2006-73 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTION ACTIVITIES LOT 8 OF BLOCK
31 iN ENCINITAS TOWNSITE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS HERE OBTAINED BY A CITY OF ENCINITAS
COUNTY OF SAN DIEGO, STATE OF
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CALIFORNIA,
ACC6kDING TO MAP NO 148 FILED JUNE 12, 1883
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOU
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
A.P.N.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO 258-152-08
REQUEST FOR INSPECTION. WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
" MEASURES TO PROTECT ANY EXISTING UTILITIES STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SI TE
ADDRESS
2. THE SOILS REPORT TITLED �pCOTE AL INV£STI LOCATED AT THE WORK SITE. IT IS THE CNG RES P IBILITY TO CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION.
AND EVAL UATION NEW RE - !� __►�I _- __N. _ _ RESPONSIBILITY TO CONTACT THE FOL.LOWMNG RE S P O NS IBILITY 760
3rd STREET
L OCAI D AT 760 - 3RD STREET CITY OF ENCINITAS _ CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONSTRUCTION SITE ACCESS
ENCINITAS, CALIFORNIA 92024
CA w PREPARED BY ENGINEERING DESIGN GROUP_ STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
DATED 12/14/2W5 - SHALL BE CONSIDERED AS A WORK: EGRESS STABILIZED CONSTRUCTION SIZE ACCESS SHALL BE PROVIDE FOR VEHICLES �
OWNER FERMI TTEE
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
OWNER S CER T/ F/ CA TE
ACCORDANCE WITH THE RECOMMENDAT IONS AND SPECIFICATIONS A. SEWERS - ESD (800) 422 -4133 - DIG ALERT NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR
CORRUGATED STEEL STEPHEN P. WHITE
CONTAINED IN SAID REPORT. PANELS/PLATES. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 5937 DARWMN
COURT 1100
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES THESE
PLANS. CARLSBAD, CA 92008
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES NOR OF C. WATER - SDWD (800) 422 -4133 - DIG ALERT (760)
931 -1130 ext 101
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING,
VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
CONJUNCTION WITH IMPROVEMENT PLANS. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ADDITIONS TO THESE PLANS 041CH
THE CITY ENGINEER DETERMINES
E CABLE TV -COX (800) 422 -4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF ESTIMATED
EARTHWORK QUANTITIES
THE IMPROVEMENTS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE EROSION CONTROL 120 CUBIC YARDS EXCAVATION (CUT)
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFIiCE 48 160 CUBIC YARDS EMBANKMENT (FILL)
HOURS PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED I HEREBY CERTIFY
THAT A REGISTERED S ENGINEER OR 40 CUBIC YARDS FILL
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PHONE. (760) 633 -2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
BY INSTALLING GEOLOGIST HAS BEEN OR WILL BE RET SUPERVISE
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
• ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SH GIVE 24 HOURS NOTICE ON CALLS FOR OVER All GRADING
ACTIVITY AND ADVISE THE COMPACTION \`
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AND STABILITY OF THE SIZE. TRENCH VOLUMES OR ANY OVEREXCAVATION,
iF (v�J
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE: (760 633 -2770. ALL WORK PERFORMED REQUIRED
BY SITE CONDITIONS
WMTHOUT BENEFIT OF INSPE IMLL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR REJECTION AND REMOVAL. , / CONTRACTOR SHALL
SATISFY SELF THAT ESTIMATES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE e
5 - / 1 7 / U 0 (P ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SOILS ENGINEERS CER TI F/ CA TE CONSTRUCTION 97E. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION
OR A LICENSED LAND SURVEYOR. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DATE EARTHWORK QUANTITIES
ARE ESTIMATED FOR
CALCULATED ON A
CALIFORNIA, PRINCIPALLY DOING BUSINESS 1N THE FIELD OF A Y.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 1, ERIN B KIST STEPHEN P. WHITE PERMIT PURPOSES
ONLY. A REGISTERED CIVIL ENGINEER IN THE STATE OF 5937 DARWIN COURT /700
SAFETY DEVICES, INCLUDING SHORING, AND SHALL APPL S01f REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
THEORETICAL BASIS ACTUAL QUANTITIES MAY VARY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PRO,ECIS SHALL BE CONDUCTED
IN PHASES TO AVOID UNNECESSARY REMOVAL CARLSBAD, CA 92008 DUE TO SHRINKAGE OR SWELL FACTORS).
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND COND177ONS PREVALENT WM1HIN THIS SITE WAS MADE BY ME OR UNDER MY OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS (760) 931 -1130 ext 101
REGULATIONS. DIRECTION BETWEEN THE DATES li/e5 AND 'tLO ONE COMPLETE UNNECESSARILY; THEY HELP DECREASE EROSION.
REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF W2) RECOMMENDATIONS, HAS BEEN SUBMMTTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST BE
PLANTED ON SLOPES OR WHERE CONSTRUCTION AND RECOMPACTION DEPTHS.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL N T BE ENGINEER, FURTHERMORE, 1 iS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST -
GROWING ANNUAL AND PERENNIAL GRASSES TO
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROTECT HAVE SHIELD AND BIND THE
SOIL.
BEEN INC ORATED IAL GRADING PLANS AND SPECIFICATIONS. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
LEGEND
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SIGNED: - GRADING ACTIVITIES ARE COMPLETE.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE - -----
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, Q IRo`'ESSi o SD.R.S.D. - SAN DIEGO REGIONAL
STANDARD DRAWINGS
GRADING CONTRACTOR AND PERMI77EE. THE PREGRADE MEETING RCE NO.: __ b5122 _����__�_ �e ���N E. q� �q�� WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
_
PROPERTY BOUNDARY
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
WI
ADVANCE BY CALLING (760) 633 -2770. EXP. DATE:�'bl__ CO ON -SITE CONSTRUCTION MATERIAL STORAGE EXISTING CONTOURS
- - - - - --
- - - ~ -- 6 NO. 65122 z M
uj ON MATERIALS TO ANY a: Ex gI30 /p am STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
10. PRIOR TO HAULING DIRT OR CONSTRUCTI
PROPOSED CONSTRUCTION SITE WITHIN ON PROJECT THE * a' � ; AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
EXISTING SPOT ELEVATIONS
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE C1V1 STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
ENCINITAS BLVD `� 30)
FOR ALL FUEL STORED ON -SITE.
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER �OF CAC1F o
SHALL COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE
CITY ENGINEER MAY IMPOSE WiTH REGARDS TO THE HAULING STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE Z
"C" ST EXISTING RIGHT OF WAY RIW
OPERATION. BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER < 3
SAN DiEGUiTO WATER DISTRICT FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED U EXISTING EDGE
OF PAVEMENT - --
if. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WiTH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT p
D ST ~
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 1, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES` NOT BARRIER AROUND THE
PERIMETER AT ALL TIMES. CENTERLINE -
RELEASE OF SECURITY AND AS- GRADED CERTIFICATION SHALL BE CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION -
PROVIDED STATING. THE GRADING UNDER PERMIT NO. 0073 -G OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND t'' "E
ST DRAINAGE DIRECTION
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING 5
O
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 4 F ST Z AREA DRAIN
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE 2, ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., CONTRACTORS EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF N
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS DRAIN PIPE (SIZE AND TYPE PER PLAN)
SUCH GRADING OPERATION. SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP
NOTES SI TE "G' ST
12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE
WORKING ON SITE. THE PROPERTY CONCRETE RETAINING WALL PER RSD C -4
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO OWNE'R(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS BY SAN DIEGUITO WATER DISTRICT. "H ST PLANTERIWLDING
WALL PER ARCHITECT
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WASTE MANAGEMEN
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR PCC
DRIVEWAY
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE WATER SERVICE PER WS -01 W
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE WATER CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS FACILITIES �DO NOT S MEET STANDARDS,
THEN A SH Y SHALL IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. n
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL
BE DISCHARGED INTO STORMWATER. VICINITY MAP SEWER SERVICE PER RSD S -13
THEIR INTENDED USE. BERMSIDIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL NOT TO SCALE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN S RUNOFF. DUMPSTERS SHALL
BE CHECKED FREQUENTLY FOR LEAKS.
WM
POSITIVE DRAINAGE AND PREVENT PONDING PARALLELING WATER SERVICES. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS THOUT
SURFACES TO PROVIDE
OF WATER. HE SHALL POS117VE SURFACE WA TER AND AVOID LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
DAMAGE 70 ADJOINING PROPERTIES OR 1O FINISHED OF AV ID THE 5. MIN IMUM
FIRE HYDRANTS SEPA DIEO 10-F ET REQUIRED COVERED WITH TARPS IN ORDER TO AVOID RAiN CONTACT WITH ANY TRASH STATEMENT OF ENGINEER
OF WORK BMP GRASS LINED SWALE AND SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION VAULTS THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE ENGINEER BMP LANDSCAPE AREA - NOT TO BE
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
AN D 10 BE PRIVATELY MAINTAINED
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK A DIFfED WITHOUT PERMIT FROM CITY
INSTALLED. AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN
PERFORMED HEREIN SHALL BE iN ACCORDANCE WITH THE RULES AND REGULATIONS AN
14. ALL AREAS TO FILLED SHALL BE PREPARED 70 BE FILLED AND FRONT OF THE PARCEL THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
MIFORMATiON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS RENEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY
FILL SHALL BE PLACED IN ACCORDANCE WMTH STANDARD WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS FOR THE
PLANS PREPARED BY THE E NGINEER IS NOT A DETERMINATION BY THE CITY OF
SPE CIFICATIONS.
TERIAL SHALL REMOVED VEGETA THE ONTRACTOR 09JEC77ON SHEET INDEX AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. AND ENCINIT DOES
TECHIN SUFFFICIENCY OR ADEQUACY OF THE PLANS OR
REL THE ENGINEER OIL RESPONSIBILITY FOR THE PLANS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
1)
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 2 TITLE SHEET RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO GRADING AND DRAINAGE PLAN FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS,
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 EROSION CONTROL PLAN PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND WITHIN COURSE
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE RFORMED BY
THE ENGINEER.
ACCORDANCE WITH SPECIFICATIONS. SURFACES,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
/
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL BY.
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE DOU A E. LOG DA
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WiTH THE GRADING ORDINANCE. RCE No. 39726
f�E�I
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL a:X'P (t,-V -61-7 S _ (,( (�-�
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF ~ A --
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 132 N ENGINEERING ` Z ,
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 132 N EL CAlINO REAL, SUITE N Cam _
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ENCINITAS, C CA 92024
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
LANDSCAPING '-*�CALIF�
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ENCINITAS PUBLIC WORKS ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO
WATER DISTRICT Ess,
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. Civil Engineering
RENEWED BY: REVIEWED BY. REVIEWED BY: Land Planning �OC
2. FINISH GRADING AND PLANTING tructural NG SHALL BE ACCOMPLISHED ON ALL
F o a p. 12/
�
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION `
•Surveying � Exp. I2 /3 =
/a7
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. �_ �• S u,`pG eft S� /d�G
DA DA DATE 132 N. El Camino Red, Suite N Encinitas, CA 92024 ?�
SIGNATURE EXPIRES 2 YEARS AFTER DATE Phone 760 -510 -3152 Fox 760- 510 -3153
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DES CPC Y A C Y DEL
Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
2' BRASS DISC "CO. ENG. DEPT." IN TOP OF REVIEWED BY: PLAN P EPAR UNDER THE SUPERVISION OF RECOMMENDED "Ad APP
D GRADING PLAN FOR.
,, ♦
ILT
CURB AT EAST SIDE OF VULCAN AVENUE I HORIZONAL NIA � y u , WHITE 3RD STREET PROJECT
0073 -G
200 FEET NORTH OF "E" STREET PER DATE; X16 BY: BY:
R.O.S. NO. 18416 '^� f" s lZ' R.C.E. NO. 39726 ��®��
VERTICAL N/A- DATE OUGLAS E. I AN DALE: - DA 1E: �re
ELEV= 92.00' DATUM: NAVD88 EXP. /2 3/ 07 WORK PROJECT NO. 05 -0174 DR /CDP A.P.N. /1258- 152 -08 SHEET
1 OF
NOTE TO CONTRACTOR:
73 45 ADDITIONAL WORK PER THIS PLAN:
- 7
A 1 REMOVE EXISTING STRUCTURES ON SITE
2 REMOVE EXISTING WALL ALONG G STREET
Z- 81.0 TW
3 REMOVE AND REPLACE ALLEY PAVEMENT ALONG
79.0 BW
9
7 PROPERTY FRONTAGE TO SATISFACTION OF CITY ENG
82.0 TW 11 'W.8 7 11 A ND PER SDRSD G-11 G-21
SAWCUT LIMIT BW 81.6V 3 9 6 1 78,70-- A &
I BW
�
80,82 8 1.0 - 79.37 TW 4 REMOVE AND REPLACE RAISED SECTION OF EX SIDEWALK
' f
�j
A TW W 73.33 ALONG PROPERTY FRONTAGE TO THIRD ST & G ST
A I FSOTOS a& - 0 TW BW � To THE SATISFAC77ON OF CITY ENG. & PER SDRSD G-11
N 81.0 aw
- ' 85.0 TW 78.0 TW 5 REMOVE EX ASPHALT CROSSING SIDEWALK
"
- 7 - 1 00.30 82• .7 5 73.3 BW ALONG PROPERTY FRONTAGE TO G STREET
811 TW , -84 8 4 B.1,00 TO THE SATISFACTION OF CITY ENG.
coNS1RU 10 FT 2 86.2 Tw N83*58 B'w , 4 -2.OX 0 " • -4
86. 0 11111 -- 75 . 0 --BW -'t- 6 CONSTRUCT SEWER SERVICE(S) PER RSD S-13, IF EXIST
W
ASPHALT TRATION $8.5 TW 85.3 2 85. 82 56 1X SEWER SERVICE IS IN SATISFACTORY CONDITION IT
MAY 81 .21 OF CITY INSPECTOR
TO SATISFACTION 90.03 90 TW Y. �., 9W.. FS418M
85.0 BW TIN .' 82.0 TW UTILIZED AS THE LATERAL FOR ONE UNIT ONLY
- -
1 89 98- 75.0 BW 7 THREE NO PARKING FIRE LANE" SIGNS TO BE
� 90.0 TW $8.2 BW LP A N u INSTAL IN ALLEY, LOCA77ON TO BE APPROVED BY
TW .�TF
89-98 9.3 OW
90.0 FIRE DEPARTMENT
.4 81.
89.94 FL pa , A W , 85 2. 8 -, . .7 TG 76. TW
AIN .0 TW
�
POWER BEGIN :Ft qw -.TW 1 A 7 .2 TIC - & 93
ALLE 1. *. I " I t 85.1 • IN 81.0 BW 3-PVC
1 7
,
P .1 sa. tes 4 20X T DRAIN PIPE
90.63 89.5 BW
91. -3; 99 BW INV-76.2 j
�-t A F 81.8 TG
A
87.80 AREA DRAIN 0
90.3k An A INSTATS WATER R 86.22 INV - 78.0
WAT R 89.2 PER WS-01 CD
MILItH I I- FL SH 58.25 Ln C Y
L
SECTION C
TIING SECTION 0 0 70 72
Z _j 89.25
/ FS /#F FS V EXIII" 8 1.2 9 FS
I �
�-t RES�L�ENCE B
72.45�- I
SECTION CL- -1 GARAGE 0) 00 FF 89.25 -81.40 76.0
90. 10 0 9. U� P 850 PROPOSED RESIDENCE
72.4 SW
o MAIN FF 85.0 f--80.86 3 7 3-PVC
Ln BASEMENT 75.75 -- DRAIN PIPE
PAD 75.08
4
3
1 •i VANES QD 6*0 .......... 00
Ln • D-27 SIDEWALK
%
CONSTRUCT 3 F I in
UNDERDRAIN PVT)
CONC RI 0 89.25
r 9.
r�-\ 0 INV 70.64
11 0 FS/
PER I -z-
S PU LI 8 V -) Z
-�S
rQNI
AD SM ALL
0 -Z
REMOVE EX WALL
D z z I i - " I
L
7CTION R G 'IJ 0 -z- cs
4
84.
FS/GFF 76.0
FS
4 i) CHANNEL GRATE • SECTION C 85 01 3
L PVC
.0 12 IN WIDE GRATE - )
4,,, WAFER 8 1 6, N IP S
YAWS FL PER NDS 840, kalic VAI� VE 1 7
847 AND 713 PROPOSED RESIDENCE IT 7 6
1 8 L 41 MAIN FF = 85.0 76.0 TW
GARAGE
BASEMENT = 75.75 72.0 SW
FF 88.25 8 PAD 75.08
EMOVE EX FENCE I PAD 87.50 41
5-- U;w KILL REMOVE §X STAIR
Lea S
F5
89.9 7
91 rl05 E 2,OX
86
/I T
88.2 6 "i -1
W.0 T 8 4 4
FL 1 11 1. 1 --�p 54
1.0%
FS/GFF ` -7 I I
.,-)
AREA CH GRATE 73.0+/- BW
4
DRAIN INV .5 A 82.07 FL
7 1 40
- ------ - INV-W.5 84.37 ' �/
76 18 REMOVE EX WALL
PEPP
L BW
88.01 E 1 2 B
Ll- f�ff E '5B'3I9
WATER rB 3 �B - A �\''K
Vc 40
METER DRAIN P 1 5 TW 87.75 TIIII 3 VC
--- ---
I �. ` 1I TW 81 0A.0 uvv DRMN IPE J -7 -
87.7
TW .0 13
2
tNV1 OUT- 82.2 b, -5 54
87.4 BW 84 2082. BW 81, W/ 2'x2' RIPRAP--APRI
87.41 84 47 87.75 TW 7�3 5 97.75 TW 82.26 BW - -.-JJI! T(
8 IC
84.3 BW 82 2 4 80. �O REMOVE EX ASPHALT
T
1 . I --
88.0
47- ; 1 T TO SATISFACTION
T �
FIL 84.1 BW 4 ,OF CITY ENG 1N3P
(SEE NOTE 5 THIS 4
VANES NI,,< �A, 71 1 1
OVE REPLA A 79 ' -�F,
AGED EX CURB TO i T
D 86 7 777
L
NEW ALLEY ASPHALT SA SFACTION OF CITY , I I GRAPHIC SCALE 10=5.
& PER SDRSD G-11 Tf
PER RSD G-11 & CITY a .4
--87 11 717
OF ENCINITAS PUBLIC FU
ROAD STD ALLEY SECTI A
T C r--- 8 6 8z' - -- 0 5 10 15
i f - I -- --- � (
88 . I . - ' 1 11 -
6, a6.67
T
�6 5 - -----
FL W.32 +I-
REMOVE & REPLACE Y�TCH EX
W.35 + EX ALLEY ASPHALT --86 PROP BLD PROP C-4
MATC EX TO SATISFACTION 2% ETAINING WALL
OF CITY ENG & PER SDRSD G-11 & CITY
IT OF ENCINITAS PUBLIC M
L
ROAD $ ALLEY SECTION
-89 CONSTRUCT 3 FT FG-76.0+
CONIC RIBBON PROP C-4 WALL 2% PROP BLDG 2% 1 PROP C-4
GLITTER PER CITY OF
NOTE TO CON TRAC TOR IOWNER: RETAINING WALL
ENCINITAS PUBLIC ALLEY EX WALL
ROAD SM ALLEY It Contractor and owner are responsible to rel cote EX GRN
SECTION & MOD RSD G-13 20' and / or odI to grade any existing water acility
ROM GU R (fire hydrant, meters, valves, valve boxes, etc.) EX GRND
3• MW FACE which g affecteaffected S cted bT their project. All aff
ro t
VANES water ccil*ti m s meet current Water Stand
Civil Engineering
E EX (4 22X) 1 2.0% IVAR(VARIES 5X meet standards; hen they shall be upgraded to
Committee IWASC� standards. If facilities do not
Land Planning current standards at the owners expense.
Structural ft 26 7 7 1/2 PCC SECTION B
Surveying Exp. 2/31/07 SECTION A GRAPHIC SCALE 1 - HR
132 N. El Camino Red, Suite N Encinitas, CA 92024 (AM SECTION C GRAPHIC SCALE lw 1"-5' VERT �' �HORIZ�
1"-5' VERT
'
Phone 760-510-3152 Fox 760-510-3153 GRAPHIC SCALE 1 1
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE "-5 "-5' VEF HORIZ my I Min By :4=ffR By APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTM DRAWING NO.
L
00 K
M
JI I ( 04.
A AM AW awr 2' BRASS DISC "CO. ENG. DEPT. IN TOP OF PL PREPA UNDER THE SUPERVISION OF RECOMMENDED GRADING AND DRAINAGE
PLAN FOR:
APPR
Ef CURB AT EAST SIDE OF VULCAN AVENUE HORIZONAL PER PLAN DATIA BY- B Y.-
, A AS-IIII:r *00 &1 200 FEET NORTH OF "E" STREET PER AAj /)M' WHITE 3RD STREET PROJECT 0073-G
Anew 700444 amwow R.O.S. NO. 18416 VERWAL NIA DOUGLAS E. LOGAN R.C.E. NO. 39726 DATE. &jf�jdlj DATE: j6,ZB1-4*
ELEV-92.00' DATUM: NAV088 EXP. /Z-31-07 WORK PROJECT NO. 05-0174 DR/CDP A.P.N. 1258-152-08 1 SHEET
2 OF /41
i - Sun, Dec 4,2005
81.0 SW 79 1 Dw
SAWCUT LIMIT 801 8 z' "' OT OS 78 70 SAND/GRAVEL BAGS (2 HIGH) 40
90.54 + -Z BW 8 1 R 1 i
W
�z
T W w . -
#
C� -Z 85.0 TW
MAT EX FS4VrOS TW ---- 7333 SILT FENCE
�Z_
85.0 TIN 81.0 BW BW
8.0 TW
N
CONSTRUCT 10 FT W.8 Tw 58'24 t- 100.3U 8j40 73.3 BW 4 0
/-848 2 W.2 Tw N 83 *'
ASPHALT TRAWTION W.2 OW
TO SATISFACTION 90.03 W W .5 TW 85.3 73 a 4, 92.o .
A 90.0 TW TW __rpj
mOF CITY INSPE 88.2 BW
C_� 89.98 90.0 TW WER
82.o rw
9
so
0.0 TW IV M E% . PU BW
89.98- 9.3 sw Q71 9 78.0 TW
ALLEY UP W BW Tw 2
3.
.
84 C1 Tw 2 ox 812
89:.7Q VV .7
BEGIN
P 0" A TG CtIN 82.0 TW
POWFR ,
- to 8 IN 81.0 BW 3-PVC 72.8 BW TC 70 9,'
[F
A i.
T / � �//
/ / PIK
89.47 VV
DRAIN -76.2
INV�j
E FS 81.8 TG
7 V�
89.4 8 80 86.22 AREA DRAIN CD 3:
F OS INST INV - 76.0 LLJ
WAT�R PER WS-01
MET IR Ld
FL SH W.25 Ln cr_
89.25 -- SECTION C FS SECTION 8
FS/GFF EX�STNG z �- 70
LL� --81.29 FL
FS 0
_j AGE 72.45U
E-C-T-ION-'C\� GAfR RES�DENCE
81.40 6.0 TW
9010 5 BW
C0 P P8 50 PROPOSED RESIDENCE
EF GARAGE FF = 88.75 80.86
00
Ils
I co 2.4 BW
0 1 83,119 MAIN FF = 85.0 3:72.30 3 -PVC
1 -
LC) Li
86,38 BASEMENT = 75.92 DRAIN PIPE
87.48 BW PAD 75.25 LL�
TW OU7
_b 0 \�EpHE 8
r�\NiP R 80.66
VANES Cfl
CONSTRUCT 3 F D-27 SIDEWALK
U
\CONC RIBBO C) 89.25
UNDERDRAIN
GUTTER PER 6E FS 9, 0 INV - 70.64
PL
U
tNCINITAS I LIC,. 2�
8
ROAD STD 7 ALLY Q0 It
7CTION & R REMOVE EX WALL
U 0 (j 4 I I
F
4 Z 5 GFF A I Z 8
' 82 4 Z CC - __ '. f , , _ / 1 76.0 TW
72.4 BW 1
84_ 1 4 ' 7 0_7 � - ----- 7
.................... ...............
--- -- - 76.0
8
14 f CHANNEL GRATE
FS
.0 12-IN WIDE GRATE SECTION c 8� ��! _
-- ------
- -, L/
PER NOS W,
vVa T[ P 81 6t - 3-PVC S
VANES FL P, • !-
AIN
• 847 AND 713 "/ A PROPOSED RESIDENCE NV - 7
82.90
'q _� 1 76.
FF 8
11� 41 GARAGE FF 87.75
GARA lf� 76.0 TW
BASEMENT 75.92
MAIN FF 85.0
8.25 72.0 BW
EMOVE EX FENCE PAD 87.50 PAD 75.25 74,88
• 8 k 25� H "I" - / 0,
i UGHT 1 REM
A L NK OVE 4X STAIRS
FS 91 7 7
T j
8 2' 3 -4'
88.25 wactlk To
IFIL X0 ]I
W.0 TG FS/GFIF 1A I I t
AREA CHANNEL GRATE ----- - 79.0 TW
DRAIN INV - 6.5
b 82.07 FL C
73.0+/- BW T
INV-86.5 6 84 71 40
88..5 PEPPLU
METER
LL_ Os 1 76 -- REMOVE EX WALL 00.2B BW
18
FL, 88J)i ---I TOF = KW . I
'A'A T F R _PVC f: 83 -------
DRAIN P 87.75 WALK K
--,,
87.75 TW 87.7 TW .0 a 5 TW 3- VC 71 40-
82.0 BW DRAIN PIPE _,(3NcRETE
87.4 BW 20 81.42 INN OUT 82.2 , 70.5
.7 NG
J
87,41-- W1 V& 76 _�6
84�47 -- 71,11
"2 45' TW BW 81 2 ACKI V
I TC FL
87.35 87.75 TW 82.26 BW 71 _3
80+0
84.3 BW 8 2.24 1 REMOVE EX ASPHALT TC
/- ---
-86 76
A SP H AIL T TO SATISFACTION
FIL
84.1 BW APRON OF CITY ENG 70 "67
7
VANES (SEE NOTE 5 THIS SH -E E , ') Fl
94
w. I OVE & REPLA 1
79
D AGED EX CUM TO H A i N LINK F N�'J -82.29 80,45 TC , 36 FL 711 00
SgY ASPHALT �j SA SFAC71ON OF CITY 86.67 C A
RSD G-11 & CITY �_
& PER SDRSD G-11 TC'
8
NCINITAS PUBLIC
FL
.4
SM ALLEY SECTION T 86 >� 2
1. SET POSTS AND EXCAVATE
F W.32 A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
REMOVE REPLACE EX
W.35 + EX ALLEY ASPHALT L__ 86
MATCH E TO SATISFACTION
F 4 OF CITY ENG & PER
SDRSD G-11 & CITY
�SA T OF ENCINITAS PUBLIC
WCU TUMI till tall qTn Al I ry fzrr*nrw
EROSION CONTROL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO C�14 IN (10 CM)
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
STEPHEN WHITE (760) 931-1130 7. A EROSION CONTROL MEASURES PROVIDED PER THE APPROVED RUNOFF TWO LAYERS OF GRAVEL BAGS 3.
ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
GRADING PLAN SHALL BE INCORPORATED HEREON. WITH ENDS OVERLAPPED THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE INTO THE TRENCH.
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK GAP BETWEEN BAGS
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DAY. ACTS AS SPILLWAY
1 1
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE DETAIL
GRAVEL BAGS FILTER FABRIC Il
1
AT THE END OF EACH WORKING DAY WEN THE FIVE �5) DAY RAIN WRE
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407L SILT
���
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. N TS
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Civil
Engineering QpF
AFTER EACH RUN OFF PRODUCING RAINFALL. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR Land Planning z
GRAPHIC SCALE 1.=51 S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL WITH NOVEMBER 15, THE SLOPES SHALL BE STABILIZED
WITH Structural 140 26
PUNCHED STRAW INSTALLED IN ACCORDANCE TH SECTION 35.023 DETAIL SILT FENCE
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE Surveying E)V.
12/311/tO7
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES OF CALIFORNIA DEPARTMENT OF CONSERVATION.
0 5 10 15 WHICH MAY ARISE. 132 N. El Camino Red, Suite N Encinitas, CA 92024 fv%�. NTS
Phone 760-510-3152 Fax 7W-510-3153
4
474 0
V -70
By OR y 090F By
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE I A L APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
A& AWMWSA 2' BRASS DISC "CO. ENG. DEPT" IN TOP OF THE SUPERVISION OF RECOM APPRO EROSION CONTROL PLAN FOR:
CURB AT EAST SIDE OF VULCAN AVENUE HORIZONAL PER PLAN PL S PREPAR UNDER B Y..
200 FEET NORTH OF "E" STREET PER DATE: BY: JAIM11f�,_ 'a
R.O.S. NO. 18416 VER71CAL NIA j0UGLA!f E LOGIN
R. C.E. NO. _3922&_ DATE: 44Z�4,4 DATE: WHITE 3RD STREET PROJECT 0073-G
ELEV-92. 00' DATUM: NA VD88 EXP. L2_z3L-27 WORK PROJECT NO. 05-0174 DRICDP A.P.N. 0258-152-08 [ 3
OF 14 1
Sun, Dec 4,2005
TEMPORAR 5HORING GENERAL NOTE5
I
RE TAINED GENERAL
FEE TA D 9 BAYS a W -0' O.C. EARTH
►u LAGGING
O O O O O O O O O Q Q PER DETAIL I. WHERE NO CONSTRUCTION DETAILS ARE SHOWN
OR NOTED FOR ANY PART
(TO REMAIN) OF THE K. E WO THE DETAILS USED SHALL BE THE SAME AS FOR OTHER
'- -� - - -- - ----- i - - - - T� - -- - -, SIMILAR WORK, PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM
THE
-
I
2 2. THE DESIGN IS BASED ON THE 1001 CAILIFOR 41A BUILDING CODE AND THE
STATE OF CALIFORNIA TRENCHING 4 SHORING MANUAL, JANUARY 1990,
PAGES 10 - 1 TO 10 - 42 CALTRANS SHORING DESIGN GUIDE IS USED AS A
RESOURCE REFERENCE.
EMBED. ELEV. PER
3 SCHED
T�
BU ILDINGS . 3. THE CONTRACTOR SHALL ENSURE ALL ADJACENT FOUNDATIONS ARE 0
I � -
I SECURED FROM UNDERMINING PRIOR TO THE START OF EXCAVATIONS.
SOILS CRITERIA
I � I
I
I
I. SOIL REPORT BY: ENGINEERING DESIGN GROUP
- - - EXCAVEXCAVATION C - - PROJECT No.: 053311-
2. ACTIVE PRESSURE: 35H PSF (TRIANGULAR) FOR LEVEL BACKFILL
I I PASSIVE PRESSURE: 30044 PSF
I I
_ - -
W 1 SOLDIER BM. STRUCTURAL STEEL
I
- - i
PER PLA 1 STRUCTURAL STEEL SHALL COMPLY WITH ASTM A512 (FY250) NOTED AS
REM
B 1 I 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION
I - P
FOR F ABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
- --
s
- -
LL.�i
»
C I
s
yT � I � '
1L
���11�L� t_11 �I�1 LL- L «t I Q
I �1
_ I CONCRETE
Z_
�" 1, ! - - -- �-'- - -- �-' - - - -- ' - -� w I
=----- `------ - -L--e - ------ - - -1-- - -- - - - --
L - -- ----- - - - - -- -- O I. CONCRETE WORK SHALL GOI�ORM TO THE "RfQUIREMEN
O O Q Q Q Q " I REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR
8 BAYS • 8' -0' O.G. 2 64' -0" STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED
It RETAII�D CAISSON PER 50-ED. EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND
SPECIFICATIONS.
EARTH 2500 PSI)
2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS
REQUIRED FOR ALL CONCRETE WORK OF f'c 3000 PSI OR GREATER (NOT
3RD 5TREET PROJECT TEMPORARY' 5PORING PLAN CANTILEVER SECTION 1 RE QUIRED FOR LEAN CONCRETE).
" 3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE
NORTH FOLLOWING TABLE ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE
SOIL RETAINED AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP
3xI2 LAGGING SHOWN IS THE MAXIMUM (INCHES).
TYP. (18 -DAY)
Q LEAN CONC. ITEM OF CONSTRUCTION (145 P.G.F. AVG.) STRENGTH AGGREGATE SLUMP
Lu
T.W. _ � ` A. CAISSON 2,500 PSI 1 4
S1.0' ± T.W. _ T.W. 2 T.W. W_ � 4. MINIMUM PROTECTIVE CONCRETE COVER OF REINFORCING:
� 85.0 ± 84.0' + I A. ON EARTH SIDE WHEN PLACED AGAINST EARTH ........... .........3 IN.
- 830 ± T.W. = -4 I
Q Q O O TIMBER
PER PLAN 1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) PRESSURE TREATED,
AND SHALL BE GRADE MARKED n OR BETTER
-. - - - CONSTRUCTION PROCEDURES
- _ - - SOLDIER BEAI1
1. SOLDIER BEAM CONSTRUCTION:
EMBED PER SCHED. 1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED
ELEVATION TYPICAL LAGGING Z
PER SCHED. IN THE DRAWNGS.
L2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE
HOLE,
WOOD LAGGINCs 1.3 PLACE A MINIMUM OF 2500 PSI CONCRETE FROM THE BOTTOM OF THE
PER DETAIL CONC. CAISSON HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION.
PER SCHED. S H O R I Nrz SOLDIER B E ,4M S C 14 E L:;) U L E 1.4 PLACE LEAN CONCRETE (2 SACK MIX)
FROM THE BOTTOM OF THE
PROPOSED EXCAVATION TO EXISTING GRADE.
NOTE, THE GENERAL CONTRACTOR IS TO REVIEW /�T I ON I I SHORING DRAWINGS AND LAY -our FOR ANY UTILITY E L Y BEAM N
ZE rH FT FT FT
CUT LEWsTH EMBED. LE STH TOTAL LMTH CAISSON ELEVATION
C WLICTS THAT MAY OCCUR THAT ARE NOT MAR (HKs
K 0 KSI) ( FT) ( ) ( ) (M.) ( ) 2. LAGGING PLACEMENT:
P F I _ 5
PRESENTLY NOTED ON THE DRAWINGS. I/8' = I' - m' 2.1 EXCAVATE 4 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM
UTILITIES WITHIN THREE FEET OF ANY PART I W12x26 8.0' 1.0' 15' -0' 24' 19.0' PRIOR INCRE MENTS.
ALL UT
OF THE SHORING SYSTEM IS TO BE REPORTED 24' 14.0' 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE
LAGGING
TO THE ENGINEER OF RECORD. 2 WI8x35 13.0' 14.0' 21' -0' ABOVE MUST BE COMPLETELY INSTALLED INSURING
BEARING
ToT STRUC
RT PERSONNEL T.W. H BETWEEN THE CUT SOIL 4 WOOD LAGGING, BY COMPACTING
SAND
PROVED BY: 3 AND 4 WIbx31 11.0' 12.0' 23' -0' 24' 14.0'
AP
DATE: 85.0' +- BEHIND THE LAGGING..
I -8m0- 424-4133 T.W. 2 n O AND O W12x26 10.0' 10.0' 10' -0" 24 14.0' 2.3 GAPS BETWEEN LAGGING NOT
TO EXCEED 1 1/2' MAXIMUM, PACK
D* A-ERT • SI m + 82.0' + O - - GAPS WITH HAY OR STRAW
T.W. _ O1 AND OS W12x26 9.0' 9.0' 18' -0" 14' 14.0'
80.0' ± Q QQ _
AND O W12x26 1.0' 8.0' 24 ' 140' 15' -0' . 3. EXCAVATION MONITORING:
3.1 EACH SOLDIER BEAM TIP(BEAM AT LEVEL OF EARTH ON RETAINED
24• 14 0 SIDE) DISPLACEMENT (FRONT FACE OF BM.) FROM ESTABLISHED
-_: - -- SOLDIER BEAT t 11 AND 12 WI2x16 6.0' 6.5' n' -6 ' DATUM SHALL BE MEASURED PER SOILS
REPORT AFTER EACH 5'
- - -- - -� .
oil 13 AND 14 W12x26 1.0' 8.0' 15' -0" 14' 14.0' LAGGING LIFT AND AT MONTHLY INTERVALS
THEREAFTER BY THE
PER SCHED
GENERAL CONTRACTOR UNTIL 5CKFILLED AGAINST OR PERMANENT
- - - O AND O W12x26 8.0' 9.0' 11' -0' 24' 14.0' WALL IS CAST AGAINST SHORING. INFORM SNORING
ENGINEER IF ANY
TIP DISPLACEMENT EXCEEDS 1/2 ".
EMBED ll W12x26 9.0 10.0' 19 -0 2 14.0
ELEVATION 24 "'
O WI2x16 11.0' 11.0' 22' -0' 14.0
PER SCHED. CONC. CAISSON
PER SCHED. L. FL O F' S ES S I O N A CON8l1LTANT8 `
WOOD LAGGING O WI2x2b 6.0' 6.0' 12' 24' 19.0' PROFSIONL ENGINEERS = _
PER DETAIL \ VAT I 1
E L E Y ON w� 681 7220 TRADE STREET. SUITE 120. SAN DIEGO, CALIFORNIA 92121 =� r =
�' 6 I (8 366 -0626 FAX IBM 566-0627 =i
r� e:�_ V s 4 DESKa+ED DRAW BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
SCALE SPECIAL DISTRICT L LKP RHF
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SHORING PLAN FOR:
Od N �k G to 0 z' BRASS DISC "CO. ENG. DEPT' IN TOP OF PLANS PREPA ED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
0073-
K ear ( CURB AT EAST SIDE OF VULCAN AVENUE DATE: 51 15106 BY: BY: WHITE 3RD STREET PROJECT
200 FEET NORTH OF "E" STREET PER HORIZONAL 1/8" = 1' -O"
R.O.S. NO. 18416 R.C.E. NO. 18269 DATE: rT o
°A� � SldEET40F +
VERTICAL 1/8' = 1' - RAYMOND H. LORES EXP. JUNE 2007 WORK PROJECT NO. 05 -0174 DR/CDP A.P.N.
,258- 152 -08