2008-842 G RGHT OF NAY MOLE B. N017FICA77ONS STUNIrA72 POLLl11KII Y CaN1R/RpL ME NOTES PART A) REA17ME Tn CWYRUCMV AC11N1ES JEFF
TAARUD
THE E i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 1424
F, CA 9200 AVENUE
OWNER IS TO OBTAIN A CCWSIRUCTION PERMIT FROM DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE CANGIREIE WASHOUT CARDIFF,
CA 92007
PUBLIC RK;✓4T OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS SEARCH OF AVAILABLE RECORDS TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTiUiiES EXCEPT AS SHOWN ON THESE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA iO CONTAIN WASHOUT WASTES
LIN SITE 760-815 -6139
THE RESPONSOTLITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS PLAN$ HOWEVER: ED CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO P FOL
ANY EXISTING UiiLITIES OR IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMW'ATER CONVEYANCE SYSTEM
STRUCTURES LOCATED AT THE WORK SIiE IT IS THE CO F ERFI RESH AND LITY 77 CONTACT THE FOLLOWNG DINERS F SAID OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESK,NATING THE WASHOUT LOCATION. �1E
UiLI1E5 OR STRUCTURES PRIOR TO ANY EXCAVATION, FAR VERIFICATION AND LOCATION OF UTILIIES AND N011FICATION OF
GRANGE NOTE COMMMEINOEMENT OF WORK: CONSTWCiKaN ,11E ACCESS 2416 A: 2424 MONTGOERY A VENUE
A. SEWERS - CSO - (760) -633 -1770 CARDIFF BY 7HE SEA, CA 92007
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LIVES WATER IS TO DRAMs AWAY FROM B. GAS A• ELECTRIC - SOGE - (760) - 438 -6200
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FAR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DiRT OF APN:261- 111 -47
STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. C WATER - SAN DEGUNTO WATER DISTRICT -1- 800 -227 -2600
SITE IBIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AN010P CORRUGATED STEEL PANELSIPLA TES.
D. TELEPHONE - SBC BELL - (760) - 489 -3411 CONSTRUC71ON WICLE LEGAL DEMWIM
UIXITM E. CABLE N -COX C0MMIUNiC4 (760) -806 -9809 X -2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING; VEHI LE LL07S 5 1
TIIRU8 IV BLOa( 9 OF CARDIFF, NN ONE CITY OF ENCUTA$ CODUNTY OF SAN
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2 CONTRACTOR SHALL NOWY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON
THIS PROJECT. PHONE: REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE: ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DIEGO, STATE OF CALMFORMA, ACCOQOMVG TO YAP
THEREOF NO. 1194 FILED IN THE
(760)- 633 - 2770. WIGS OF THE COLANITY RECORDER OF SAN OE =SIX SIX A000 TER 14, 1910.
WE TO BE DAME EROSIaV ON MIX
3. THE CONTRACTOR SHALL GIVE 14 HOURS NOTICE ON CALLS FAR INSPECTION. POE. • (760)- 633 -2770. ALL WORK PERFORMED EROSION CONTROL MUST BE
PROVIDED FAR ALL EROSIVE SURFACES SLOWED SURFACES ESPECIALL Y SHALL BE PROTECTED AGAINST OVER'S mP MILE
A. lAL WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS ADEQUATE GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX. 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECAFXA17ONS FAR PUBLIC WORKS CONSTRUCTION, D. EROSION CANIROL (SEE ALSO BEST MANAGEMENT PRACTICES
NOTES SEE SHEET 3) BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
THE DE9W CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNVGS ANY NO EXCAVATION AND GRADING ACTIVITIES
ARE ALLOWED DURING NET WEATHER. ON THE COMPACTION AND STABILITY OF THE SITE
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OWNER NAME
AT (760) -113 -4567, 24 HOURS
DIVERSION DICES SHALL BE CONSTRUCTED 1O CHANNEL RUNOFF AROUND THE CONSTRUCTION SIZE CONTRACTOR SHALL PROTECT DATE.
2. THE SOWS REPORT TITLED 7 ,91E INSPECTION FAR THE PROPOSED RESIDENTIAL ADDITIONS LOCATED AT 2416 & 2424 MONTGOMERY Z EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
AVENUN C CARDIFF BY THE SEA, CA' FAR SOIL 7ESiM DATED FEBRUARY 17, 2004, PROJECT No. 1167E4 -04, AND UPDATE LETTER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE ON OCTOBER 1, AT CONVENIENT LOCATIONS TO REMOVE EXISTING VEGETATION ONLY WMEN ABSOLUTELY NECESSARY. LARGE PROECIS SHALL BE CONDUCTED IN PHASES
TO AVOID
DATED APRIL 22, 2008, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DANE IN ACCORDANCE FACILITATE RAPID CANSTRUCTOON OF TEMPORARY
DEViCES W1EN RAIN IS IAMNHE'NT UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. SS NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP 5WIAIURE
W 7 THE RECOWWNDA WNS AND 5PE -
CFTCA 71ONS CONTAINED IN SAID REPORT AND LETTER.
3. DEVICES WW ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. DECREASE EROSION.
JEFF TAARU0
3 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LOCATION AND TYPE OF DRAINAGE FACILITIES NOWT OF
)WROWMIENTS NTHIN STREET RK;HT- O- -WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION O THE CITY TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT MMAMAiELY PLANNIED FOR EROSION
CONAWTIOV WITH MIP1ROVEMIENT PLANS. ENGMEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CONTROL PUIRPOSES EROSION SHALL BE PREVENTED BY PLANTING
FAST -WOW40 ANNUAL AND PEREIMYAL GRASSES TO SHIELD AND LE6191b STAADAW Sim
BNO THE SOIL.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO
AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACIIWWS ARE COMPLETE PROPERTY BOUNDARY - -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING WATER USAGE FOR OUST CONTROL SHALL BE
MINIMIZED
EXISTING CONTOUR
OPERATIONS ANYTHING DAMAGED DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND
SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EXISTING ELEVATION
AREAS *HEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. QN -SITE CANSiRUCiK�V AIAIERUL STO
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WNICCH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PUN SHALL BE INCORPORATED HEREON. STARED MATERIALS SHAH CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE PROPOSED
372-40
THESE PRODUCTS WHERE THEY WLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FAR ALL PROPOSED
ELEVATION
7. THE CONTRACTOR SHALL DESK N, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH FUEL SAD ON-97E. PROPOSED CMU RETAINING WALL (PER PUN) 0
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS MIRK DAY. DAYLIGHT
LIVE ELIMINATE OR REDUCE POLLU77ON OF & GIRADWG AND EQUIPMENT OPERATING WI NN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 9. ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY NHEN THE FIVE (5) DAY MATERIALS, ASPHALT CONCRETE, AGGRE� STOCKPILES SHALL BE LOCATE S I NCLUDE
WAY FROM L'ONCENTRAiED STORMWATER SAWCUT LINE T' '
C'ONDIUCiED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATUROAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40
X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. FLOWS AND STORMMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WTH SAL STABILIZATION MEASURES
AND PROVIDED
W1H A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES BLADED ,WALE
GI
9. NO ING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WTH THE FOLLOWNG PEOPLE
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERWTTEE. THE PREGRADE MEETING SHALL SAN DEGUTO N DE NCT MOTE IRAMG
B.M.P. PLANTED AREA • (DETAIL A SHEET 2)
BE SCHEDULED W1H THE CIiY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770.
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE CONTRACTORS' EMPLOYEES WIO
PERFORM COIVSTRUCRON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR W7H THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WIFNN THIS PROJECT THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF
ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WTHNN THE LINTS OF TENS CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE OUP NOTES SHALL BE AVAILABLE TO EVERYONE
WORKING DIRECTION OF FLOW
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER PROJECT. ON SITE THE PROPERTY
ONNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMMWATER REQUIREMENTS BUILDING FOOTPRINT
SHALL COMPLY WiH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WTH REGARDS TO THE HAULING AND THEIR OWN RESPONSIBILITIES
LINTS OF AC G U
OPERATION. 2. ALL EXISTING FACWTIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS LINE PARALLELING OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS W7HIN 10 FEET OF PROPOSED WATER MAINS SHALL BE WASTE M ANAGEUMT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL SHOWN AN IMPROVEMENT PUNS ELECTRICAL AND SEWER
TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN CONTRACTOR SHALL BE RESPONSIBLE FAR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING
OF CONCRETE HAROSCAPE
RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. 842 -G DNEGUITO WATER DISTRICT. UNUSED
OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WTH THE APPROVED GRADING PLAN OR AS SHOWY ON THE ATTACHED PROHIBITED.
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERWES 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND /AR ADJUST TO GRADE ANY EXISRNG WATER FAC)UTY (FIRE 6' PVC STORM DRAIN PIPE SER 35
SUCH GRADING OPERATION. HYDRANT, METER$ VALVE$ VALVE BORE$ ETC.) WICK IS AFFECTED BY THEIR PROECT. ALL AFFECTED WATER FACIIJ71ES MUST NO
SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORNWITER. BEANSI MKES SHALL BE PACED AROUND DIAMMPSTERS TO NEW 12 "X12" CATCH BASIN BY W �
MEET CURRENT SAN DEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO DIVERT THE NATURAL STORM ROOT.
DLMMPSNIE'S SHALL BE CECKED FREQUENTLY FAR LEAKS DUMPSiER LIDS SHALL REMAIN
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT CURRENT STANDARDS AT THE OWNERS EXPENSE.
CLOSED AT ALL TIMES OUMPSTERS WTHOUT LIDS SHALL BE PLACED WTHIN STRUCTURES WTH IMPERVIOUS ROOFING OR COVERED WTH NEW 6' DIA DRAIN INLET BY 'NOS' =
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL TARPS IN ORDER TO AVOID RAIN
CONTACT WTH ANY,TRASH MATERNAL. NEW 6' DIA ATRIUM GRATE BY IDS' _ - _
SUBMIT SOILS REPORTS AS REQUIRED AND DULL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING 4. UiX177ES TO MAINTAIN MM/MUM 5 -FEET SEPARATION
WEN PARALLELING WATER SERVICES.
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS MANY CONSTRUCTION MATERIALS, INCLUDING
SAL VENTS, WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WATER SERVICE W
OPINIONS ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FAR THEIR INiETNDED USE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REWIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGUITO GAS AND ELECTRIC VAULTS WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPRAPRIAiE LANDFILL 0000(
D
OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE SAND BAGS
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PCNDING 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF
DRIVEWAYS AND ALL OTHER iRAVELED WA 1S. WATER METERS MUST BE IN HOTLINE TOLL FREE AT (800) 714 -1195. FAR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL
EDCO AT (760) SALT FENCE (PER PLAN)
OF WATER HE SHALL CONiROIL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FMISNED WORK ON THE SITE FRONT OF PARCEL THEY ARE SERVING. 436
-4151•
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 7WE AS PERMANENT DRAINAGE POLLUTANTS SHALL 6E KEPT OFT
EXPOSED SURFACES PLAC TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SIZE ' STORMM WATER TREATMENT SWALES AND PLANTED AREAS SHALL NOT BE MODIFED
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OR REMOVED WTHIOUT A PERMIT FROM THE CITY OF ENQNITAS
14. ALL AREAS 70 BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WIN STANDARD STAMENT OF FJM(NI�E R OF MW PORTABLE
TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FAR LEAKS CONTRACTOR SHALL PROVIDE
SPECIFICATION . ALL VEGETABLE MATTER AND OBJECTIONABLE MATERNAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE T UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER SHALL COMPLY NTH THE SECONDARY CONTAMAI(ENT AND LOCAiE PORTABLE TOILETS AWAY FROM STORM ORAN INLETS ON PERVIOUS SURFACES
SURFACE UPON WICIN THE FiLL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM GENERALLY ACCEPTED STANDARDS AND PRACTICES OF
THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER ALL CONSTRUCTION DEBRIS SHALL 6E KEPT AWAY FROM ONE STREET, GUTTER AND STORAMDRAMI. CONTRACTOR MUST ROUTINELY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED )O A DEPTH OF 12 INCHES AND THEM COMPACTED TO A MINIMUM OF FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PUCE, SPREAD, WATER AND COMPACT THE FILL IN STRICT REGULATIONS REQUIRED BY THE CITY OF ENC118TAS
TO THE EXTENT THAT THE ENGINEER CONIROLS SUCH
ACCORDANCE WTH SPECIFICATIONS PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR RENEW PERFORMED BY TIE CITY OF ENWROI IENTAL
DATA
FOR MORE INFORMATION AN SiORMWAIEIP POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT T HE E N G INEERING
ENCINITAS IN 0 CAPACITY AS A PUBLIC ENTITY FAR THE PLANS PREPARED BY THE ENGINEER 9S NOT A DEPARTMENT, CITY OF ENCMNTAS AT (760) 633 -2770.
i) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 11.5%
15. CUT AND FILL SLOPES SHALL 6E CUT AND )RIMED 1D FUISIH GRADE ILO PRODUCE SM1001H SURFACE AND UINIFORMI LItOSS DETERMINATION BY T CITY OF ENCIN OF THE TEC FOCAL
SUFFICIENCY OR ADEQUACY OF THE PLANS OR
SECTION. TIE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED. PLANTED AND )RIMED AS DIRECTED BY THE DESIGN AND IT THEREFORE DOES NOT RELIVE THE ENGINEER
OF RESPANS8UTY FOR THE PLANS OR DESIGN 2) MAXIMUM VERiiCAL DEPTH OF CUT = 5'
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES ROOTS AND OMR WASTE MATTER EXPOSED OR OF AFROWAEN73 BASED )HEREOy, THE ENOWEER AGYIEES TO
IALtEA4WY AND HOLD HARMLESS THE CITY OF ER DEPTH OF CUT 30 C ` . ` Y = 15' SF. x 27 = .6 FT
EXCAVATION OR EMBANKMENT SLOPES WNCH ARE LIABLE TO BECAME LOOSENED 57HALL BE REMOVED AND DISPOSED AF THE TAE ENCIVITAS AND /IS OFFICERS AGENTS. AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING S�S EIMG M , S M? N'X47E 4) AV
AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE. SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND
HIS/HER AGENTS OR 5) AVERAGE DEPTH OF FILL = 410 CY15,209 SF. x 17 = 2.3 FT
EMPLOYEES ACTING WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT 1, JOSEPH C. SMYTH, A REGISTERED CIVIL
ENGINEER IN THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FiELD OF
16. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWSE DISPOSED OF OF OF THE WORK PERFORMED BY THE ENGINEER. APPLI
ED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 7HE SOIL CONDITIONS PREVALENT WTRN THIS ,11E
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE WAS MADE BY ME OR UNDER MY DIRECTION
ON 7- 03 -03. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS EARNIM NOTE
FREE FROM UNSNGHiLY DEBRIS APPROVAL OF LOCAiiON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY STUDY, WTH MY RECOMENDATIONS,
HAS BEEN SUBW TIED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMENDAWNS INCLUDED IN THE
SOILS REPORT FOR TENS PROJECT FILL: 440 CY
BY. DA 7E.- 7 R AOFESS /O HAVE BEEN INCORPORATED IN THE GRADING PUNS AND SPECIFICATIONS CUT 30 CY
O �! IMPORT: 410 CY
RANDY R. BROWN R ' @A F �-
SOWARDS AND BROWN ENGINEERING, INC. R^ rn
> '�'^ > 2187 NEWCASTLE AVENUE, SiE 103 *�� * 21650
CAR IMPERVIOUS AREA PRIOR TO CANSIRUCiION: 4 963 SQ FT
A `
CARDIFF BY THE SEA, CA 92007 EXP. DATE.- Exp. tU30/ DATE.- 9/30/09 Ppl ' f7
> > i TELEPHONE N0. (760) 436 -8500 JP CCV JOB x"1167 -E4 -04 ` J < IMPERIOUS AREA AFTER CONSTRUCTION:
6,055 SQ FT Q
c RCE NO.: 36190 // f 1�
m c m DUBLN DRIVE EXP. DATE 6 -30 -06 l F OF CIAO SOIL TESTERS j a INCREASE IN IMPERVIOUS AREA:
1,092 SQ FT W
C m ,.
P.O. BOX 1195 gg 2
LAKESIDE, CA 91040 i EY`r (� 0
�Z $ 619- 443 -0060 N CS sA E L: W
-517E Z 8
_.. 0i
m
KILKENNY DR�VE NtaRKS PLAMY/MG & BLMDr1Nl' PARKS & REM IM SAN DEGUTO NAM? DUST. DMCAINTAS FARE PKIMCB M WT. FERMIS
0 ;
DR /CDP PERMIT NO. 01 -046
N lilN/T I MAP G � K aO 3/ [1N f C �.aB /e��V �" .1�� 71411
� 1EN� TINE MAP PER N M O BT NO. N/A N�" N &a
N.T.S. BY.• D iE DATE• Y DA 7E. SIGNATURE EXPIRES 2 ?EARS FROM DATE SHOED DATE•
t REVISIONS APPROVED DATE REFERENCES DATE BENCH LARK SCALE SMIAL MSiR1CT APPROVALS CITY OF ENCINMAS OMCOW
SERWMS XPARiAEIM DRAW W.
AS -WILT I .07 OESCIRIPTIGN: SO. cQUNTY BF ARK A9 PLANS PREPARED LWM 9P RWS M OF RECOA WDW �(, APPROWD
GRADNMG & EROW MVIRAL PLAN FAR:
` OF � � A THE NTERSECTION M a (,� TAARUD RESIDENCE 2416 & 2424 MONWOWRY Aw
HORIZONTAL 1' =10' DATE 7 � � 842 -G
R.C.E. NO. 36190 BY. BY LOiS 5-8. BtOICK 9, MAP 12918
RECORD FROM: SD. COUNTY SENCNWARK VERTICAL NIA RANDY R. BROWN 630 10 DATE: DATE : A.P.N. : 261- 111 -47
PLANING CASE No 06 -212 V,DR,COP SHEET 1 OF 5
u
ELEVATION: 192.92 DATUM: U.SCkGS EXP. L�
JOB NO. 07 -040 DA E : 7109108
SPEa4L MMES
\ 1. PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXISTING BUILDING, CONCRETE PAVEMENT, WALLS PLANTER,
LANDSCAPING AND ALL
n OTHER ITEMS LOCATED WITHIN THE LIMITS OF NEW DEVELOPMENT AS SHONN HEREON, UNLESS OTHERWISE NOTED. THE CONTRACTOR
SHALL
FAA $;c OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN HEREON TO BE DEMOLISHED.
STORM DRAIN DATA TABLE E WOR PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE ��z
O Z ND SLAB ON GRADE SHALL BE 4' THICK OVER 2' CLEAN WASHED SA OVER 2' OF CLEAN SAND OR
PEA GRAVEL. REINFORCE NIiH /3 BARS 0
LIVE DESCRIPTION LENGiH NTS PROPERTY IF ANY DISTURBANCE TO ADJACENT ti �� 18" 0/C EW. USE 520 -C -2500 CONCRETE.
CONCRETE JOINTS PER ARCHITECT
1 6" PVC 0 1.OX (SDR 35) IES IS ANTICIPATED AS A RESULT OF ANY PROPOSED
O A WRITTEN LETTER OF PERMISSION FROM THE ADJACENTf �I 3. CONSTRUCT PCC DRIVEWAY MIN. 5 1/2" THICK OVER 6" (MWV) CLASS
11 AB PER G -14, UNLESS OiHERNIS£ SPECKED BY SOILS ENI MUST BE OBTAINED AND SUBMITTED TO THE m W BASED ON OBSERVATIONS IN THE FIELD6'
PVC 0 i.O% ( SDR TY ONNER ) 47' IOR 7a __ TO START OF ANY SIKH NORK. ANY DISTURBANCE
Q �?q� 8 6" PVC • i.Ox (� 35) 44 ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN USLY AUTHORIZED MI NRIiIIG AND SI/dMIT1ED TO THE CITY
4. NEW ALLEY SURFACE TO BE AMP. 4' AC ON 6' CUSS II BASE, WITH 3' HIDE PCC RIBBON GUTTER, UNLESS OTHERWISE SPECIFIED BY SOILS
6' PVC 0 i.O% ( ) 43' NNOS FQR A STOP-WORK TO BE ISSUED FOR THE PROECT ENGINEER BASED ON 099RVADMS IN THE FIELD
6' PVC 0 1.01 (� M) 42' THE REQUIRED PERMISSION IS OBTAINED. \ , 5. EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4' 7 NCK
OVER 3' CLEAN SAND. REINFORCE WITH 6X6 - 10/10 MELDED HARE MESH. USE
I� q0 520-C -2500 CONCRETE CONCRETE JOANTS PER ARCENTECT
?� ,,
0 5 10 20 30 6 ELE 110
VAWS SHOWN HEREON MAY VARY DURING CONSIRUCiION DUE TO SOIL ENGINEERS FIELD 1£S15 AND
RENpA11QNS
7. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED PRIOR 77 START OF WORK FOR ALLEY IMPROVEMENTS 0 FOR DRIVEWAY &
IMPROVEMENTS
cp
NITAW MONTGOMERY AVENUE PUBLIC R1W �O
CAU11 N11 8 SEWER LITERAL TD BE EXTENDED FROM EXISTING SEWER SYSTEM TO NEW RESIDENCE NTH 4" DNA. PVC (sDR
35 MIL) 0 2% SLOPE IWTH 36" b
1 / COVER 0 AS REQUIRED BY THE CITY OF ENCINITAS
CONTRACTOR TO VERIFY EXACT LOCATIONS AND ELEVATIONS O
10 \ EXISTING UNDERGROUND UTIJTES PRIOR TO START OF 9. STREET ADDRESS SHALL BE PERMANENTLY POSTED. NUMERALS SHALL
BE 4' AMA" AND SHALL CONTRAST KITH MOUNTING SURFACE. SIZE
COVSiRUCiION THE ENGINEER OF NARK SHALL BE NOTIFIED OF AND LOCATION MAY REQUIRE CHANGE WIN POOR NSSLITY AND SNOW DISTANCE
FROM STREET. GN
\ ANY DISCREPANCIES NTH THIS PLAN.
10. PIPE TO BE 6' MIN PRIVATE PVC (SOR 35) 0 ix MIN, U.N.O. CONNECT EXISTING STORM DRAINS TO PRIVATE STORM
DRAIN
SFIOMN HEREON.
MERE" \\ " \ 11. UNLESS NOTED OTHERWISE; PRIVATE CATCH BASINS TO BE EITHER 6' DIA. ATRIAM GRATES BY KIDS'
LOCATED IN PUNTER AREAS OR 12'
\a \o �� SQUARE CATCH BASINS BY 'NDS' LOCATED IN UNN AREAS. RETFR TO LEGEND ON SHEET 1.
2M I OMMY AIE _ \ ` 12. BUILDING DOWNSPOUTS AND WALL DRAINS TO BE CONNECTED TO PRIVATE STORM DRAIN SHOWN HEREON
NTH 4' PVC (SOR 35) 0 i% IAW
APIk 201- 111-47 13. STORM DRAW CLEANOUTS SHOWN HEREON SHALL BE 4' DIA. PVC PER SDRSD S -3, TIME $' L>ECORAiIVE
COVER PER ARCHITECT
DIRECTED OVER OR / 14. RUNOFF FRAM ROOFS AND HOROSCOPE SURFACES TO BE THROUGH BMP
iREA1MENT FACILITY PRIOR TO OU)LET TO ALLEY.
c >> v d e 1% 1155.94) <'?r L
d` �y. .'� W '* . G 15. ALL ONSITE DRAINAGE ASSOCIAiED NTH THIS PROJECT INCLUDING BMP TREATMENT OF
RUNOFF OF ROOFS AND OVER PRIVATE HARDSCAPE
\' ma c^ AREAS NILL BE PRIVATELY MAINTAINED.
a 10 , ° A
IN
d
1 °92 Hi5.86° J CIIr�i✓AIN#" /MIT eWt _/�
c
J01w ha �
z `, b s ,tilc. /
3 7
-
r r,5 ° / � ° �' S qr� °< e a 11594 �1\ d �
5 ,� ��51e` �` 1 0 •x, � 11591 41
\O j ° eFL 1
R ` d
O
O PA 1
\��� L(1 d 115 T8 ° 41• s
t ad � a T d , 115. �" � e •o � � � - -
°
G' a ° ',l► + �!� c^ A b 15.64
\�" / 'Q eeifditY7f S 1 \
r
z
c, d J �sn $ c� Ar�I11�V d z�
� e l °
� d $��.� t1 5.86 ��� f EXIST. WALL �,, �(
a� V/ � . �F� d \ f UM06GA A kCN Sik* E 125.08 EXIST. CROWN (1YP) �
OVA 1 " � 4 125.25
��. •o -3,0' EP 1.25% 1. 15x EP
FINISH GRADE Fi 91 GRADE
R a - 0.3' I EX15T
d EXIST. PAVEMENT
EXIST WA
��� i SECTION
VARIES
e <
11r o 11 `� EROSION CONTROL ET
MAiVli'>RY A YE - SECIK/W B
g �
1 15 3wLAWK -APE SW - D TAL A iLT.s
p �° s 8 �► I. Ts
r ' ` 11,5
PA
E Gam' ` g% ............ �. 1i46 r� f
ALLEY �
a
v►� cap ��� 5� �� �, � \ �� � >
�► S���o � �,�� p e ., o s \ �w r � 40 ' - �� 7s' 7s � � a FENCE
17' ±_ ASS SWALE
NOM END NEW EXIST EP 124.81 k
S
TRENCH DRAIN WALL w ,- EXIST. CRONN
TG 125.35 TM' rte■
PCC D 127.5 0.17 RETAINING WALL C7
NO WORK IS PROPOSED ON ADJACENT PROPERTIES j ° NEW GARAGE 125_ 115.1
i.OX 7.7X 1.25% EP � PER SDRSD C -3 2
-_
1.15.T VARIES o VARIES 2
r MIN
w
M01E BUILDING WALL LL>a�G PLAN
NO EyJST• 51 FL 124 EXIST. PAVEMENT SECTION a 1 a !
° FESS/ 4.33' :. W
`5 RPM O,y NEW 5' AID ACSMALE POLLUTION CONTROL (SIOPC) _� ALL THE WORK PROPOSED ON THIS PLAN IS
ENTIRELY N11HIV THE �O l 3' HIDE RIBBON GUTTER. 7' THICK (MIN) AC 4" THICK OVER 6' CLASS Z 8
PRIVATE AREA NOi BE MODIFIED MI PERMIT FROM THE CI AF APPLICANT'S PROPERTY IF ANY DISTURBANCE TO ADJACENT ` �Q �O� R. B9� F XISIING
WALL TO (MIN)
y 5 1 2' PCC OVER 6' CLASS 11 AB MMI. PCC OVER 6 (MIN) CLASS // BASE PER 11 AGGREGA)E BASE (MIN)
0 `
ENCINITAS TO BE REINFORCED NTH EROSION CONTROL BLANKET PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED Q Z r 7 „
SDRSD G -12. Q 1
(ESN's). LE TTER A WRITTEN LETTER OF PERMISSION FROM THHE ADJACENT ¢ No. 36190 a M
PROPERTY ONNER MUST BE OBTAINED AND SUBMITTED TO THE Exp.6I30110 E
s
° CITY PRIOR TO START OF ANY SUCH NARK. ANY DISTURBANCE
ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN ,J�t C I o. WALL SUBORAIN p m
PRENOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY 'lF of CAL \F MO NTGOAUY A W - YCMV C ALLEY
- 070 D 3
IS GROUNDS FAR A STOP-WORK TO BE ISSUED FAR THE PROJECT At Ts mTs
UNTIL THE REQUIRED PERMISSION IS OBTAINED. y
¢ t RENSIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESVIDBY °I ON BY °�°®BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
AS- &ILT ADDED DETAIL 1b ON MENDED APPROVED GRAM _ HEET 5 RS .$O•� PUNS
PREPARED UNDER SUP ERVISION of RECOMMENDED PLAN FOP
� S g EV/EU HJI�DSCa°IE COUNTY OF SAN DECO BENCHMARK ,(9
5 DANM A EYI S. LOCATED AT THE TOP OF A RETAINING WALL AT THE HORIZONTAL i' =10' DAIE 7 D9 O8 TAARUD
RESIDENCE 2416 & 2424 MONTI>aA UY AVE
INTERSECTION of NORFOLK DRIVE AND CAMBRIDGE 842 -G
VERTICAL N/A
AVENUE. RCE No. 36190 Br : BY : LOTS 5-8. BLOW 9, MAP 120
ELEVATION: 192.91 DATUM: U.S C.OGS SIGNATURE DA TE ENGINEER OF WORK EXP. 6130110 DATE: DATE : A.P.N. T 261 -
111 -47 PLANING CASE N0: 06 -212 V D R,COP SHEET 2 OF 5
d JOB NO. 07 -040 DATE : 7109108
O�G
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
L� ' 4 BY 4 IN (10 BY 10 CM) THE POSTS.
c^ •- TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
� � s
l (f
J
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
0 5 10 10 1 ,rj� � .. � � � 10
2 INTO THE TRENCH.
��� FlL1ER FABRIC
O ��� 1�Cp '0000 yo_ \ /�- �'I j 3 WIRE 6N
fm>, SIL T FENCE A
N. T..S
J c^
xnw 246 WNAVERY AIE
fl
P APllk W- 111-47
o a �° �y �� � 115.94) r, /_
•ems ... ° s \ �✓
T o ♦ ` 1 �y GRAVEL BAGS OVERLAP
\ \ a ONTO CURB
y d
115.92• N588° �� c
5
� FA < r d
r °� ` s °' °° a 11594
o ° ���• .�� 1151 d 4 a,g �° 1$ \° �c r+ /
�\O s ° / 0 3 FT (0.9 M) MIN.
FL 1 .8
O
O PA
�
° °
�j►a� � �
� c o 15.64 ° q f� �c^�y o$, \\"� d GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS �al V'"
d y c�•�2�, ° °� a , � Q` ° d ? ACTS AS SPILLWAY WITH ENDS OVERLAPPED pRopm
FF 111W
40 PAD 1112
�5` d
GRA VEL BAG B
,p er e N. TS.
m� ��5 5 (1� ;p'� t 1 15,8
4.
� /
6 °RDWY 17d7 COARSE AGGREGATE
B y n + l \�• '^ 6" MIN. UNLESS OTHERWISE FILTER FABRIC
w II 115. '
642 (i•
° 115 �� \y > r SPECIFIED BY SOILS ENGINEER
AL
I GRADE
/ /
e�¢ ,ol 41 �` � s i � � � � CONSTRUCRON ENTRANCE DETAIL C
�� �' �i 114,6 ri I�f
5 S $ ��J N. Ts
�Al COO
LEY
,
65 ` 4►�R1�` 6%'6 NOTES
1. FLAT AREAS OF LESS THAN 5% (LIKE BUILDING PAD$ PARKING AREA$, LEACH FIELDS) SHALL HAVE 100%
e PROIEC71ON USING GEOTEXTILE� MATS (S5-7 OR ESC 20), OR OTHER MATERIAL APPROVED BY THE CITY
•" n m "Na FAR STABILIZING SLOPES OR USING MULCH / WOOD CHIPS (SS -3, SS -6, S5-8) OR JJ7E MATTING (SS
-7).
41 'mo o THE CITY MAY REDUCE IRIS REQUIREMENTS FOR FLAT AREAS PROVIDED FULL SEDIMENT CONTROLS IS IS
¢ ��O o�•o PROVIDED THROUGH CONSTRUCTED A• MAINTAMIED DESILTATIAN BASMI (SC -2) AT ALL PRMCT DISCHARGE
r�x�
x i ..0 POINT
6„ 2. THIS PLAN IS FAR EROSION CONTROL USE ONLY. REFER SHEETS 1 & 2 FAR CONSIRUC71ON!
°
` 6 CQP OWY W
w� ALLEY 7 3 REFER TO CURRENT CALTRANS WATER QUALITY CONTROL HANDBOOK FAR REFERENCE TO WATER QUALITY
DETAILS Z
CONSTRUCTION BMP S: n
1 5 Z
uj
�oR%OFESS, 1 5 6, 8 & 9 PEFiMMAl�1T eivp
`�Q r�o� R• Bq F/ FLAT AREA LANDSCAPING PER SD -10 m
z m LOCATIONS PER CON TRA C TOR � W
EP
s � ��� s ROOF RUNOFF CONTROL PER SD -11
OL wr 0
Exp. 8/30/10
* *
J']. CIV1� TRASH STORAGE AREAS PER SD -32 ¢ g
��• �
�TF OF CALF VEGETATED SWALES PER TC - 30 0 a
OE500 BY M40 BY CHOW BY
s REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT HZ APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING N0.
AS -BUKT COUNTY OF SAN DIEGO BENCHMARK j9 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED OOS M OMa PLAN
FOR.
LOCATED AT THE TOP OF A RETAINING WALL AT THE HORIZONTAL 1 =10 DATE 7 0B 842 —G
INTERSECTION OF NORFOLK DRIVE AND CAMBRIDGE �� TAARUD RESIDENCE 2416 & 2424 MONTGO�RY AME
AVENUE.
VERTICAL N/A RICE No. 36190 BY : BY : LOTS 5-4 BLOCK 9, MAP 1298
RANDY R. BROIM
ELEVATI 192.92 DATUM: USCdGS sIGNANRE DATE ENGINEER AF WORK EXP. 6/30/10 DALE : ��1�/ O� DAME : // OR A.PN
261- 111 -47 PLANING CASE NO. • 06 -212 V,DRXVP SHEET 3 OF 5
JOB NO. 07 -040 DATE: 7109106
DES M CDND"MNS: FENCING: GENERAL NOTES /REQUIREMENTS
NeIe an to be used for the oorr M' Salsa lack shall be in pied at On top of by the rat be the wall as R wall. Desi a
50 DIA LAP HORIZ. REINF. PER PLAN
sha far each wl type gn shag raqulrad agsny
ammoded. Foods Try a respired wlo pt w Hawn li5PEC1101R: 1. VERIFICATION: WJWFYALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE
othervive En~. or when f Rs design is y ill Col for l i w foeo.c STARTING WORK. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
STD.
where �� required A. When IM toatkq has bun farmed with the
sisal tied wow* in Anal position. and is 2. CODES: ALL Mi�TERIA S AND WORK SHALL CONFORM TO THE REOINREMME/NTS OF THE LAP
suppaliq too prasdve Noted it tells. � to MATCH T6B FIG. RISE
DESM DATA 8' r CLR
ready for the pl aced. BINDING CODE (C.B.C.), 2001 EDITION, AS ADOPTED B BUI LDING DEPT
B. Ninon cearneR hood are wrest provided: REINFORCEMENT
A' I Carlcreb: (1) After the bbdu have been b laid up a 3. SUBSTITUTIONS: PROVIDE MANUFACTURERS E.S.R. REPORTS AND A LIST OF ALL Fc
Y i 12 F n - 1� /al 5 of 4'
al h ul h be n 6d blow the up to D SUBSTITUTIONS TO THE ARCH RE (TOP REINF.
ITECTA NGINEER FOR VIEW BEFORE FABRICATION. SHOWN DASHED) � FTG DEPTH STD HOOK STD HOOK
per Mwalry gout is pound. and...... 4. SIMILAR WORK. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY D 3` cLR L
F m - 1500 pal Fm - 500 poi (2) Alter the Not wt la propefy grouted. PART OF THE WOW SUCH DETAILS SHALT_ BE THE SAME AS FOR SIMILAR WORK SHOWN
DOUBLE CURTAIN
2 #5 (Y)
Fe - 24.000 psi n - 23.78 ill bodw hwa been told up b the top ON THE DRAWINGS.
Earth - 120 pd and Equiv W* Fluid Prasese d the wall wM the steal led wtxwey in 17
31 pd per foot d height. Mello shown for plsoe but Before the upper wt la grouted. � � 2x RISE STD
HOOK
21 w rdl
iod doping am Where Leaned halve are provided 5. WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER
designed in aoeardarce wi = fonnuin After t blocla have bon laid up to the BE CUT FOR PIPES, DUCTS, ETC IN ., UNLESS SPECIFICALLY SHOWN. OBTA
PRIOR WRITTEN MIN.
for udrrdted doping wlrchargo with a 0 - 2B. toP d a8, the w with the steal led APPROVAL FOR INSTALLATION OFANYADDITiONAL PIPES, DUCTS, ETC.
STD. LAP RISE
MEN 011COVIT. securely in plan. but before grouting 2-T MAX
Grade IQ hard grade, or rd oteN C. Mier grw8lg is oar I'' and alter rod* or 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT,
PLUMBING
ddarrradw alai 0000m ASIY A615. A61i A617. rat" wd di -I we in plan but balms OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED.
Bons she! lop 40 I'm Res, when spbod, unless earth maim b placed SINGLE CURT AIN
oMew slaw* an On pore Bsn6 oheN oadorm D. Find inspection when all wale has boss NOTES.
to the Mawu of Ster Pndloe. A.C.I. nr,IpoMd, 7. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND 1. SLOPE TO BE 1
VERTICAL TO 2 HOre201NIAL EXCEPT INHERE SHOW OWERNIISE MMX) g
arw are dear dislaose to owl" of bar. CONCKIT GROUT AND MORTAR hUM SPECWICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT IDK.ATE METHODS,
2. SEE Tw. FOOTING STEEL FOR ADORIOAML REeNFORfb1ENT � g
Specirp for parallel bas is calla to colts bare. Conasls grout shag orb a rrA*nan cc IF PROCEDURES OR SEQUENCE OF CONSTRUCTION. TiVE THE NECESSARY
PRECAUTIONS TO �
MA90NRY oh 90 of 2.000 pal in 28 days and mats shall MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.
retsililg waft be atlin al n i.11W p 28 dqe. M calls dhoti be NEITHER THE OWNER. ARCHITECT NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR
O T YP. REI NF. @ INTERSECTION OF
.tended food we gnat. Red or vsrate great within 10 REGULATIONS. DESIGN, CONSTRUCTAND MAI TA1N ALL SAFETY DEVICES, INCLUDING
M reldaaed rna.ewy TYP. STEPPED WALL FOOTING
constructed d regular or A B
adte confem III to la 'glendim Speormstlan, sHORiNG AND BRACING, AND BE SOLELY RE SPONSIBLE FOR CONFORMING TO ALL LOCAL,
MASONRY WALLS
far pubic Waft CoRrdtrlwwleen STA7EAND FEDERAL SAFETYAAID RMEAL7H STAAIOWROS, LAWS AND REGULATIONS.
JaIIS. g � d second Wt o is be continued at �K PROPOSED EXTERIOR
Ir MIN GRADE TO DRAMA ANN
valieal re dnl joints shag be placed d 32 fad ktDRTAR �,:
i"to"'dl MMWPIn' Jo 'ilk be designed to FOUNDATION 2% FALL AWAY
resist door all ot kited feross while To Wlnsa preps bonding belvedere the %miq and
Udall I IN
ar , I A navenerl Val tie fist co*sw of black a motor Tay Ad be FROM BUILDING auMaalsn joints did be
placed d ill fad low y o n odiq o fist 2 x 4 fbah dal add 1. SOILS INVESTIGATION: REPORT# 116794-04 Is (V) BAR ON
EACH
p
iulnvde Iwo& an. the top d the iradpoured dy p too". The 2 x 4 DATED. FEB(MRY 17,2W4 SIDE ON JOINT
CONCRE should be removed albs the oorlerete ha started EXTERIOR FOOTING / WATERPROOF 10
BY.' SOILS TESTERS INC. PREFORMED RUBBER
RETAINING WALL
to harden (appromtknataly 1 hour). TOP Of WALL STOP HORIZ. BOND BEAM CONTROL JOINT STRIP
Footh ca*aab old be 580 -C -3230. 0 -C -0. using B A rrrorlm lay may be omitted I the first course of
STEEL AT JOINT
- mg on when Pocbq aorlAlorr perm*. bloc* W met into the fresh oonesete when the 2. FOUNDATION MATERIAL: SILTY SAND FINISH
GRADE
feeling is poured, a SEALANT d a good bond is obtsirled.
BACI01tL. WILL DR11116: 3. MINIMUM FOUNDED DEPTH 6 WIDTH OF FOOTINGS: SASH BLOCKS AT JOINT WIRE TiE BARS
ON
Ns boddw msla std be placed agsbnst Wei Lush old be provided in aeeadanca with INTO FORMATIONAL SONL ........................ ............................12"
ONE SIDE OF JOINT
nasewy ra lol I wall unit grout Inds nodned Standard D►wing -C8, WIDTH ............................
deolgn sbeNUgM or urrw gnat has owed for 0 12' SEE NOTE.
mink omn d 28 days. Carnpadon d beddi! SOIL: 4. FOUNDING OF FOOTINGS 6 SLABS: ON FIRM UNDISTURBED 12'
"wb
Waiting or pending wRh water ww not NATURAL SOILS OR APPROVED COMPACTED SOTS.
be prndlle( Each kVw of baddB shall be AN isdigd dhsM dx d oast 12 1 F. into
ulvsistelod ss directed y the Engineer and nMl .bed nsllsd aoi ar approved aompoded 5. SOIL PRESSURES: - 12'
BETWEEN BOTTOM OF
V ougldy tanlpod. rolled or otherwise rm F RI M. Sol should III ed prior to Macla9
4'-0
unlit 1M raidlva oorrnpocUrq o not law lean 106. SOIL BEARING ................ ............................... ...........................1000 PSF
WALL AND PIPE BOTTOM 5/8'x' SMOOTH BARS AT EACH
COEFFICIENT OF FRICTION ..................... ............................... 0.4 BOND BEAM WITH GREASE ON BACKER
ROD AND SEALANT
PASSIVE PRESSURE ................................. ............................... 400 PCF - ONE SLOE OF JOINT
TO BREAK BOND ON BOTH SIDES FOR FULL
CANTILEVER ACTIVE ( LEVEL) .................. ............................... 30 PCF
7 MIRAFI 110N AND CAP ENDS 1' MOVEMENT HEGHT OF WALL
VEHICULAR SURCHARGE ....................... ............................... 250 PSF FILTER CLOTH
SEISMIC .............. ............................... ............................ PER CBC NOTE.
PERFORiITED PVC SCHEDULE 40, PIPE WITH 0.5% MIN SLOPE, WITH BOTTOM OF
POPE LOCATED 12' BELOW SLAB OR INTERIOR (CRAWLSPACE) GROUND SURFACE g
ELEVATION, WITH 1.5 (CU. FT.) OR GRAVEL 1' DIAMETER MAX OR MMIRADRAW 6000,
,oe H SPECIAL INSPECTIONS (CBC 1701) WRAPPED WITH FILTER CLOTH SUCH AS MiRAFI 14ON. PER SOIL ENGNvEERS SPECS. o
S
"' "� b`: �w s o b
RREO(NAEMENTS FOR S PECIA L INSPECTION: RETAINING WALL - WATERPROOF EXPANSION JOINT DETAIL
OC O
1. THE CERTIFIED SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF REGISTERED AND DRAINAGE DETAIL
WATERPROOFING PROFESSIONAL ENGINEER.
PER ARCH.
2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL
FINER MATERIAL. CRUSHED ROCK( (WRAPPED AND THE ARCHIITECT. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
12' * IN FILTER FABRIC) OR CLASS N PERMEABLE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE
= I MATERIAL (SEE SPECIFICATIONS BELOW). ARCHITECT AND THE BUILDING OFFICIAL.
-H 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BYA CIVIL ENGINEER,
o
% D STATING WHETHER OR NOT THE WORK AEQUNRING SPECIAL INSPECTION WAS IN ACCORDANCE
1 _
1'4r WITH THE DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE %C00WANSHNP PROVISIONS
OF THE CBC
SPECIAL INSPECTION TABLE
DRAIN PIPE
SUMMARY OF STRUCTURAL CONTINUOUS SL40AVW OF SPECIA TION
Line of rtwwArbed 10. S
ls pey wPw frapro 0*v 13c. Rcvide sod cwgmcwn
a�.d UL COMPETENT, APPROVE &PERIODIC SPECIAL INSPECTION 1. Contro
SORE OR eEatoac. 2. IInAI rraseNad in wncreer 11. DOW buxfesorr gxTing, No reauas, grapsr d II,
THE INFORMATION PROVIDED BELOW IS A SUMMARY- SEE THE CONSTRUCTION DOCUMENTS FOR 3. Conaolo marnunt (@elrllrg dried pea i commons)
retwrve d.way, beakng
TYPICIAL SECTION wow Rana 12. Shoaorara Mowms, Lary
THE FULL REQUI ENEANTS FOR SPECIAL IISPECTIOANS. 4. Pak*vcip sreaaw 130. VeMy oI oaid0bro am /3d. Provide sail swerxron test
prearaserg a" subsYrwiaNy in oonlarrrwroe rwuas swanow index,
S 1 1 wad* Wall 1. CONCRETE (CBC 1701.5.1): DURING THE TAIONG OF TEST SPECIMENS AND PLACING OF 58. W&W Notrg ducft moment with Ma
sal xw srgshon aomxrandmsors for
REINFORCED CONCRETE. roar aced kvnw (@port bu bl ors, on grads tea
5b. AN arucnsal wakWV 13b. Vwoy Met bunderon almb dsrpn br each
!' 1 Y wed* Nat mwkx lg MWAM rg a" excovwrons exsnd to building sins
mo o► eedHrt 1 2. BOLTS INSTALLED IN CONCRETE (CBC 1701.5.?.): PRIOR? TO AND DURING PLACEMENT OF 6. High s6w VN baNrg proper
depth and bow g 14. STS corer (describe)
Fidolned CONCRETE AROUND BOLTS.
7. Srkrchgral masonry slate 15. ON.was Aebrbmson of
crowd 8. RowAyced gypown conarass b componerxs
crowd k W. 3. REINFORCING STEEL (CBC 1701.5.4.): DURING PLACING OF REINFORCING STEEL FOR ALL 9. kmAmOV cmcrale all 16.
Ossr ervcnxal kspecron
C4 - .. ^,±t' s CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION. r required by *qpw
s Yelod Ilairrl. Na. of type d rspecMon mq ffod, bcdbn, mnwrs, sin. De"M srerggh
Tap d 4. STRUCTURAL MASONRY (CBC 1701.5.7.): AT THE START OF LAYING UNITS, AFTER THE
(led 11th Week oft Foe" PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, 7 STRUCTURAL MASONRY DETAILS:
Fm = 1500 psi
= AND DURING ALL GROUTING OPERATIONS.
13m VERIFY SOIL CONDITIONS ARE IN CONFORMANCE W1 SOILS REPORT
5. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED 13b VERIFY FOUNDATION EXCAVATION EXTEND TO PROPER
DEPTH AND BEARING STRATA 1r
band bean Mock Y X 4' • BY COC 108. SPECIAL INSPECTION IS NOT A SUBSTITUTION FOR INSPECTION BY THE 13c PROVIDE SOIL COMPACTION
TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY, 9oz 2
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REWSIOIVS APPROWED DAiE REFERENCES DAIE BENCHMARK SCALE SPECIAL DISTRICT IlESia�EDer mwBy nfECxmeY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
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INTERSECTION OF NORFOLK DRIWE AND CAM&ROGE � �/ /f,J / TAARUD RESIDENCE 2416 & 2424 MONTGOMERY AVE
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261 - 111 -47 PLWNG CASE NO 06- 212V,DR,CDP SHEET 4 OF 5
JOB NO. 07 -040 DAiE : 719106
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT °D SO AMS °R " � S y APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
,ez s AS-8QLT' 000 DETAIL 1b oN -3 VISION OF
COUNTY OF SAN DIEGO BENCHMARK ,(9 PLANS PREPARED UNDER SUPER RECOMMENDED APPROVED RETAINING WA4 PLAN FOR:
X115 SWEE7 LOCATED AT THE TOP OF A RETAINING WALL AT THE
INTERSECTION OF NORFOLK DRIVE AND CAMBRIDGE HORIZONTAL N/A DATE 79.08 A A
/v' U N� 2416 & 2424 MO►NTGAIIERY AVE 842-6
AvENUE
VERTICAL N/A "-fit/ RCE No. 26404 BY: BY: - LOTS 5 -A BLOCK 9, MAP 1298
ELEVARON: 192.92 DATUM. U.SC&G.S• SIGNATURE DATE ROB T SOWARDS DATE : //3/ tl DATE : /Z A . P . N . :
261 - 111 - 47
;. ENGI ER OF NIORK EXP. 6.30.10 �- r ----�— PLANING CASE N0: 06 -212 V,DR,CDP SHEET 5
OF 5
JOB NO. 07 -040 DATE: 719108