2019-14190-G (Plans)RIGHT OF WAY NOTE
HOURS PRIOR TO WORKING IN TIE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP wow Ni AND CousLE PERMIT FEES. IT is TtE REsumlB.TLITY OF 7HE
OWNER TO KNOW *ERE PROPERTY
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OFFICE BY
i,. • r/ra / r• r /
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WESTON DOYLE AT (858) 261 -IB31,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DOTING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTRAIL MEASURES WHEN RAIN IS IMMINENT.
3. 13EVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGDYJEER DIE TO AN INCOMPLETE GRADING OPERATION OR
UAFMFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BhP/IW NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SU4FAOES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISGTIARGE ONTO THE STREET AND /U? INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STAR WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNOCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
APPROVED BMP/IMP FACILITY AND /O? THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPI DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% GROSS SLOPE TOWARD THE IMP /BpP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BHP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAIN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRICTED WIDE AND FLAT TO ALLOW
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF LlIM77GROLAU UTILITY PIPES AND STRUCTUES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SOWN ON THESE PLANS,
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK'
A. SEWERS - CSD - (760) 633-2770
B. GAS 6 ELECTRIC -SCE - (7601 -438 -6200
C. WATER -SAN DIEGUITO WATER DISTRCIT 1 -800 -227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX C944MICATIONS- (760) - 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4B HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 FOURS NOTICE ON CALLS FOR INSPECTION. PhOIE
(760)633 -2770. ALL WOW PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
FIFE NOTES:
1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND
MAINTAINED FREE AND CLEAR INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH
THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT.
2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT (S 36
TO 42 INCHES ABOVE FINISHED GRADE TO THE TOR OF THE CONNECTION.
A. IF AN FDIC IS INSTALLED SEPARATE FROM THE BACKFLOW/DOU3LE DETECTOR CHECK IT
SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLONIWC VALVE.
B. WHEN AN FDIC IS ATTACKED TO THE BACKFLOd/DOQ THE FDIC MOUNTING HEIGHT SHALL
STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE.
C. IF THE DACKFLOW/DOC IS INSTALLED WITHOUT AN VI BOTH Ol VALVE HANDLES
SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE.
D. BUSHES TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5
FEET OF THE FDIC OR BACKFLOW/DOC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS
ACCEPTABLE.
E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN HEIGHT.
3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRCCT10N MATERIALS TO THE
PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE
SATISFACTION OF THE FIRE DEPARTMENT.
A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE
INSPECTING DEPARTMENT OR AGENCY;
B. AS A MINIMA THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A
PERMANENT ALL - WEATHER SURFACE FOR EMERGENCY VEHICLES; AND
C. ALL FIFE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE
umm!' !.;
STOF?NWATER POLLUTION CONTROL BW NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CIaVC TUNIRACILF SHALL
ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT
WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR; STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION.
C.ONSMETTav STTF ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INOLUIDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AID /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPLCII AREA AWAY FROM GUTTERS AND STORM MAIN SHALL BE DESIGN47ED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING AND ROUTINE' EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONI
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS
ADEQUATE GROIJnD COVER VEGETATION AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED Ob ING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUIMO THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL CROLM COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY, • THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON-SITE CONSTRICTILMR MATERIAL STW
STORED MAMMALS
A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF
STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE D SOIL, PARING MATERIALS ASPHALT
CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
FLOWS AND STOR14 DRAIN INLETS. STOCKPILES STALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
C=FdCTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE' WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR
MST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
MANAGEMENT
WASTE
BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. O LWING OF UNUSED OR WASTE PRODUCTS ON THE GROU M. WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND ALL DJ40STERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE
PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT
AND CONCRETE, WOOD. AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MST BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDOO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
THE SIDE.
PORTABLE TOILETS MST BE IN GOOD WORKING ORDER AND CHECKED KED FREQ ENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STCNRaMORAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORML7RAIN. CONTRACTOR
MST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
,moo,
.I;
606 CAMINO DE ORCHIDIA
ENCINITAS, CA 92024
APN• 258- 141 -60-00
LEGAL DESCRIPTION
v :1 •'t" I I J
•va
PARCEL OF PARCEL ► 21299, BY OF
I'MINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS
PER PARCEL MAP FILED IN THE OFFICE OF COUNTY
RECORDER OF a Ju DECEMBER 0 20 I •:7
PARCEL B:
AN EASEMENT FOR A PRIVATE RIGHT OF WAY FOR ROAD AND
UTILITY PURPOSES, UPON OVER AND AORCSS THE EASTERLY
15.0' OF THE WESTERLY 270.0' OF THE WESTERLY 518.0' OF
THE SOUTHERLY 742.5' OF THE WEST HALF OF THE
SOUTHEAST QUARTER OF TIE NORTHEAST QUARTER OF SECTION
1.5 TOWNSHIP 13 SOUL RANGE 4 WEST, SAN BEIRI"INO
BASE AND MERIDIAN ACCORDING TO UNITED STATES
GOVERNMENT SURVEY APPROVED APRIL 19,1881.
VICINITY MAP
NOT TO SCALE
OWNER'S CERTIFICATE
I (EE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I OC HEREBY AGREE TO INDEMNIFY, DEFEND AND HOLD CITY AND CITY S OFFICERS, OFFICIALS, EMPLOYEES,
AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS DEMANDS, CAUSES OF ACTIONS,
LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF; OR IN ANY
MANNER CONECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS
EMPLOYEES CONTRACTORS SUBCONTRACTORS, OFFICIALS OFFICER, OR REPRESENTATIVES FOR ANY AND ALL
WORK OFRCONSTR CTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
sIGTVATUE: DATE 10 Z 0 I R
WESTON DOYLE
1441 9TH AVENUE #1604
SAN DIEGO CCA 92101
SOILS ENGINEER'S CERTIFICATE
Z SHAWN WEEDON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOMIG MINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIFECTION ON 5122118. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS HAS BEEN SL04ITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
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THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OAPROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RILES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FRO14 PROPERTY DAMAGE OR BODILY rNJARY ARISING
SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
IMPERVIOUS AREA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA
MAXIMUM VERTICAL DEPTH OF CUT = 2.4'
MAXIMUM VERTICAL DEPTH OF FILL =4-.-O'
CUT 350 C. Y. FILL = 650 C. Y.
IMPORT= 300 C.Y.
REMEDIAL = 0 C.Y.
(SEE LETTER DATED 1/11/19 BY GEOCON INCA
THE WORK PEFF BY T ENGINEER.
SIGN
AREA DISTURBED.'
17,644
SF
SIGN
9
DATE
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sm DATE SIGN
2Y
7,
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SIGN
DAT
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IMPERVIOUS AREA PRIOR TO C ONSTAUCTIOM
0
SF
SIGNATURE:
DATE
IMPERVIOUS AREA AFTER CONSTRCTIOM
7948
SF
BRIAN I1�
INCREASE IN IMPERVIOUS AREA:
2946
SF
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
IMPERVIOUS AREA REPLACED."
0
SF
PASCO LARET SUITER & ASSOCIATES
Qp,OFESSIpN
tv0 Z�NAEL 4 N(
DESCRIPTIOT STATION 'EMC -30"
LOCATION CENTER (XS NORTH END OAK
CREST PANIC DRIVE
RECORD FROM.' EROS 18416
ELEVATION. 388.48'
DATUK NAVDBB
-
535 N. HIGHWAY 101 SUITE A
Q t* 9 F
PLANS PREPARED UNDER
__ _
BRIAN MICHAEL ARDOLINO
- SUPERVISION OF
DATE: G
`'IO•IS . --
R.C.E. Ni 71651
EXP : 12 -31 -19
__
SOLANA BEACH CA 92075
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DATE Z 3 20�
GRADING PLAN FOR:
p� �. 1B_1y4
608 CAMINO DE ORCHIDIA
WESTON DOYLE
APN: 258- 141-60
DnP
1419O-G
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PUBLIC wDRRRKS
RE& 12 -31 -19
w m No. 71651 o m
Exp. 12/31/19 -r3
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 Worth Highway 1 01, Ste A, Solana Beach, CA 92075
ph 8158.259.8212 � ffz 858.259.4812 1 plaaen6ineering.eonn
BMP PROJECT STATUS 1
STANDARD PROJECT
PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
THAT THE AREA WOULD BE PROTECTED (AS DETERMBED BY THE RALIFIED ARUWOLOGIST AND/OR THE TCA
NATIVE AMERICAN MkJNITORI AND CONSU.TATIOaN AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS
FURTHER DEFIED BY STATE LAK THE CORONER WOULD DETERMINE WITHIN TWO WORRKDO DAYS OF BEING
NOTIFIED IF THE REMAINS ARE SLL3JELT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES TIE
REMAINS TO BE NATIVE A1ERICAN4 HE OR SCE -iA.L CONTACT THE NATIVE AMERICAN HERITAGE
CO►MISSION (HANG) WITHIN 24 HOURS. THE NAHC MOULD MARE A D TER41WTMN AS TO THE NOT LILY
DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVU131 THE REMADE STALL BE KEPT IN SITU (IN
'PLACEA OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO *ERE THEY � FITUNta, AID THE ANALYSIS
OF THE REMADE "LL ONLY OCCUR ON -SITE IN THE PRESEll OF THE TCA NATIVE AMERICAN MONITOR.
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA
MAXIMUM VERTICAL DEPTH OF CUT = 2.4'
MAXIMUM VERTICAL DEPTH OF FILL =4-.-O'
CUT 350 C. Y. FILL = 650 C. Y.
IMPORT= 300 C.Y.
REMEDIAL = 0 C.Y.
(SEE LETTER DATED 1/11/19 BY GEOCON INCA
SIGN
Z • ($
DATE
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SIGN
9
DATE
-/7- /9 ���
sm DATE SIGN
2Y
7,
DALE
SIGN
DAT
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS@BUILT APPROVALS
ENGINEE
NG DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTIOT STATION 'EMC -30"
LOCATION CENTER (XS NORTH END OAK
CREST PANIC DRIVE
RECORD FROM.' EROS 18416
ELEVATION. 388.48'
DATUK NAVDBB
-
INT.
DATE
PLANS PREPARED UNDER
__ _
BRIAN MICHAEL ARDOLINO
- SUPERVISION OF
DATE: G
`'IO•IS . --
R.C.E. Ni 71651
EXP : 12 -31 -19
__
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-
DATE q •. 3 '�
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J. M ER
DATE Z 3 20�
GRADING PLAN FOR:
p� �. 1B_1y4
608 CAMINO DE ORCHIDIA
WESTON DOYLE
APN: 258- 141-60
DnP
1419O-G
PUBLIC wDRRRKS
BRIAN M. ARDOLIND DATE
PLANNING
REVIEWER
SE7NIOR ENGINEER DATE
--
INSPECTOR
-
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AP
258 -12
r •r� r a o f r I J•+/
CROSSING OR PROPOSED r f I /
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF
PROPOSED WATER MAINS SHALL BE SHOWY ON RfWVE)kIENT PLANS. ELECTRICAL
AND SEWER TO CROSS LIVER WATER MAIM LNLESS GIVEN WRITT04 PER41MIM
BY SAN DIEGUITO WATER DISTRICT.
4. CWrRACTOR AND OWNER • •y , r, TO RELOCATE n J• AO&WT TO
BOXES. GRADE ANY EXISTING WATER FACILITY (FIFE HYDRANT, METERS VALVES6 VALVE
f I BY THEIR FROLECT. a► WATER
CVM0 WATER AGENCIES ►••aS COMITTEE
(WASQ STANDARDS. IF FACILITIES DO NOT MEET STAN24FM THEN THEY SHALL
BE VERADED TO CLffENT STANDARDS AT THE OWNER S E*UCE.
5. UT17-ITIES TO MAINTAIN MIND" 5-FOOT SEPARATION *a I,.
WA TER V•J•
5. MINIMIN HORIZONTAL SEPARATION OF 10-FEET REGUIRED BETWEEN FIRE
HYDRANTS ► SAN DIEGO GAS AND ELECTRIC
WATER 7. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE� PARCEL THEY
" SERVING.
CALIFORNIA B. -SE ELY BILL AB-1953 IS REOUIRING THAT NO -LEAD
BRASS BE USED IN THE CONSTRMTRIN OR F02AM 97 ALL POTABLE WATER
SYSTEM EFFECT JA&VARY 1, 2010. IN COWLIAACE WITH THIS LAN, THE
DISTRICT SIALL REOU1RE 7• J BE NOq_EAO MASS PARTS. L COPPER TL431NG USED FOR AIR BLOW . ,,
APB
258 -14
EX. WO
TO REM
WA
CITY APPROVED PAVER W/ MIN.
318" VOID BY ORCO AaMMIC
VOID FILLER - 1/8" TO 318" OR CITY APPROVED EQUIP
(N0.8) AGGREGATE IN VOIDS BEDDING COURSE - 2" THICK OF
1/8" TO 318" (N0.8) AGGREGATE
6" X 16PCC
CEEPFhED�
L"
G-i Gm
frr f► ASE - 4 - THICK OF
TO 112" 00jr7l M' -w^ 9 ROCK
THICK OF
I
MMACTLIIER 5 SPECS.
1 IF AFFLICA&Z FOR F11F
-20) LOADING
�%K UB6R4OE TO BE
NOTES Ca%PACTEO TO 95X
r•. f E 1 FREE O FINES J SILT,
THE •� �/ � BE SEALED MEE TIE VOID FILLM HAS BEEN , f,a,
f 1.:•7• ! S .DOT OR FILTER FABRIC IS TO BE E
CONSTFWTION NOTE
- PAVERS TO BE COVERED AND PROTECTED DLRING CONSIRLUTION
PERVIOUS PAVER DETAIL
NTS
PL
• �t•k
EX FENCE
TO REMIIN "I
JBA
APN
5.1' MIN.
am
r
BEGIN CLFB RERM
258- 141 -571
BOTTOM OF WALL AT FINISH GR40E
CL
CENTER
DW
DOAIESTIC WATER
EXISTING SPOT ELEVATION
FF 284.7
MOD. D--75 A
S c ELEVATION
EL
-
PAD%9S4.0
EXISTING
FS
FINISH SLRFACE
FG
FINISH •! </
EiAINAGE DTTbff
FRONT YARD SETBACK
FL
-
HIP
HIGH •!
.
N
INVERT ELEVATION
LF
11 -58 RET trA<L PER
MAX
4 " "PYC W it
SORSD C-8 -i
MINIMM
SECTION
B -B
NTS
PROPOSED
titU I IUN t-C
NTS
4' MAX EXPOS
WALL PER
4PN
c
AB
• �t•k
JBA
.,
APPROXIMATE
am
r
BEGIN CLFB RERM
BWLSFG
BOTTOM OF WALL AT FINISH GR40E
CL
CENTER
DW
DOAIESTIC WATER
EXISTING SPOT ELEVATION
x9 00. 0
EE
S c ELEVATION
EL
ELEVATION
EX
EXISTING
FS
FINISH SLRFACE
FG
FINISH •! </
FY5B
FRONT YARD SETBACK
FL
►'
HIP
HIGH •!
I
INVERT ELEVATION
LF
LINEAR 7
MAX
MAXIMA
1 MIN
MINIMM
PL
PROPERTY t
PROP
PROPOSED
PUB
PL49LIC
•I'
RIM F1 EVA TION
RYSB
FEAR RD SETBACK
so
STOMORAIN
SORSO
SAN DIEGO REGIONAL f••:/ DRAWING
SF
SQJARE FEET
SS
SANITARY SEWER
SYSB
SIDE YARD SETBACK
TC
►• J
TF
! • 1 FOOTING
N
TG
,. OF GRATE
TW
►• OF
ThWG
TOP OF WALL AT FINISH GRADE
TIP
IPICAL
PL
I
SECTION C -C
NTS
DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: STATION 'VC-30n
- LOCATIOAt CENTER GDS NORTH END
CREST PARK DRIVE
RECORD FROM: ROS 18416
ELEVATION: 388.48'
DA TL* NAVD88
AS -BUILT APPROVALS
a
I "
I C• 4• __
'N
41 -38
SECTION F -F
NTS
ENGINEERI
DATE: Ct • 10.1 c - - S NOWAK
�
R.C.E. NO.: 71651 Q
BRIA AEL NO EXP.: 12 -31 -19 DATE .) -a c
LEGEND
SL80IVISION BOLN24RY
ADJACENT PROPERTY LINE
PROPOSED SETBACKS
— . — — -
CENTERLINE OF RIGHT -CF-WAY
-
EXISTING EASEMENT
EXISTING SPOT ELEVATION
x9 00. 0
EXISTING CONTOLR
- - -100- - _.
EXISTING WATER MAIN
W
EXISTING SEWER MAIN
S
PROPOSED TOP AND BOTTOM
TWIFG 1012.0
OF RETAINING WALL ONLY
g/ FS i00.0
PROPOSED SPOT ELEVATION
FS 100.0
PROPOSED CONTOLR
- 100
PROPOSED BUILDING FOOTPRINT
PROPOSED PVC DRAINAGE PIPE
PROPOSED DRAINAGE DIRECTION
- -�
PROPOSED DRAINAGE SWALE (1% MIN)
PROPOSED SORSO RETAINING WALL
PROPOSED STRUCTLRAL RETAINING WALL
PROPOSED FCC PAVING
PROPOSED PERVIOUS PAVER
PROPOSED BIORETENTION BASIN
PROPOSED ASPHALT PAVING
USED WOOD DECK
PROPOSED TRENpi {ESLRFACING
PER CITY OF ENCINITAS STAA04RD
2" HARMIGOD MUCH/
BASS COVER OR Cm
APPROVED EQUIVALENT
PL 24'X24" INLET
Ii 12" MINIMUM i i�0,
PET WALL PER ,
WATER PROOFING TO
SATRWACTION OF
GEOTECHNICAL ENGINEER
INSTALL
INSTALL !
84C KIM 'Y k,
►°► r f r•
f /
. ► � 'I '.a f f f 7 /
314 f' fi F ROCK T SHALL Et A ( 1 I:
DEEPPED TO INCREASE TIE INFILTRATION AND STORAGE ABILITY OF T�E
DUARL
EFFECTIVE OF 1 ❑ AND 91ALL BE S12ED
-ar ON r N. TYPICALLY, TIE SVIACE AREA OF
BIORETENTION BASIN IS 6.5X OF TIE R4ERVIOUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 10" BELOW
AaACENT FINISHED SLRFACE
BIORETENTION AREA DETAIL
m
No. 71651
Exp. 12/31/19
PASCO 1 ABET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway IDR, Ste A, Solana Beach, CA 92075
ph 858.259.82121 ffz 855,250.4912 1 p1saengineesing.e ®an
DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING PLAN FOR:
608 CAMINO DE ORCHIDIA
EDWARD J. I IER WESTON DOYLE
APN: 258 - 141 -60
p
DATE / /' 4/2'019 a AMVTMr_ recc nn• 4a -I0A rro
DRAWING NO.
SHEET 2 OF 6
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BMNFG 284.0 �r ii ✓l / f FF =2•% l\ FS 284.5 >� ti\ \\, NALL PER Spy C -4
PAD =284.0 \ 12" SO CO `� - - -TXBFG 2z4 - - - - - - - - - - -
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DRAINAGE DITCH ' - - - - - - - - - FS 284.5 \ - - - _ - \IN ° - - -
i l / - -Fa -`1945 -FG 284.0 - - FG 284.0 - i0 _ 263- _ '� / / \ 4' MAX - EXPOSED- HT -RET\ \ °
- - \ = �__ -7 - \ ♦ WALL PER SOW C3
EX 15° ESMT VACATED PER
_ z.- = - rte; '// ♦ ThWG 279.0 \ �\ ♦*
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s TG 2 2 O M018-0460947 REC 11/18
- ° TNWWG 277.6
IE - - 1 12" PVC @ 1X :`\ \
FS 284.0 4" PVC @ -S10'N -262
TiRFG 283.7 / o�-- ___�_______ -- /
. 28397 0� TG 2838
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247X24" INLET \`` a -- 1-- 3' MAX EXPOSED HT RET \ I I I i
= R r NALL PER SaASD 6-3 / cx
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TG �.6 / " PCC am-
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' ` FG' 284.0 / [ f SIMM E FAMIiY RE�NCF e' `: ♦/
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BMNFG 284.0 �r ii ✓l / f FF =2•% l\ FS 284.5 >� ti\ \\, NALL PER Spy C -4
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MOD. ! gi ,7 ° ° \ \ \ J "\ \ TG 283.8 E 284 - - =$"' f `\ 276.1) - - - - - - -- \ ° ♦�\ \ \ .
DRAINAGE DITCH ' - - - - - - - - - FS 284.5 \ - - - _ - \IN ° - - -
i l / - -Fa -`1945 -FG 284.0 - - FG 284.0 - i0 _ 263- _ '� / / \ 4' MAX - EXPOSED- HT -RET\ \ °
- - \ = �__ -7 - \ ♦ WALL PER SOW C3
EX 15° ESMT VACATED PER
_ z.- = - rte; '// ♦ ThWG 279.0 \ �\ ♦*
FG .0 EXECUTED QUITCLAIM � \ `tl 1 -284 - - - _ _ � _ - �� / / `\ \\ (BNNFG 275.0 TN P786 \ \ \° \ X
s TG 2 2 O M018-0460947 REC 11/18
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IE - - 1 12" PVC @ 1X :`\ \
FS 284.0 4" PVC @ -S10'N -262
TiRFG 283.7 / o�-- ___�_______ -- /
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247X24" INLET \`` a -- 1-- 3' MAX EXPOSED HT RET \ I I I i
= R r NALL PER SaASD 6-3 / cx
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9W
277 2) PER
4Bk-272.5 STRLCTUaAL ShEETS
(TW 272.5) TN 276.6
(BW 267.5) 6 276.0)
TF 274.4
R7
3
" 277.6 \ (in
'6 - -\ ' 274.6) (BW 266.5)
(TW 274.1). JTF
(BW 272.0) F
(TW 272.b)
(BW 267.)
in
EXISTING EASEMENTS ¢ASL� ®,�
o�
EASEMENTS PER TITLE REPORT DATED 219118 BY LAWYERS TITLE COMPANY.
® INGRESS & EGRESS PIPELINES. DRAINAGE AND /OR PUBLIC UTILITIES w ® No. 71651 0 M
AFFECTS PARCEL B ¢ Exp. 12/31/19
® SDG&E EASEMENT OF PUBLIC UTILITIES, INGRESS & EGRESS RECORDED
4119155 IN BOOK 5066 PAGE 322 OF O.R. MONLWNT NOTE.' ��� CI VI
ROAD & UTILITY EASEMENT TO CP VON HERZEN RECORDED 5114155 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONACUATION AND /OR
IN BOOK 6099 PAGE 9 OF O.R. VACATED PER DOC 2018 - 0450947 BE4C N ARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE FFFEROWED AND REPLACED WITH APPROPRIATE
ROAD & O OF O. R. UTILITY 201880460947 156 IN BOOK 6138 PAGE 339 ENSI EER AUTHORIZED BY A LICENSED LAND ND SURVEYING. OR A REGISTERED CIVIL PASCO CARET BUTTER
E74NU01EER AION BY A LICENSED
PRACTICE LAND SURVEYING, A CORNER RECORD
OR % -CORD OF SURVEY, AS APPROPRIATE; SHAM. BE FILM BY THE &ASSOCIATES
LICENSED LAND SURVEYOR OR E IN
TH REGISTERED CIVIL ENGINEER As
10 CITY OF ENCINITAS PUBLIC HIGHWAY EASEMENT PER DOC. 96- 0593433 REWIRED BY 11£ LAND SURVEYORS ACT
RECORDED 11122195 OF O.R. CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
GRAPHIC SCALE I " =10 565 ]North Highway 10n, Ste A• SoRana Meech, CA 02075
RECORDED 5/27/14 OF O.R.
12 E OF ENCINITAS PUBLIC O. R, STREET EASEMENT PER DOC. 2014 - 0216211 ph 858.259.82121 Tx 858.259.4817 pIlizeengineerin6.com
R
0 10 20 30
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1116
CREST PAW U DRIVE PUBLIC WORKS DATE PLANS PREPARED UNDER SUPERVISION OF RgPPRD y,Ea GRADING PLAN FOR
DESCRIPTION' STATION ENC -�" TNT. LOCATION CENTER CDR NORTH END OAK _ BRIAN M. AROOLDVO DATE DATE 1 �� 1� 608 CAMINO DE ORCHIDIA 14190 -G
PLANNING - s K EDWARD J. WI R WESTON DOYLE
_ RECORD FPOK ROS 18416 R.C.E. ND.: 71651
ELEVATION. 388.48' RE BRIAN MIC AEL ARDOLINO 12 -31 -19 APN: 258 - 141 -60
DATLML• NAVD88 SENIOR ENGINEER DATE INSPECTOR '!! EXP•: DATE -� DATE % Zi �// PLANNING CASE N0: 18 -194 CDP SHEET 3 OF E
PLSA 2942 7/16/2019
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(BW 267.5) 6 276.0)
TF 274.4
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'6 - -\ ' 274.6) (BW 266.5)
(TW 274.1). JTF
(BW 272.0) F
(TW 272.b)
(BW 267.)
in
EXISTING EASEMENTS ¢ASL� ®,�
o�
EASEMENTS PER TITLE REPORT DATED 219118 BY LAWYERS TITLE COMPANY.
® INGRESS & EGRESS PIPELINES. DRAINAGE AND /OR PUBLIC UTILITIES w ® No. 71651 0 M
AFFECTS PARCEL B ¢ Exp. 12/31/19
® SDG&E EASEMENT OF PUBLIC UTILITIES, INGRESS & EGRESS RECORDED
4119155 IN BOOK 5066 PAGE 322 OF O.R. MONLWNT NOTE.' ��� CI VI
ROAD & UTILITY EASEMENT TO CP VON HERZEN RECORDED 5114155 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONACUATION AND /OR
IN BOOK 6099 PAGE 9 OF O.R. VACATED PER DOC 2018 - 0450947 BE4C N ARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE FFFEROWED AND REPLACED WITH APPROPRIATE
ROAD & O OF O. R. UTILITY 201880460947 156 IN BOOK 6138 PAGE 339 ENSI EER AUTHORIZED BY A LICENSED LAND ND SURVEYING. OR A REGISTERED CIVIL PASCO CARET BUTTER
E74NU01EER AION BY A LICENSED
PRACTICE LAND SURVEYING, A CORNER RECORD
OR % -CORD OF SURVEY, AS APPROPRIATE; SHAM. BE FILM BY THE &ASSOCIATES
LICENSED LAND SURVEYOR OR E IN
TH REGISTERED CIVIL ENGINEER As
10 CITY OF ENCINITAS PUBLIC HIGHWAY EASEMENT PER DOC. 96- 0593433 REWIRED BY 11£ LAND SURVEYORS ACT
RECORDED 11122195 OF O.R. CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
GRAPHIC SCALE I " =10 565 ]North Highway 10n, Ste A• SoRana Meech, CA 02075
RECORDED 5/27/14 OF O.R.
12 E OF ENCINITAS PUBLIC O. R, STREET EASEMENT PER DOC. 2014 - 0216211 ph 858.259.82121 Tx 858.259.4817 pIlizeengineerin6.com
R
0 10 20 30
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1116
CREST PAW U DRIVE PUBLIC WORKS DATE PLANS PREPARED UNDER SUPERVISION OF RgPPRD y,Ea GRADING PLAN FOR
DESCRIPTION' STATION ENC -�" TNT. LOCATION CENTER CDR NORTH END OAK _ BRIAN M. AROOLDVO DATE DATE 1 �� 1� 608 CAMINO DE ORCHIDIA 14190 -G
PLANNING - s K EDWARD J. WI R WESTON DOYLE
_ RECORD FPOK ROS 18416 R.C.E. ND.: 71651
ELEVATION. 388.48' RE BRIAN MIC AEL ARDOLINO 12 -31 -19 APN: 258 - 141 -60
DATLML• NAVD88 SENIOR ENGINEER DATE INSPECTOR '!! EXP•: DATE -� DATE % Zi �// PLANNING CASE N0: 18 -194 CDP SHEET 3 OF E
PLSA 2942 7/16/2019
Jill
0 ,22
1 41 1 2AA, A
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DESIL TDC NOTE
� ................ 7. 1 IT
- W W - W1
it SNGILE FLILY FESE18CE
FF=2K7
ua Nx�
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V
00
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GR014EL BAGS, AROW
7
D9.ETS PER SE-6 ANO DETAIL
THIS 91EET (TYPJ,,-',
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-------------------------------------- --------------- -- ---------------------
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. . . . . . . . . . . . . . . . . . . . .
—7-7-7-7�
WC11
EROSION CONTROL PLAN
SCALE1 "=10' LEGEAV
GRAPHIC SCALE 1"=10' HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
1.SET POSTS AND EXCAVATE A 4 BY 4 PER DETAIL A
IN (10 BY 10 CM) TRENCH UPSLOPE
0 10 20 30 GRAVEL BAGS PER DETAIL B 000000000 FROM AND ALONG THE LINE OF POSTS
f SILT FENCE PER DETAIL C
M,
314' MIN COARSE c: TWO LAYERS OF GRAVEL NOTES.' FESSIOV
BAGS WITH ENDS
ASGREGATE j I �A
—A OVERLAPPED CONTRACTOR TO MODIFIY CONSRUCTION A�
FILTER
FABRIC 4 IN (10 CM) vA
ENTRANCE IN THE FIELD AS NECESSARY.
ORIGINAL CONSTRUCT SEDIMENT BARRIER AND M No. 71651
GRADE WIDTH AS REQUIRED R. ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE u C=) M • CHANNELIZE RUNOFF TO SEDIMENT cc Exp. 12/31/19 z
< TO ACCOMODATE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. TRAPPING DEVICE
:K ANTICIPATED TRAFFIC
w INTO THE TRENCH.
• > CIVIC
4 44 C
A 4 v A 4
1.1' MIN., bICESS OTHERWISE •
SPECIFIED BY A SOILS ENGINEER •4 A. A RUNOFF FILTER FABRIC
SECTION A-A WIRE
19' RADIUS GAP BETWEEN BAGS PASCO LARET SUITER
MIN. 50' MIN ACTS AS SPILLWAY
M DETAIL A: CONSTRUCTION ENTRANCE
N & ASSOCIATES
NOT TO SCALE -M7A/L B: GRAVEL BAGS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NOT TO SCALE DETAIL C: SILT FENCE 535 North Highway 101, Ste A, Solana Beach, CA 92975
NOT TO SCALE
ph 858.259"8212 I fx 85&259.4812 p1salen6ineerin6.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS uLbib N BY: I MhLKEU UY: ENGINEE51NG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
I HW I WMA
DESCRIPTION. STATION VC-30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF AP GRADING PLAN FOR:
LOCATION CENTER QQS, fill EW OAK E912
CREST PAW QRAf BRIAN M. AROOLD0 DA TE PUBLIC WORKS DA TE.' 0- L!& W8 CAMINO DE ORCHIDIA 14190-G
RECORD FRW ROS 16416 PLANNING R.C.E. NO.: 71651 ZN rhi WESTON DOYLE
ELEVATION: 3861.46' REVIENER R.C.E. APN: 258-141-60
DATUM: NAVO88 BRIAN "*cRAELLARDOLING EXP-* 12-31-19 DA TE DA woo
SENIOR ENGDliEER DATE INSPECTOR PLANNING CASE NO. 18-194 MP 0 SHEET 4 OF 51
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CONSTRUCTION ENTRANCE
1.SET POSTS AND EXCAVATE A 4 BY 4 PER DETAIL A
IN (10 BY 10 CM) TRENCH UPSLOPE
0 10 20 30 GRAVEL BAGS PER DETAIL B 000000000 FROM AND ALONG THE LINE OF POSTS
f SILT FENCE PER DETAIL C
M,
314' MIN COARSE c: TWO LAYERS OF GRAVEL NOTES.' FESSIOV
BAGS WITH ENDS
ASGREGATE j I �A
—A OVERLAPPED CONTRACTOR TO MODIFIY CONSRUCTION A�
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FABRIC 4 IN (10 CM) vA
ENTRANCE IN THE FIELD AS NECESSARY.
ORIGINAL CONSTRUCT SEDIMENT BARRIER AND M No. 71651
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19' RADIUS GAP BETWEEN BAGS PASCO LARET SUITER
MIN. 50' MIN ACTS AS SPILLWAY
M DETAIL A: CONSTRUCTION ENTRANCE
N & ASSOCIATES
NOT TO SCALE -M7A/L B: GRAVEL BAGS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NOT TO SCALE DETAIL C: SILT FENCE 535 North Highway 101, Ste A, Solana Beach, CA 92975
NOT TO SCALE
ph 858.259"8212 I fx 85&259.4812 p1salen6ineerin6.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS uLbib N BY: I MhLKEU UY: ENGINEE51NG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
I HW I WMA
DESCRIPTION. STATION VC-30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF AP GRADING PLAN FOR:
LOCATION CENTER QQS, fill EW OAK E912
CREST PAW QRAf BRIAN M. AROOLD0 DA TE PUBLIC WORKS DA TE.' 0- L!& W8 CAMINO DE ORCHIDIA 14190-G
RECORD FRW ROS 16416 PLANNING R.C.E. NO.: 71651 ZN rhi WESTON DOYLE
ELEVATION: 3861.46' REVIENER R.C.E. APN: 258-141-60
DATUM: NAVO88 BRIAN "*cRAELLARDOLING EXP-* 12-31-19 DA TE DA woo
SENIOR ENGDliEER DATE INSPECTOR PLANNING CASE NO. 18-194 MP 0 SHEET 4 OF 51
PLSA 2942 7/16/2019
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A. p4 AND SMALLER: GRADE 40 SPECIAL INSFECTCR SHALL ME A GlAL FIED FERSC N WHO SI.6ALL.
DEM NSTRATE CCMIF EJC , TO THE SATISFACTION CP THE IB.IILDING 0:FICIAL,
M +5 AND LARGER: GRADE 60 FOR If PECTICIN OF THE PARTIC _4R TYPE OF CONSTRUCTION OR OPERATION
2. CONCRETE COVER FOR MBAR SHALL. BE: IW:gJIRIPCa SPECIAL INSPECTION
A CONCRETE POURED AGAINST EARTH• 3' 2 TI-E C0451RUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED
B. CONCRETE EXPOSED TO WEATHER:
NSF£CI•ICNS REEQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SFECIAL
=
L 5 AND SMALLER: 1K'
INSF`9CTICN IS N ADDITION TO, NOT A SU561ITLE FOR IN ECTICN RE-G UIRED
ll`�CN 16 SUM)ECT TO REMOVAL OR E400SUFIE.
2. % AND LARGER: 2"
TO BE FEFFOR'ED BY A CITY BUILDING MFECTCR,
A FROFERTY CWERS mm-1 F mm^1 FORM FOR WORK REQUIRED • HAVE
C. CONCRETE NOT EXPOSED TO WEATHER:
3. WI-EN MORE THAN Cl E CATEGORY CF WORK REGURNG SPECIAL INSPECTION IS
SFECIAL _- • ,. AND STIRUCl`UR4L 015SIERVATICISIS MlST _.. CCI'FLETED 1
1. *11 AND SMALLER: P/4°
FER-0R°E'D SA'W_TANEOUSLY, OR THE LOCATION OF THE WORK IS SUCH THAT
BY THE PR20ERTY OWNER FROFERlY CHNIElieS AGENT Cr RECORD
2. N4 AND LARGER: lt'
IT C0440T BE OBSERvW PER THE STATEMENT CF NSFECTION3 AND SECTION
I I U8
TYPICAL MBAR BLOCK
Itria
1105 CF THE BUILDING CODE, IT SHALL BE THE AGEAICT'S RESPONSIBILITY ILITY TO
1. CONCRETE MASONRY WALL$ SHALL HAVE A MINIMUM 28
4 FTG INFONVIATION
3. REBAR DETAILING AND PLACEMENT SHALL BE IN
EMaLOY A SUFFICIENT NJ°tER OF NSFECTO S TO ASeU1AE THAT THE
42
SEE SHEET 6 FOR
ACCORDANCE WITH THE 'MANUAL OF STANDARD
REFIRED INSFECiIQNS ARE PROViDED.
MATMALA SYSTS*16, =MPOSENTS AND, EQUIF"NI'S
SITE
SITE SPECIFIC
PRACTICE" BY THE REINFORCING STEEL INSTITUTE.
4. THE SFECAA. INFECTOR MIST BE CERTIFIED BY THE LOYAL JURSDICTION
COINTSTRUCTION AS SPECIFIED IN C8,C. SECTION 2105
CONSTRCTION DETAILS.
4. VERTICAL BARS SHALL BE TIED IN PLACE AT THE TOP,
DEAELOI " Wr SERVICES, N THE CATEGORY OF WORK REGUM D TO HAVE
AND ASS315LIES ON Tl-E FREMSES OF T�-E FABRICATORS SHOP. 1l
BOTTOM AND INTERMEDIATE POINTS PER CBC
SPECIAL NSFECTION, EXCEPTIONS:
FABRICATOR 89ALL SUEMIT AN 'APPLICA1104 TO PEFWORM
CHAPTERS 19 AND 21.
A SOILS INSPECTION SHALL BE PFVADED BY THE GEOrEQ•NICAL
- I • - I SE RACES DIVISION - �•.- •.
5. ALL REBAR ANCHOR BOLTS, DOWELS AND INSERTS
9/30/19
O"IENCEMISIT CP FABRICATION, FAMIRICATOR SR4LL SUBMIT A XMRTIFICATE
SHALL ME WELL SEGUi D N POSITION PRIOR TO
WELL SE
B- SMOKE CONiRCL SYSTEM INSECTIO-Z SHALL BE BY
CF OC"CLIANCE FOR OFF-SITE FABRICATICN* TO THE MFECTION SEWCES
MAX LINEAR SHRINKAGE Or 0.06%
MECHANICAL ENGIRE�ER GF RECORD
DIVISICN PRIOR TO M;MCTICN OF FABRICATED ITS15 AND AS15BIBLIES.
3. MORTAR SHALL BE _, .. •_. S. y.. • . TO
_
K-EIRE MATERAL5 GF A88EM15LIES ARE FECUIRED BY BUILDING ♦D
C5C TABLE 2100.2.2.1.2 (MINIMUM ISM PSI AT 28 DAYS)
BE LABELED, SJC�4 MAMMALS 4ND ASSM-BLIES SHALL BE LABELED BY AN
AND TO ASTM C 1142.
AGENCY AFFROVIED BY LOCAL JURSDICTION IN ACCOR:0ANCE RT14 SECTION
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DEM NSTRATE CCMIF EJC , TO THE SATISFACTION CP THE IB.IILDING 0:FICIAL,
M +5 AND LARGER: GRADE 60 FOR If PECTICIN OF THE PARTIC _4R TYPE OF CONSTRUCTION OR OPERATION
2. CONCRETE COVER FOR MBAR SHALL. BE: IW:gJIRIPCa SPECIAL INSPECTION
A CONCRETE POURED AGAINST EARTH• 3' 2 TI-E C0451RUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED
B. CONCRETE EXPOSED TO WEATHER:
NSF£CI•ICNS REEQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SFECIAL
=
L 5 AND SMALLER: 1K'
INSF`9CTICN IS N ADDITION TO, NOT A SU561ITLE FOR IN ECTICN RE-G UIRED
ll`�CN 16 SUM)ECT TO REMOVAL OR E400SUFIE.
2. % AND LARGER: 2"
TO BE FEFFOR'ED BY A CITY BUILDING MFECTCR,
A FROFERTY CWERS mm-1 F mm^1 FORM FOR WORK REQUIRED • HAVE
C. CONCRETE NOT EXPOSED TO WEATHER:
3. WI-EN MORE THAN Cl E CATEGORY CF WORK REGURNG SPECIAL INSPECTION IS
SFECIAL _- • ,. AND STIRUCl`UR4L 015SIERVATICISIS MlST _.. CCI'FLETED 1
1. *11 AND SMALLER: P/4°
FER-0R°E'D SA'W_TANEOUSLY, OR THE LOCATION OF THE WORK IS SUCH THAT
BY THE PR20ERTY OWNER FROFERlY CHNIElieS AGENT Cr RECORD
2. N4 AND LARGER: lt'
IT C0440T BE OBSERvW PER THE STATEMENT CF NSFECTION3 AND SECTION
I I U8
TYPICAL MBAR BLOCK
Itria
1105 CF THE BUILDING CODE, IT SHALL BE THE AGEAICT'S RESPONSIBILITY ILITY TO
1. CONCRETE MASONRY WALL$ SHALL HAVE A MINIMUM 28
4 FTG INFONVIATION
3. REBAR DETAILING AND PLACEMENT SHALL BE IN
EMaLOY A SUFFICIENT NJ°tER OF NSFECTO S TO ASeU1AE THAT THE
42
SEE SHEET 6 FOR
ACCORDANCE WITH THE 'MANUAL OF STANDARD
REFIRED INSFECiIQNS ARE PROViDED.
MATMALA SYSTS*16, =MPOSENTS AND, EQUIF"NI'S
SITE
SITE SPECIFIC
PRACTICE" BY THE REINFORCING STEEL INSTITUTE.
4. THE SFECAA. INFECTOR MIST BE CERTIFIED BY THE LOYAL JURSDICTION
COINTSTRUCTION AS SPECIFIED IN C8,C. SECTION 2105
CONSTRCTION DETAILS.
4. VERTICAL BARS SHALL BE TIED IN PLACE AT THE TOP,
DEAELOI " Wr SERVICES, N THE CATEGORY OF WORK REGUM D TO HAVE
AND ASS315LIES ON Tl-E FREMSES OF T�-E FABRICATORS SHOP. 1l
BOTTOM AND INTERMEDIATE POINTS PER CBC
SPECIAL NSFECTION, EXCEPTIONS:
FABRICATOR 89ALL SUEMIT AN 'APPLICA1104 TO PEFWORM
CHAPTERS 19 AND 21.
A SOILS INSPECTION SHALL BE PFVADED BY THE GEOrEQ•NICAL
- I • - I SE RACES DIVISION - �•.- •.
5. ALL REBAR ANCHOR BOLTS, DOWELS AND INSERTS
9/30/19
O"IENCEMISIT CP FABRICATION, FAMIRICATOR SR4LL SUBMIT A XMRTIFICATE
SHALL ME WELL SEGUi D N POSITION PRIOR TO
WELL SE
B- SMOKE CONiRCL SYSTEM INSECTIO-Z SHALL BE BY
CF OC"CLIANCE FOR OFF-SITE FABRICATICN* TO THE MFECTION SEWCES
MAX LINEAR SHRINKAGE Or 0.06%
MECHANICAL ENGIRE�ER GF RECORD
DIVISICN PRIOR TO M;MCTICN OF FABRICATED ITS15 AND AS15BIBLIES.
5�
E
n
2 -04(H) CONT.
TYP. (U.O.N -) -
PLACING CONCRETE. C. WHEN THIS 1QEQUIR 3,8%rr IS HAUVED BY THE SUllLX)Wa OFFICIAL 2 -WH) CONT. -TYP (U.O.N.) • EA.
6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP 5. IT IS 71-E RE15FON5I5ILITY CP THE CONTRACTOR TO NOTIFY THE SPECIAL STEM TI-K. CHANGE -TYP.
DRAWINGS FOR REVIEW BEFORE FABRICATION AND INFECTOR OR INS ECTION AGENCY AT LEAST ONE WORCING DAY FROR TO 04(H) CONE.
INSTALLATION. PIEFFOR'IMYa ANY HOW THAT REGUI ES SPECIAL INSFECTIM ALL WORK FIRST COURSE
c µ N J
gF
LENGTHS
=
AWS 01.4-05, EWXX ELECTRODES SHALL BE USED
04
ll`�CN 16 SUM)ECT TO REMOVAL OR E400SUFIE.
FOR BAR TO BAR 4 E'TVXX ELECTRODES __
6.
A FROFERTY CWERS mm-1 F mm^1 FORM FOR WORK REQUIRED • HAVE
USED FOR REINFORCING TO STRUCTURAL STEEL.
SFECIAL _- • ,. AND STIRUCl`UR4L 015SIERVATICISIS MlST _.. CCI'FLETED 1
3/8
1/2
BY THE PR20ERTY OWNER FROFERlY CHNIElieS AGENT Cr RECORD
3/4
1/8
I I U8
1 I/d
Itria
- CN SERVICES
1. CONCRETE MASONRY WALL$ SHALL HAVE A MINIMUM 28
-1
TI-E CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE AFFROVED
DAY COMPRESSIVE STRENGTH Or Vm - 2000 PSI.
42
py THE LocAL jLmapicnoN, DEVIELOR'ENT rARACES, FOR TESTING
C421PRESSIVE STRENGTH OF MASONRY MUST BE
MATMALA SYSTS*16, =MPOSENTS AND, EQUIF"NI'S
VERIFIED BY PRISM TESTING PRIOR TO AND DURING
8
FABRICATOR MU13T BE RMSTERED AND AFFROVIED BY T�E LOCAL a
COINTSTRUCTION AS SPECIFIED IN C8,C. SECTION 2105
43
AIRSDICTICK DEVELOPMENT SEIRVICIES FOR 11-E P415RCATICNS OF M-IMERS IV
SPECIAL INSPECTION 15 FrEQUIRED UNLESS OTHERWISE
AND ASS315LIES ON Tl-E FREMSES OF T�-E FABRICATORS SHOP. 1l
NOTED ON THE PLANS OR DETAILS.
FABRICATOR 89ALL SUEMIT AN 'APPLICA1104 TO PEFWORM
TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS
Expires
- I • - I SE RACES DIVISION - �•.- •.
2. 00INTRIETE MASONRY UNITS SHALL BE MINIMUM MEDIUM
9/30/19
O"IENCEMISIT CP FABRICATION, FAMIRICATOR SR4LL SUBMIT A XMRTIFICATE
KEIG44T UNITS CONFORI-11143 TO ASTM C W, TYPE 1, WITH
sj \Q
9r_ CIV1� . 0.�
CF OC"CLIANCE FOR OFF-SITE FABRICATICN* TO THE MFECTION SEWCES
MAX LINEAR SHRINKAGE Or 0.06%
DIVISICN PRIOR TO M;MCTICN OF FABRICATED ITS15 AND AS15BIBLIES.
3. MORTAR SHALL BE _, .. •_. S. y.. • . TO
_
K-EIRE MATERAL5 GF A88EM15LIES ARE FECUIRED BY BUILDING ♦D
C5C TABLE 2100.2.2.1.2 (MINIMUM ISM PSI AT 28 DAYS)
BE LABELED, SJC�4 MAMMALS 4ND ASSM-BLIES SHALL BE LABELED BY AN
AND TO ASTM C 1142.
AGENCY AFFROVIED BY LOCAL JURSDICTION IN ACCOR:0ANCE RT14 SECTION
-a _
INE FEGTED AND LABELED IN ACCORDANCE W TH THE P SET
STRENGTH � 1900 PSI AT 28 DAYS. GROUT SHALL BE
FOR IN SECTION 1-103.5.1 1 T03.5.1 TWO" 1103.5 -1
PROPORTIONED AND WITH SUFFICIENT WATER FOR FORTH IN
A CERTIFICATE CF SATISFACTORY CCD°i ZnC N OF WCT•WK REGUIRN3 SPECIAL SLOPED TOE PER GRADING -I I
POURING WITHOUT SECaIEGATIOIN OF GROUT MIMCTION i'IUST BE CO`E'LETFJD AND 81.1011ITTED TO THE FIELD INSPECTION PLAN (BY OTHERS)
CONSTITUENTS. DIVISION OF THE APFiWVING MUMCIPALITY WHERE OCCURS BAR 2 -
5. ALL CELLS SHALL BE SOLID GROUTED UNLESS 11. NOTICE TO THE AFPLICANTWCI ,11EW SRS AGENT/ ARCHITECT OR EWAINSER
OTHERWISE NOTED ON THE PLANS. OF RECORD: BY USMYa THIS PER-11 I I CONLSTR J7MON DRAWINGS FOR
6. ALL HORIZONTAL R=_INFORCMENT SHALL BE PLACED IN CCINSTRUCTION/NSTALLATION 0- THE WORK SF£CPIED HEREIN, YCU ACS TO 2:1 L 014 CONT'® _
BOND BEAM OR LINTEL BEAM UNITS. CC-FLY WITH TT-E RE3.IREMWI'S OF CITY OF SAN DIEGO FOR SPEC A. / n FIRST COURSE
1. WHEEL GROUTING IS STOPPED FOR ONE HOUR OR LONGER INBFECTICNJS, STF44CR RAL STATEMENT OF SPECIAL IN EC TION5 AND AS
HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED REGUIREC 15Y THE CALIFORNIA COPISTRUCTION CODES.
BY STOPPING THE GROUT POUR Pii" BELOW THE TOP OF 12. NOTICE TO THE CONTRACTOR/ S UILDER/ INSTALLER/ SU8- C04TR4GT0R/
THE UPPERMOST UNIT. A'4 ER- BUILDER: BY USING THiS FERIITTED CONSTRUCTION DRAWII 26 FOR / w
S. ALL BOND BEAM BLOOD SHALL BE "DEEP CUT* UNITS. CO ISTRJCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN, TOJ
AND ARE ,AWARE CF THE R5QAqMNM CONTAINED N THE a WET -SETS
S. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE STATEMENT CF SPECIAL NSF£CTICNS, STRKitiR,AL OBSERVATIONS, ? -1 OR KEY
OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OP OCN8TRICTIGN MATERIAL TESTING AND OFF -SITE FABRICATION OF BUILDING
4' -0' IN HEIGHT. CC-F OINENT^S, CONTAINED IN THE STATEMENT CP SPECIAL INSPECTIONS AND, AS �p U • a
10. ALL GROUT SHALL BE CONSOLIDATED WITH A REGUIRED BY THE CALIFORNIA C.CZNSTRJCTICN CODES. T -0' MIN. TO DAYLIGHT 3
MECHANICAL VIBRATOR- LEC'sEND FOR DETAIL 2 VERIFY W./ 8011-8 REPORT
1
BAR DIAMETER AND MINIMUM LAP SPLICE /ANCHORAGE
LENGTHS
BAR SIZE
S
04
5
96
•T
®8 g
X10
BAR DRAM.( INCH)
3/8
1/2
5/8
3/4
1/8
I I U8
1 I/d
Itria
MAS. LAP /ANHORAGE (INCW
18
24
30
36
42
48 54
60
CONC. LAP /ANHORA.GE (INCH)
10
12
23
2i
43
54 68
81
T_m
9
Em
w BEND OFFSET HOOK
- • BAR •- f
O TO _
.. G . _ %.. • (CONC. �.. �.
P PER
TYP.
CONCRETING.
PER PLAN
(MIN.)
NO
STEM
i LAP PER SCH.
C.M.U. F
WALL & --
(MAX.)
r ADDN'L. REINr. TO FOLLOW SAME
w E upjt 3' -0° 1' -6° PROFILE AS STEPPED FOOTING
(MIN.) (MN -) CG REQUIREMENTS OF MAO.
'GENERAL
�J RETAINING WALLS' DETAIL THIS SHEET.
u REF. TYPICAL WALL SECTION(W FOR
Ff FOOTIwG SIZE 4 REIN'.
M
I TYP. STEPPED FOOTING
D I
FOUND DWL. MIN. LAP. PER
LAP OUTSIDE SOH. (24T11N) MIN- LAP.
�AR AROUNDi MN` ) '
1 j SCH. (24`
CORNER SOH. !24°MIN)
PER SICN�CON(!r
PER SCH.-CON1. OR 11 . i
I In CIA. OR • • r \ l • .
4ftMAS. 4ft MAO. MIN.
FOR PARALLEL BARS
REINFORCING
1;MQUIFEMENTS
TYPICAL SPLICE BENDMOOK EMBEDMENT REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL
ALL FUTURE FOUNDATIONS (BY OTHERS) -�
TO ME DEEPENED AS NECESSARY FOR
1:1 LINE EXTENDING DOWNWARDS P1OM
TOE OP FOOTING TO AVOID MASONRY STEM
214 CLR • /
L _1
S�U.O.N.).
� u /
2 12" CLR • 12' 71
4 3" CLR 16°
C.M.U. -TYP.
I
® BAR LAPS ASV. 4 BELOW SHALL
NOT COINCIDE At THE
SAME SECTION
WATERPROOFING BY OTHERS
z
21/2" CLR. A 12" 4
3' CLR ® 16' IL
CMa / D
BAR i L'
FOUND. DWL. m
/ DRAINAGE 4 MACKFILL PER
SOILS REPORT REQUIREMENTS
-NO HEAVY EC UIFMENT ALLOWED
it
REIN. PER 3"
4 TYP. SECTION a CLR
d Q 4 � P
IL ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD ` 3' --�,L ADO'L BARS AT
IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE •i. CONTRACTOR HAS THE OPTION OF EXTENDING "BAR I" TO TOP OF C.M.U. SECTION CSR FOUNDATION STEPS **
INCH OF GROUT BETWEEN ANCHOR BOLT AND MASONRY WITHOUT PROVIDING "BAR 20. a WALL FOOTING
WALLS. * *: CONTRACTOR TO PROVIDE ADDITIONAL 04 • 16' MAX. INCLINED BARS AT BOTTOM OF PER TYP. SECTION
FOOTING ONLY WITHIN WALL FOUNDATION STEPS EXTENDING T MIN. HORIZONTAL EACH
WAY AWAY FROM STEPS, REFER TO "TYPICAL STEWED FOOTING DETAIL" THIS SHEET. ^ U
NOTES FOR DETAIL 2:
L FOR ACTUAL CONFIGURATION OF: WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM KEY PER TYP. SECT,
LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(W. 12" MIN. WIDTH (U.O.N.)
2. ALL BAR ANCHORAGE/LAP SPLICES, HOOKS 4 MIN. STEM HT. REQS. TO ALSO CONFORM
TO TYPICAL "REINF- BAR BEND, SPLICE 4 ANCHORAGE DETAIL" THIS SHEET.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE GENERAL CONST. REQUIREMENTS OF
GUIDELINES PROVIDED IN THIS DETAIL TO ACTUAL FIELD 00NDITIONB-
4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY TO MEET TIINIMUM
DISTANCE TO DAYLIGHT" REQUIREMENT PER SOILS REPORT.
5. REINFORCEMENT LABELS USED IN THIS DETAIL (f.•. 'BAR I") ARE FOR M RENCE ONLY.
SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING.
MANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS
DESCRIPTION: STATION "ENC -30"
LOCATION: CENTER CDS, NORT END OAK CREST PARK PUBLIC WORT
DRIVE BRIAN M. ARDOLINO DATE
RECORD FROM: ROS 184162 PLANNING
ELEVATION: 388.48' DATUM: NAVD88 REVIEWER
CITY ENGINEER DATE RJeDrrTnc
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE:
R.C.E. NO.: 68478
E J SMI I1 EXP.: 09 -30 -19
DESIGN CRITERIA:
DESIGN CODE: 2016 CMC
WIND
ULTIMATE DESIGN WIND SPEED: 110 MPH
NOMINAL DESIGN WIND SPEED: 85 MPH
RISK CATEGORY: iI
INTERNAL PRESSURE COEFFICIENT: 10.16
WIND EXPOSURE: B
COMPONENTS AND CLADDING PRESSURE: 15.14 PSF
SEISMIC
RISK CATEGORY: 11
TYPICAL TYPICAL TYPICAL TYPICAL
CORNER INTERIOR CORDER INTERIOR
DOUBLE LAYER REINFORCINCs SINGLE LAYER REiNFORCM
WORK THIS SECTION WITH "REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL'
TYPICAL REINF. AT INTERSECTION
OF MASONRY AND CONC. WALLS AND FOOTINGS U
04 MIN. X 48' LONG
EPDXY COATED, STAINLESS
OR GALVANIZED SMOOTH
BARS MATCH (H) WALL (V) IMF. PER SCHIM.
REND, SPACING. DIP ONE
SEISMIC IMPORTANCE FACTOR:1.0 DIP ONE END IN GREASE END IN GREASE PRIOR TO /(4) pmtw. MR Tyr. SECTION
OR SLEEVE FOR BOND GROUTIN63
SS : LI43 SDS:0.195 BREAK - - -I
51 :0.441 5D1:0.458
51TECLASS: C
SEISMIC DESIGN CATEGORY: D
5ASIC FORCE RESISTING SYSTEM:
EXTERIOR NON STRUCTRURAL WALLS (61/0.1.0) (Rp =2.5)
❑SIMPLIFIED ANALYSIS PROCEDURE
(ASCE 1 -10 12.14)
® EQUIVALENT LATERAL FORCE PROC.
(ASCE 1 -10 12.8)
NO PINS THIRU
r FOOTING
I LL
PIPE TO CLEAF
yU
I SLEEVE BY 1/2"
ALL AROUND
CONC. FILL TO BE PLACED BEFORE FOOTING
18 POURED. MAKE SAME WIDTH AS FOOTING
AND POUR FULL WIDTH O: PIPE TRENCH
PIPE PERPENDICULAR TO FOOTING
18"
MIN
0
/ EW"ION CAP
REFS �A1FL.D FULL wraFPT PILL MATERIAL.
STANLESW OR
GA.VA IVI D
SMOaN BAR
EXPANSION JOINT DETAIL (PLAN VIER)
#• -•` I• •
WHERE PIPES ARE MORE
THAN 360 BELOW BOTTOM
OF FIGS. FTG. MUST BE
LOWERED SO THAT 36'
MAX. IS MAINTAINED.
14
t i e. •
STEPPED FOOTING
. L
NO PIPES TO PASS THRU
COLS. OR COL. FIGS. OR
11 ? 11 UNDER COL. FTG.
MIN.
PASSING UNDER FOOTING
DIWCQJTMIE BOLD BEAM
REIW 4 Pi CMIX DEEP RAIQ
CMU CONTROL JOiNT
��
PIPE TO CLEAR
PIPE
SLEEVE BY in
ALL AROUND
STRUCTURAL WALL
DESIGN REVIEWED 4
I I
PIPE THRU
APPROVED BY ESGIL
FOOTING
F
CARP, Ag F C e19 -301
1
NO DIGGING--- -
FOR PIPE TRENCH \ \ I
PARALLEL TO FTG. \ ` - -, -J
QROf ESSIOryq<
WITHIN THIS LINE
J.
PIPE PARALLEL TO FOOLING
PIPE PASSING THRU FDN. WALL
No. 68476
TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS
Expires
9/30/19
sj \Q
9r_ CIV1� . 0.�
ENGINEERI G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
APPROVED: GRADING PLAN FOR:
rrL_ e 606 CAMINO DE ORCHIDIA 14190 -G
NOWAK EDWARD J. WI A4 R WESTON DOYLE
-�� CITYEJGINE / _ APNa258- 14'1 -60
DATE PLANNING CASE NO: 18 -194 CDP SHEET 5 OF 6
V �
266.8,
lE) FTG 4 WALL M
13611 -G VERIFIED
FOR NEW WALL
3URC44AR3E TYP.
(E) FTG a WALL P
13611 -G VERIFIED
FOR NEW WALL
9URCNARGE TYP.
261.8'$0
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: SJS bp SJS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
�vE�
DESCRIPTION: STATION "ENC -30"
INT. DATE PLANS PREPARED UNDER SUPERVISI® OF RECD APPROVED: E : GRADING PLAN FOR:
LOCATION: CENTER CDS, NORT END OAK CREST PARK PUBLIC WORKS DATE: 9-1))1
DRIVE BRIAN M. ARDOLINO DATE �� 6Q8 CAMINO DE ORCHIDIA 14190 -G
RECORD FROM: ROS 184162 PLANNING R.C.E. NO.: 68478 S NOWA EDWARD J. WI R WESTON DOYLE
ELEVATION: 388.48' DATUM: NAVD88 REVIEWER �- 13 �f CITY E INE �! APN: 258-141-60 CITY ENGINEER DATE INSPECTOR ST J S TH EXP.: 09 -30 -19 DATE DATE PLANNING CASE NO: 18 -194 CDP SHEET 6 OF 6