k
?.$ =�� J PROPOSED SILT FENCE DEVICES SHOWN APPROVAL ENC
NSPE IFIED A SAS SPILLWAY
i y a •, ,}....: :e. _._. _ ' > >.._. x ',,, ','. _ _1" '��_ lam• k •'. ` I >��
ti m 1 x 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES DETAIL GRAVEL BAGS
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
_ AFTER EACH RUN OFF PRODUCING RAINFALL. NTS
� Z � ,. •, ,• �' -1 r 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
�
..% ) C ��' "� -; MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
cV UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE
FENCING TO
,_; H MAY ARISE. 4 BY 4 IN X10 BY 10 CM) THE POSTS.
\,, r ,•,
Z , WHIC TRENCH UP LOPE FROM AND
a ;} 6. THE CONTRACTOR SHALL B E RESPONSIB AND SHALL TAKE ALONG THE LINE POSTS. Q
Q ( d �, 1 I� •4Y' NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
} I t AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
' APN:
ALL EROSION CONTROL MEASURES PROVIDED PER TH
i ,� I a" k _- 216- 331 -29 7• E APPROVED
�
J GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
APN: 216 - 331 -24 t �, i l w FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
1 ) r DAY. �—
.
r ;, ;
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE N PLACE 4 IN (10 CM)
AT THE END OF EACH WORKING DAY WHEN THE FIVE ) DAY RAIN
5
`w I ' I tf # GRAPHIC SCALE 1 " =10' PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40�. SILT
x �� I AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. ATTACH THE FILTER FABRIC TO 4.
BACKFILL AND COMPACT THE
f ' THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
f ; t . ' 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INTO THE TRENCH.
:� a 0 10 20 30 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
-- -- - - -� f7 / l ti ' 1 PUNCHED STRAW INSTALLED N ACCORDANCE WITH SECTION 35.023
EXI TIN(' 1 �f( OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
4 T < T ICq PLA , 1 0 OF CALIFORNIA DEPARTMENT OF CONSERVATION. ` y FILTER FABRIC
�..
O } - -- _ - MIRE _
APN: 216- 331 -25 �`� y�� II,) PROPOSED SILT FENCE
PROPOSED GRAVEL BAGS DETAIL SILT FENCE
APN: 216- 331 -29 NTS
X
SECTION — A— A' SECTION — A— A'
DETAIL OF SLOPE REPAIR INTERIM GRADING DETAIL
AND PROPOSED WALL PER OF EQUIPMENT PAD
SOILS ENGINEER A AND PROPOSED WALL PER A
A A ' SOILS ENGINEER (East)
(West)
(East) (West)
Existing Conc. Drainage Swale
Existing Conc. Drainage Swale Exist
Exist B -3 (Projected) Upper Deck Exist
B -3 (Projected) Upper Deck Exist 30 Lower Deck
30 Lower Deck
a1
a) >
a'
0)1 29 J 29G- Loose B -2 Existing Retaining Wall
B -2 Exis nin 11
Loose (, � �'- _. Proposed 7.5' Wide Equipement Pad
c c Fill M for Construction of Drilled Pier Wall
Fill
C0 erpinn ng Medium Dense P pe nn ng Slope Failure
Medium Dense Pipe Slope Failure Fill Piles
c
c Fi11 28
m 28 Piles �,� �Geogrid- Reinforced Backfill
NO.
(D Gengrid- Reinforced Backfill
EXP 12-31 a� -
a3 (min)
o ` Debris Mound
> N' Debris Mound
Op CAL 1PQQ p �� B -1
n ? B -1 ro 27
A!� SVU.T t
Ex ist Co nc r ete
Exist Concrete L Brow Ditch
M
L f � ����� � �V � Brow Ditch � Nv ���
T N,utvsr Dw++c �` �"`" Torrey Sandstone Torrey Sandstone
Formation (TO
Formation (Tt) c 26 y'
5 t"7 1 1 c 26 O
Q .G. o
~ Drilled Pier Drilled Pier
+, M Wall per Strucutral
Wall per Strucutral M� S�• N'T• > Engineer
> EngineerR�"'� M, 25
�IQwI LU
� 25 �
a a `t+ w
N
40 No 85121 Medium Dense
Erp.09 /30/07 Medium Dense Fill
Fill
24
¢ 24 noh nw. oca Se agm
mW a b not m be ap mr Npd
rem. it" C, q r. rat m a ..a mr rqa -- -- w•oo••• ��• dr .�. a. VERTICAL SCALE 1" 10 '
= - - - - -- - - _ -
,,,.m • r ` ° ` °g° � a o. o�+ HORIZONTAL SCALE 1 " = 10 '
- V E R T I C A L SCALE 1 " = 10 - - - ------- ^°'. '�' ww•a °^.�"w"' me �:
oft m. AC ter tom W '� ""� "°"�` "•
oo p,,,,,„�0 ,, L" a ,,,,, � HORIZONTAL SCALE 1 " = 10 ' ° "°� °` "" ` " °d°9
CDAarALLAM SOLUTIM411, DW_
573 SEMND _ 23
\
it's \ 6CBQTAS, CA 4 23
'� j FH (760) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80
90 100 110 120 130 140
Y FAX Cam) 230 -6�6
Relative Horizontal Distance
Relative Horizontal Distance
REVISIONS APPROVED DATE REFERENCES DATE BENCRMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRII
AING NO.
CITY OF ENCINITAS CONTROL POINT 1 11 1002 PLANS PREPAR D UNDER THE SUPERVISION RECOMMENDED APPR EROSION CONTROL PLAN
FOR:
,gyp, DESCRIPTION: WHITE- FD 3" USC6c S DISC IN
j* suwr 8 "X8" CONC MON. STAMPED "'WHITE, 1938" HORIZONAL 1' - 10 DATE: N , / 11 707 BY: ,d BY: 1713 GASCONY
ROAD — SLOPE FAILURE 354- G
LOCATION: WEST SIDE GASCONY ROAD -
0.25 MILES SOUTH OF INTERSECTION OF R.C.E. NO. 65124 . , I _ ,-
GASCONY do AMALFI DRIVE VERTICAL N/A STEVEN =Es DATE: lZ/ a� DATE: 1 % =f A.P.N. #216- 331 -24
ELEVATION = 313.68' NAVD88 EXP. 09 -30 -09 WORK PROJECT NO. SHEET 3 OF 8
, �J
Ae5REV I AT I ONS STRUCTURAlm STEEL SPECI INSPECTION GENERAL NOTES
I. WOW SMALL BE IN ACCORDANCE WITH STEEL CONSTRUCTION MANUAL, CONTINUOUS INSPECTION BY A SPECIAL INSPECTOR IN ACCORDANCE WITH IYl1 UDC,
0 A L15 " ROUND SECTION lie], IS REQUIRED FOR THE FOLLOWRYs: I. THE GBERAL CONTRACTOR SMALL VERIFY ALL DIMENSIONS
AND CONDITIONS AT T4 4E
A.D. ANCH D LG. LONG REM NO. PER DESCRIPTION OF TYPE OF IN6F'EGTION DESIGN
OR OLT AISG, 9TH EDITION, AND THE UNIFORM DALDIG CODE, 1!>•!� EDITION. JOD SITE, MG SMALL D ND
E RESPONSIBLE FOR CONDITIONS OF ALL WORK AND
ASV. ABOVE 2. W SHAPE& : A67M A -992 (50 K.S.I.) MATERIALS, IK:L.UDINIG TWIO6E FIINI$WED BY SUB- GONTRACTORb.
ANY DUIGEPANCEb
LOI IT. LONGITUDINAL 3 DA6E PLATES, CONNECTION PLATES 4 MI6C: A$TMM A -36 (36 Kb.l.) CDC 1101.5 REWIRED, LOCATION, REMARKS, ETC.
SERENGTW
L ANGLE LT. WT. LIGHTWEIGHT AND/OR VARIATIONS SMALL BE DISOUGSW TO THE ATTENTION CF THE ARICHITECT
AND
A/C AIR CONDITIONING MAX_ MAXMMUR M 4. MACHINE BOLTS WITW CUT STEEL WASHERS: ASM A -301. I CONCRETE PLACEMENT AT TIE BACK ANC410R8
(PRE66URE 5000 PSI STRUCTURAL 043 EM
ALT. ALTERRNATE M.D. MACHINE DOLT 5. ANCHOR 8OLT6: AGM A -301. INJECTION) 4 GRADE BEAMS. 2. DETAILS SHOWN ON DRAWINGS
APPLY AT ALL LICE CONDITIONS.
ARCH. ARCHITECTURAL MITI MECWANIGAL b. BOLTS: ASTM A325 -$C 4 PLACEMENT, STRE$61NY 4 GROUTING OF I"W67011111 G STEEL
D.F. BRACED PRAI'"m MIN. MINIMUM 1. WELDIG ELECTRODES: E -10 SERFS. TENDONS 3. ALL MATERIALS AND WORKMANSHIP
$WLALL BE PERFORMED IN ACCORDAP CE WITH
BLDG. BUILDING MTL. METAL 8. BOLT HOLES: 1/16' OVERSIZED. HOLES IN BASE R6 MAY BE THE LOCAL STANDARDS AND THE
APPLICABLE PROVISIONS OF THE 200 EDITION
II BLOCKED (N) NEW OVERSIZED PER AI6C MANUAL. 13.1 'THE SOIL ENGINEER 16 TO VERIFY THE SITE CONDITIONS ARE T1E
DLKCs. BLOCKLOW ING NLG. NAILING S. WELDING: 'SHIELDED AMC PROCESS' U6ING CERTIFIED WELDERS, IN SAME A6 A6SfED N THE SOIL REPORT.' 113%
OF OF TAE C d.C. WHICH ADOPTS THE 1991 U.D.G.
BLW. BE O.C. ON CENTER ACCORDANCE WITH 'STANDARD CODE FOR AMC AND GAS WELDING IN 13.2 `THE SOIL ENGINEER 16 TO VERIFY THE
FOOTINGS ARE CARRIED TO DESIGN 4. WERE CONNTNNOU6 INSPECTI 1 6 REWIRED BY THESE PLANE, A REGISTERED DEPUTY
DM. BEAM O.W. OPPOSITE HAND BUILDING CONSTRUCTION' BY AMERICAN WELDING SOCIETY. THE PROPER REARING STRATA.'
OPNG. OPENING LOAD DEPARTMENT, B AND
D RESPONS T ARCHITECT AND LDING
D.N. BOUNDARY NAILING d PENNY 10. ERECTION: ALL STEEL SHALL BE FABRICATED TO FIT TOGETHER B.O.F. BOTTOM OF FOOTING
133 DA LL
tlNG DRILLING 1 INSTALLATION OF TIE-BACK ANCW40R6
R
BI B
G. EARING P'C. PIECE PLUMB AND THE IN THE FIELD WITHOUT ALTERATION. S. THE CONTRACT STRUCTURAL DRAI•NIWG6 AND
SPECIFICATIONS REPRESENT THE FINISHED
BT1M. BOTTOM P.G.C. PRECAST CONCRETE 11. TEST A325 -SC BOLTS WITW A CALIBRATED WRBNC',H UNLESS LOAD 13.4 DURUM PULL TESTING 4
STRESSING OF SCNL ANCAORS STRUCTURE, UNLE66 OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF
! PLATE INDICATOR BOLTS ARE USED. COMTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEAKMD N RCENARY TO
DTWN. BETWEEN PLYII PLYWOOD I. THE SPECIAL INSPEC:TICN6 LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS
DANK* FORMS
G • CAMBER P.T. PRESSURE TREATED 1P�P�L� REWIRED BY SECTION 106 OF THE UBC, AS AMEND MMEASARES 1.41L.L TN
ED. SPECIAL INSPECTION 16 NOT A PROTECT THE 6 GM A IRE, WN LADE, 0 , UT NOT BE LI OTHER PERSONS RACING S FOR
G.I.P. CAST N PLACE RWD, REDWOOD C)R I LLEC PIER StE611TUTE FOR INSIMECI N BY A CITY INSPECTOR. C4NI TRUCTION.
EQUIPMENT W40T 6WO B RING FOR THE BUILDING G TO DRAINING, SI•IOR FOR THE E FOR
C.J. CONSTRUCTION JOINT NFORC
REINF. REIING 2. CONTINUOUS DURING THE 16 ALWAYS IEQUIIED DUR THE }PERFORMANCE OF THE WORK CONS, CKIN
4 CENTER LINE REG]'D. REQUIRED I. ALL CONSTRUCTION HOP" SHALL COMPLY WITH THE REQUIREMENT OF UNLESS OTHERWISE SPECIFIED. W RK
HEN WO IN MORE THAN ONE CATEGORY K Y OF WO, , N POI E, ET , PLANKING, SA NETS , SUP FOR THE D DIR FOR
CLG. CEILING RIc ROOF COC24 CALIFORNIA BALDING CODE AND ACI 33698 - 93 DESIGN AND REMI ENds SPECIAL INSPECTION 16 TO B
PER
E FORMED SIMULTANEOUSLY, OR WORC AND WE OR SHE SMALL DE SOLELY THE CRANES AND GIN POLES ETC.. THE I RESPONSIBLE
SH41L ONRESPONSIBLE FOR SO R T AND SE A ND DIRECT THE
L. C411ILEAR CONS TRUCTION OF DRILLED PERU. R ALL CON6ITUCTION
CA-Ft. E MA60NlY W G1
IT S.G. 6 4EAR CONNECTOR GEOGRAPHIC LOCATION OF THE WORK 16 SUCH THAT IT CANNOT ISE CONTINUOUSLY MEANS, METNODB, TECWNIQUEB,
SEQUENCES AND PROCEDURES. OBSERVATION VI61T6 TO
G 6-TED. SCHEDULE 2. ALL EXCAVATION SHALL FOLLOW C41-0614A GUIDELINE FOR OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF URIC SECTION
1101.6.1, IT 16 THE THE SITE BY THE ARCHITECT OR THE ENGINEER SMALL NOT CONSTITUTE O'
INSPECTION
COL. CCOLUMN II CRETE 6HTG. 6H Co EATWN SAFETY PURPOSE. AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS
TO AORM THE ABOVE ITEMS.
CO CON NJ. CON CCRI TIC>rl SIM. SIMILAR 3. PIER DRILLING OPERATIONS SHOULD BE PER FORMED U•DER THE THAT ALL WORK 16 INSPECTED
IN ACCORDANCE WITH THOSE PROVISIONS. 6 �E DRAHII SHOW ONLY REPRESENTATIVE AND TYr4C:AL DETAILS TO A6616T THE
GO
CO S CONSTRUCTION 5IM6 6HEET METAL SCREW CONTINUOUS OBSERVATION OF A GEOTECHNICAL EGINNEER TO CONFIRM 3. THE SPECIAL INSPECTORS MUST OE
CERI9990 BY TIE CITY OF JURISDICTION TO PERFORM CONTRACTOR THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. ALL
C.ONT. CONTINUOUS 6.O.G. SLAB ON GRADE THE PENETRATION INTO FORMATION "I-S. THE TYPE OF INSPECTION SPECIFIED.
ATTA0I104T6, CONNECTIONS, FASTENINGS, ETC. TO BE PROPERLY SECURED IN
CSK COUNTLW61NK �CaUA 4. REINFORCING STEEL SHOULD SE PLACED IN A SHAFT EXCAVATION AFTER
E CONFORMANCE WITH DEBT PRACTICE, AND THE CONTRACTOR 16 RESPONSIBLE
8 6 FOR
DIAMETER
DE Cs
L. DOUBLE STAG. 6TA4GERED THE GEOTECW @R NICAL CNGIN HAS GOh1PLETED 46 OBSERVATIONS AND a. 601 �� INSP 15Y THE E OF RECORD
PROVIDING AND INISTALLNG THEM.
DIA. DIAMETER STGRD. STAGGERED HAS APPROVED PLACEMENT. FOLLOWING APPROVAL OF THE b. SMOKE CONTROL SYSTEM, BY THE MEGH4WIGAL ENGIEElC OF
IEGOIlD. 1. THE CONTRACTOR 6HALL BE RESPONSIBLE FOR SELECTING METHODS OF DE'1OLITION
DIAG. DIAGONAL STIFF. STFMMR EXCAVATION, THE REINFORCING STEEL SHOULD BE CENTERED IN THE 60 THAT THE REMAINING STRUCTURE
WILL NOT BE "PAIRED OR DAMAGED.
DO, do DITTO 6TL. STEEL HOLE AT TIE CORRECT POSITION AND ELEVATION U6IG SPAS AS c. WEN WAIVED BY THE BUILDING OFFICIAL.
DWG. DRAWING 6TR. STRUCTURAL NECESSARY, RERFOR EEL CING ST SHOULD NOT TOUCH TIE SIDEWALL OF 4. IT 16 THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR i. ANY ElrilelllNG DESGN PROVIDED Dl 011!116 AND SUBMITTED FOR REVIEW SMALL
AWL DOWEL 61WJJCT. 6TRUCTURAL THE EXCAVATION AND SHOULD BE COMPLETELY ENCASED IN CONCRETE P46PECTION ACGENCY AT LEAST ONE WORKING DAY
PRIOR TO PERFORMING ANY NOW THAT BE SIGNED AND SEALED BY A STRUCTURAL OR CIVIL EVGlEIER EEGISTERED IN
(E) EXISTNG T 4 D TOP 4 BOTTOM USING APPROPRIATE SPACE1 AS NECESSARY. MIN91 M CONCRETE PNMN06 SPECIAL INSPECTION.
CALIFORNIA
EA. EACH T SG T
APERE STEELILGERM S ALL C T H E UL SA MAINTAINED. � L RE� 5. S. WALL OF INSMCTOORb THA 16
REMOVAL EXPOGURE AT COST REIN PORCEM CONCRETE
E.F. EACH FACE
E.J. EXPANSION TWO. THREAD JOINT a. THE MINIMUM 28 DAY GOIMPIE661VE STRENGTH SMALL DE 5000 1.8.1. TO THIS JURISDICTION. EL.
WR IGHT EL. ELEVATION (DATUM) T.N. TOE NAILING '1ENT 6 PORTLA D CE ALL CO TO A6M CEO, TYPE V. 6. A CERTIFICATE OF SATISFACTORY
COMPLETION OF WORK REQURIYG SPECIAL INSPECTION ( R"ULAR WR IGHT 145 PCF
ELEC. ELECTRICAL T.O.G. TOP OF CONCRETE b. MAXIMUM A001EGATE SIZE SHOULD DE 3/4 N. (15 mm) MAT B
OD
E SUBMITTED TO THE FIELD INSPECTION DIVISION. I. ALL CONCRETE CONSTRUCTION GRALL CONFORM WIT14 CHAPTER 1D OF
THE CE AND
ELEV. ELEVATOR T.O.F. TOP OF FOOTING WITH THE PROVISIONS OF AGI 31b, LATEST ADDITION.
EMBED. EMDEDMENT T.O.P. TOP OF PARAPET c. ADEQUATE RETARDER TO PRODUCE A 5 IN. (121 www) OR GREATER ,n
R ILLEG IN/EPDXY ANCHOR
E.N. EDGE NAILING T.O.S. TOP OF STEEL SLUMP AFTER 4 HOURS. THE TYPE OF RETARDER SHOULD BE 2. CONGETE MIXES SHALL
BE DESIGNED BY A C LILP49P TESTING LABORATORY AND
E.S. EACH SIDE T.O.W. TOP OF WALL APPROVED BY THE ENGINEER /�. II�� P� 11 APPROVED BY THE STRUCTURAL EER.
AL ENG MIX DESIGN METHODS (TEST HISTORY OR
E.W. EACH WAY TRANS. TRANSVERSE NONE SPEY I T' I ED / TRAIL BAT ME TWID) PER CO SECT ION 15069 SHALL BE USED TO PROPORTION
EXIST. EXISTING TS STRUCTURAL TUBING 6. TWE PIER EXCAVATION $140" BE FILLED WITH C24CFAM WIT14N 24 (CONTRACTOR TO NOTIFY ENGINEER PRIOR
TO USE) C44CPM SUBMIT MIX DESIGN METHOD DATA.
EXT_ EXTERIOR TS (TUBE STEEL) WIOUR$ AFTER TWE EXCAVATIONS AM COMPLETE. PLACEMENT OF I. ALL ANCHORS SMALL BE ICDO APPROVED.
3. CONCRETE 6TPO4 GT146 FOLLOWING TABLE 6TO04ST14 SHOWN IN THE FOLLOW TABLE IS
FIN. FINISH TYP. TYPICAL CONCETE 6WOULD BE MADE FOLLOWING APPROVAL OF ?FE
FLG. FLANGE UNBLK0.IU CNDLOKED EXCAVATION BY THE GEOTEC44NICAL ENGINEER AND PLACEMENT OF 2. ALL ANCHORS SMALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S THE MINIMUM CONIPRE661VE 811RENGTH AT 28 DAYS AND 11E SLUMP IS THE MAXIMUM IN
MLR. FLOOR U.O.N. UNLESS OTHERWISE NOTED REINFORCING STEEL. PER EXCAVATIONS 6WOULD BE CLEAN MORE APPROVED RESEARCH REPORT.
INCWE6. ITEM OF OTIM42TW SLUMP MAX W/IN
F.N. FIELD NAILING (V) VERTICAL THE START OF CONCRETE PLACEMENT. THE BOTTOMS 6HOU -0 BE 3. DRILLED N CONCRETE STUD ANC440M SMALL BE:
CONSTRUCTION 2MU (INC4l0) RATI
FIND. FOUNDATION VERT. VERTICAL SOUNDED WITH TWE WEKGWTED TAPE AFTER THE STEEL PLACEMENT WILTI KBII ICDO'M621 SOIL
ANCHORS 5000 4 0.50
F.O. FACE OF W.P. NOW, POINT AND JUST PRIOR TO CONCRETE PLACEMENT. ALL CONCRETE MUST BE
GRADE BEAMS 5000 4 0.50
PLACED WITHIN THE TIME LIMIT DARING WHICH TWE EXCAVATION 4. DRILLED CONCRETE SLEEVE ANCHORS SHALL DE:
F.O.G. FACE OF CONCRETE W/ WITH NON- a~ 5000
F.O.M. FADE OF MASONRY Uwe WELDED HEADED STUD REMAINS GLEAM AND STABLE AND THE CONCMrE REMAINS FLUID., SI1PSON DROP -IN ANCHOR
ICDO MR -3631
F.O.S. FACE OF STUD WT. WEIGHT PLACEMENT SHOULD NOT BEGIN UNTIL ADEQUATE CONCRETE SUPPLY SIMPSON SLEEVE -ALL ICBO MR -3631
4. REINFORCING STEEL: A6M -A66, GRADE 60 9 AND LAWiER, A10i FOR ALL
F.P. FULL PENETRATION WTS WELDED TWREADED STUD 16 ASSUMED. WILTI 451- ICBO 9861 WELDED REBAR
PRI•MCG. FRAMING W.W.F. WELDED WIRE FABRIC DE SIGN CRITERIA. I99I U.D.G. 4 200 C.B.C. 5. EPDXY GONNA ANC �
5. coNCETE PROTECTION FOR'EIFORCEMENT. THE FOLLOWING MINIMUM CONCRETE FTG. FOOTING 61IP60N ACRYLIC TE#AST -PAC COO FER -5191 COVER SHALL BE
PROVIDED FOR REINFORCEMENT: MN. COVER
F.V. FIELD VERIFY 6111 'SET' EPDXY ICBO 9ER -5219 A.) C40NCETE CAST AGAINST AND (RNCFEi)
I. FOIJNDATION6:
GA. GAGE TT EPDXY ICBO 0 4946
FOUNDATION DESIGN BASED ON SOILS REPORT PREPARED BY SIMPSON PERMANENTLY EXPOSED TO EARTH 3
GALV. GALVANIZED B.) CONCRETE 4 5 WY-60 ICBO P.L3 ETE EXPOSED TO EARTH
GEOTEGHNIGAU- EXPLORATION, INC. DATED A1JGU6T 22,20M 4 WILT[ WIT WY-
CsL GLUED LAMINATED BEAM UPDATE LETTER: DATED JANUARY II, 2 006 ( PROJECT NO. 05 -MJ14) WILTI 1 EA RESIN ICD 016 O 0 4
OR � i T� GN NO. li EAR 2
GILD GLUED LAMINATED BEAM 6. UNJ1N6 OTIIERWNE 6401-K PROVIDE A MINIMUM OF 6 DIAMETER EDGE DISTANCES AND
CsRD. GRADE a. BOND 61MMT14 OF TIE DACK6 • 2¢00 POUNDS MR LIEAR FOOT 12 DIAMETER SPACING OF ANCWIOR6. NO. 5 DAR AND
SMALLER 1 Vt
(W) HORIZONTAL b. ANCHOR LOAD TEST m 33% OF DESIGN LOAD C.) CONCETE NOT EXPOSED TO
HORI,Z. HORIZONTAL c. ALLOW GRADE REAM BEARING PM66AM 1,500 PSF 1. BFIOT PINS (POWDER ACTIVATED FASTENERS, .11 IN. DIAMETER 6WAUVC
MINIMUM) WEATHER OR IN CONTACT WITW
HDR. HEADER WILTI ICBO 43" GRIOU DS
RAMJET
WD HOLDOWN �� � N 11 BAR ��
SMALLER 3/4
W.D.G. HOT DIPPED GALVANIZED S. CONCRETE WEDGE ANCHORS BEAM, COLD !N:
HDR. HEADER ITW RaU•WIRED HEAD PRIMARY REINFORCEMENT,
HKsR:. HANGER TRLBOLT ICCO 9312 TIES, STIRRUIPS, SPIRALS 1 I/2
WT. WEIGHT WILTI KWIK BOLT II ICDO 0 4621 6. ANC44OR B OL T6 A ND DOW ELb: SE HE LD N PLACE NRIOR TO PLACING
HNT.D. NTTE OR TH DOLT bI`1P60N WEDGE-ALL 10150 FER -3631 1. VIERTICAL REIFORCE•!NT SMALL BE WITH
i DOWELED TO THE SUPPORTING MEMBERS WITH THE
JT. JOINT SOIL TIE 5ACK �4NCHORS
SAME SIZE AND SPACING OF REIIFORCE'ENT AS GALLED MR IN TUNE DRAWINGS OR
I. THE CONTRACTOR SHALL PROVIDE THE 601L TIE BACK AbICWIORING SYSTEM STANDARD NOTE6.
(HEREINAFTER R@ERIIED TO AS TUNE A rA40R6) WHICH CONFOI INS TO TUNE DESIGN 8. SPLICNE6 IN REWORCING: THE MMI'I91 LAP
SHALL BE TENSION LAP SPLICE CLA66 'B'
REMIIEMENT6 $HOW N ON THE PLANS AND TWE TESTING RIEQUNEM E NT6 SPECIFIED WERE PER 6CHEDULE.
K ANCH4OR PLATES, HEX NUTS, COUPLER NUTS, AND WASHERS SMALL BE MANUFACTURED 9. SLAB REINFORCING: SPLICE TOP DARE AT MID
SPAN.
BY DYWIDAG 6Y6TR16 INTERNATIONAL, USA, INC. 320 MARIMON DRIVE, DOLINGDROOC IL. SPLICE BOTTOM BAILS AT MR'PORCTB.
60440, 1630)139-1100, UNLE66 APPROVED BY ENGINEER. 10. MINIMUM DEARINi ON WALLS: FULL THICK OF WALL, OR 12' MINI'IRM.
FOR BEAMS,
2. 1' • DYWIDAG TWIEADDAR $WALL CONFORM TO A61M 60 (121.5 Ups), AND SHALL DE 6' FOR SLABS.
DOUBLE CORROSION PROTECTED. II. SPACER TES. f1UR N16H 9 TES AT 24' N ALL BEAMS AND FOOTINGS, UNL.E6 OTIERRMNISE
Al'NCWIOR PLATES, HEX NUTS, COUPLER NUTS, AND WASWERS SWALL BE MANUFACTURED DY 6WCW IN DETAILS.
DYWIDAG SYSTEMS INTERUTION AL, USA, INC. AND SMALL BE MELD PROTECTED ACG4I1H6T 12• SEE AACITECIU RAL, MECHANICAL AND ELECTIOCAL
DRAWINGS FOR LOCATIONS OF
CORROSION PER MANNFACARERS IECCMMIENDATICN6 PIPES, DUCT6, VENTS AND 611MILAR OM*"
3. THE ANCHOR6 SHALL IN INSTALLED IN ACCORDANCE WITW THE MANUFACTURER* S• 3/4' ON ALL EXPOSED INDUCERS.
RECOM M11MATION6. IN TUNE CASE OF CONFLICT BETWEEN TUNE MANUFACTURE" 14. REIFIORCING 67M SWOP DRAWINGS AND PLACEMENT DRAWINGS:
REVO4M BY THE
RECOMRMBNDATIONN6 AND THESE SPECIAL PROVISIONS, 043 HER 6MALL BE NOTIFIED. ARCHITECT BEFORE FABRICATION.
4. MOLES $BALL DE DRILLED, DOZED, OR CORED N TUNE NATURAL FOUNDATION MATERIALS. S. PROPOSED LOCATIONS OF ANY CONSTRUCTION
JOINTS IN SUPPORTED SLAD6 AND WALL
pRLLING AND CORING SMALL BE TIE DRY METHOD. WIOLE6 6HALL DE CLEANED TO SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL
PRIOR TO CONSTRUCTION.
REMOVE MATERIALS RESULTING FRIOMM DRILLING, BORING, OR CORING OR ANY OTHER 16. THE ARCHITECT SHALL BE NOTIFIED 24 WCAM
IN ADVANCE OF ALL CONCRETE
MATERIALS THAT WOULD IMPAIR THE 6TRIIII OF TWE ANCHORS. T1E USE OF WATER R
FOR CLEANING WME6 IS NOT PERMITTED. CARE SHALL BE EXERCISED IN INSTALLING M. NO BAC04LL $HALL BE PORED AGAINST ANY
WALL UNTIL THE WALL HAS REACHED FULL
ANCHOR ASSEMBLIES N DRILLED WOLE6 TOTI4E END THAT FOREIGN MATERIAL WILL NOT STRENGTH AND THE CONNECTING SLA956 (WWlRE OCCUR)
HAVE BEEN CAST AND WAVE
BE DRAWN OR DISLODGED INTO THE HOLE. CENTRALIZERS SHALL DE USED WITHIN THE AL60 REACHED ROLL STRENGTH.
INFORM STTRJCTTUR E�NGHM A CoEOTEEC44NC -AL SMA LL IMMEDIATELY UNDER THIS STRUCTURAL OSSERYAT I ON
SITUATION FOR A NEW DRILLING LOCATION. STRUCTURAL OBSERVATION SMALL DE PROVIDED BY DUNN 6AVOE INC. (RWETT M. "YOE,
5. TUNE CEMENT CONTENT OF THE ANCHOR GROUT SHALL NOT BE LESS TWIN 846 L156/CX. P.E.) IN ACCORDANCE WITHIN SECTION 1102
Of TIE INFORM BUILDING CODE FOR THE
TWE MAXIMUM WATER CEMENT RATIO SHALL BE 030. THE MINIMUM 28 DAY COMMM661YE FOLLOWING:
ST1W4TW $HALL DE 5000 PSI. PORTLAND CEMENT SMALL CONFORM TO A61M C 150, 1. PRIOR TO POURINCs FIRST GRADE BEAM
TYPE V. FIE AGGREGATES, F USED, SHALL CONFORM TO ASTM C 33. ADMIXTURE SHALL 6TRUCTU1111AL OBSERVATION BY TUNE STRUCTURAL
ENGINEER OF RECORD OR TUNE
CONFORM TO A67M A 494 AND SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED ARICNITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN
OR THE ASSIGNEE SMALL BE
MINIMUM CEMENT CONTENT. ADMIXTURES CONTAINING CWLOWPE6 64ALL NOT DE USED. pR,&ADED FOR MOMENT FRAME C4NECTICN6 PER CDG
SECTION 1102 AND 220
GROUP MIX DE6KGN 6HALL BE SUBMITTED TO TUNE STRUCTURAL ENGINEER FOR REVIEW
PRIOR TO PLACING ANY GROUT. THE STRUCTURAL ENGINEER OF RECORD OR THE AICCNITEGT RESPONSIBLE FOR TWE
6. GROUT FOR ANCHORS SHALL BE PLACED AND CONSOLIDATED BY ANY METHOD TWAT 6TRUCTURAL DESIGN SMALL SUBMIT A WRITTEN STATEMENT
TO THE FIELD INSPECTION
WILL RESULT M A COMPLETE, DENSE ANGHIORACGE SYSTEM WITHOUT VOIDS. DIVISION STATING THAT THE SITE VISITS HAVE BEEN MADE
AND WWETHER OR NOT
OBSERVED DEICIENCE6 WANE ON CORRECTED TO CONFORM WITH APPROVED PLANS
1. TWE FIRST TWIEE ANC44M AND 24 OF THE REMAINING ANCHORS $HALL BE 4 SPECIFICATIONS.
PERFORMANCE TESTED. TWE REMAINING ANCHORS SMALL BE PROOF TESTED TO 1.33 TIMES 6TRUUCIURAL OBSERVATION 16 REQUIIND IN ADDITION
TO ALL OTW W INSPECTIONS
THE DESIGN LOAD (51.0 KI1 TWE TESTING $WALL BE PERFORMED IN ACCORDANCE WITH
THE TESTING PROCEDURES IN RECOMtEMDATI" FOR PRE STRESSED MOM AND SOIL 6TRUCTURAL OBSERVATION MEANS TWE VISUAL OBSERVATION
OF THE 61RRUCTURAL SYSTEM,
I I ANC40R6 (THIRD EDITION, 1896) PUBLISHED BY THE FOOT- TENSIONING INSTITUTE. FOR GENERAL CONFORMANCE TO T1E APPROVED
PL." AND 6PECFICATION6, AT
ALL AN1C44OR TE&TINCs AND THE PLACEMENT AND COMPACTION OF TWE BACKFILL SHOULD STR UCTURAL CONSERVATION STAGES AN D AT CO MPLETION
OF TUNE STRUCTURAL SY
�� .• 5�� •� OBSERV ED b S ECTION We, 1102 OR OTHER SECTIONS S CODE.
U� DE PEI'>FORED ADER THE OBSERVATION OF THE U�%KGNED GEOTECWNK.AL ENGINEER.
w `T I T 16 TWE RESPONSIB 0 T C40NTRACTOR TO RECIUEST STRUCTURAL OBOE Im
THE ENGINEER. THE A SHALL GIVEN GG VEN A MINIMUM OF 24 W40URI5 NOTICE Y THE DY
DUNN SAVOIE INC. / :_ .4$ $ CONTRACTOR PRIOR TO PERFORMIG 6TRUCTURAL OBSERVATION.
Structural Engineers - `� f A STATEMENT N WRITING WILL B IG E PROVIDED TO T4E BUII OFFICAL, STATIC
THAT THE
TE VII •: Iv. A1 jv� D4rNE O5m? e�@►N c c� TOO
o ORrM AND APPROVED PL D C ICCA TIONS. WAVE 908 S. Cleveland St.
Oceanside, CA. 92064 �� �� •; • �! +a++ri
Phone (760) 966 -6366 �jf •''••••• '' EO�� S'1?►N'7
Fax (760) 966 -6360 OF Ck mllp•11- R. -a •,E . CAU.
1I DSI @SURFDSI.COM
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY °RRWB BY CHECKED APPROVALS
CITY OF ENCINITAS ENGINEERING
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