1988-8289 G (Plans) NC)TE
CC*1TfaCTnIZ T^ C>BTalhl A CoN57in)CTt0kj
PERMIT V R vI f M OF C', *J kS F Q
YORK _TO It DQNE CCy.�,,TkXX7I(>A/ C C'E'IVE6,�Y ePt'PCX1( LJfr '
nkly GrIp WrQk vw Ty V I
CiIiADING PL LEGEND
GENERA. ScLD'J—
i . ALL YORE SMALL, BE DONE IN ACCORDANCE WITH A GPAI IIJ'• SNALL BE IFJSPECTEI AN!' TESTEI c. THE CONTkACT'P SMALL
BE RESPONSIBLE AND SNA_ (p� I k2 " F'R'PERT'i LIEF • .. • • . • . • . • • • • • ' ' • • . ' • • • • •
THESE PLANS THE STANDAPD SPECIFI(ATI ONS F F'i A - 'CALIF1Fr Sr`I .S EUGINEEP ')P 1N1 ER k: TAKE NECESSARY PRECAUTIONS
T PREVENT PUP:.:
:
•-•
PUBLIC YORFS CONSTRUCT: , I THE DES I GIPECTION. HE SHALL INSPECT AND TEST THE TRESPASS ONTO AREAS WHEN IMPOUNDED
wATEF. EY STIN tiTRUCTURE ....................... ........ r1_1 O
CONSTRUCTION STANDARDS ° TMF :ITY CF EXCAVATION PLACEMENT AND COMPACTION OF FIT.:." CREATE A HAZARDOUS CONDITIOF.
.
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.. ...... ................. .......
ENfINITAS ANC' THE SAN : :E ; ARE:. RED: �ttA� AND BACKFILLS ANC' :OMPACTI N CIF TRENCHES. HE !,,
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STANDARD DRAWINGS ANY : HAtJGES (4 RFVISt.')14 S SHALL S'.'BMIT S' ILS REPORT' A REQUIRED AN ALL EROSION CONTROL MEASURES
PROVIDED PEP THE' ( - --- -- -- - - EXISTIl :G ELEVATI "`U • • • • • • • • • • • • • • • • • • ' • . • • • • • •
• • • ' -'
THEREFROM SHALL, BE APPROVED BY THE :T': MILL DETERMINE THE cCITAPILI - N OF ANY FILL APPROVED GRADING PLAN SHALL
BE INCORPORATE: '
ENGINEER PRIOR TO ANY REQUEST F <)R INSPECT :CIO MATEPIA. "F' J COMPLETION OF GRADING HEREON. �O
"e,.r ; r,IA,' ;.',! iF ALt
' T
)PEPAI S N ME SHALL STATE THAT INSPECTION a,o A C FIWFb O
w FLO[ ELEVATION "' """
THE SOILS REPORT TITLE[' ,>r _(OL Me > T1GA77(Nj AN: TES°S WERE MADE BY HIM DP UNDER M!, GRADED AREAS AROUND THE
PROJECT PERIMETER MI'T'T
II SNAL�, BE NSIDERE: DRAIIJ AWAY FROM THE FACE OF SLOPE AT THE U A
PREFACER BY A4, V . N'E Ate; 5UPERVISI'N AN( THAT ZN MI5 OPINION, AL: FINISH ELEELEVATION
DATEU' /
�3Q 4 , 4 r EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTEI CONCLUSION OP EACH wOR► DAY. EXISTING CONTOUR
AS A PART OF THIS GkADING PLAN. ALL, JPACI16- IN ACCOPDANCE WITH THE APPROVED GRADING PLANS
T AND THAT ALL EMBANKMENTS ANC EXCAVATIONS APE MOVABLE PROTECTIVE DEVICES SHOWN SHALT.
;NISH ;RAVE COtJT�UF —�
SHALL BE DONE IN ACCCPDANCF' w..M THE ALL RE BE IN PLACE AT THE END OF EACH wORKING UA'i P RIVATE
CURB DETAIL
RECOMMENDATIONS AMC SPECIFICATIONS C_NTAINE; ACCEPTABLE FOR THEIR INTENDED USE. -• -•.•
IN SAID REPORT WHEN THE FIVE ISi DAY RAIN PROBABILITY
- THE CONTRACTOR SHALL PROPERLY GRADE AL:. FORECAST EXCEEDS FORTY PERCENT (10+•I SILT NO �
UA'iLIGNT :.:NF ..................... qll
APPROVAL OF THIS PLAN : ^F NGT - 0NST'TVTE EXCAVATED SURFACES TO PROVIDE POSITIVE AND OTEIR DEBRIS SMALL BE
REMOVED AFTER EACH FIL. SL'Pr:-
APPROVAL OF SIZES L ^ "ATI ^tJ AND T'iPE CF DRAINAGE AND PREVENT PONDING OF WATEP HF
DRAINAGE FA- ILITIES NOR OF IMPROVEME RAIN /ALL. „ ( �,/ 2 i8 " " " " " " " " " " " " "
— _
NT.' SHALL CONTROL SURFACE WATER AND AVOID DAMAGE I T SL(�PF
THIN STREET RIC,NT -OF wA'iS SEPARATE 0 ADJOINING PROPERTIES OR TO FINISHED wOpK. Ot! 10. SHOULD GERMIKATION OF HYDROS£EDEO SLOPES
FAIL -
APPROVALS ANL' PERMITS F'F THESE SHA[.:. FE THE SITE AND SMALL TAPE REMEDIAL MEASURES Tr TO PROVIDE L►FE=T:VE COVERAGE
OF GRADED SLOPES t /2� •
1� 6 y )w :IPECT['N
REQVI ►EC IN CONJUNCTION WITH IMp /"'VLMF, !!T PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL 11r • COVERAGE PRIOR TO
N^tlLMB 'WALF. A!:: FL [R 15 THE
PLANS TIME AS __ 7 ��LIP
S:1'H PERMANENT D ►AINA�[ AND EROS: }1 SLOPES SMALL BE STAPILILED WITH PUNCHED STRAW A C
_
:ONTPGL MEASURES HAVE BEEN ZNSTALLEC INSTALLED IN AC''ORDAIIrE WITH SECTION 35.023 JF • 0
4 WRITTEN PERMISSICu SHALL BE OBTAINLU FOP AN THE EROSION AND SEDIMENT COOT ►OL HANDBOOK ^F G 6• ��
OFF `SITE GRADING. ALL AREAS ?0 BE FILLEU SHALL BE PREPARES T" !E THE STATE CF - AL :PORN :A DEPARTMENT OF -�-
G. d.
FILLED AND FILL SHALL BE PLACED IN 47CORDANCF CONSE►VATI01: !1(% j1C 11, PfL
' S ' ONTRACTOR SHALL TAKE ANY NE''ESSA►`. WITH S?ANDARC SPCCIFI^.ATZOMS. ALL VEGETABLE �InR ..................
' . . MATER ANC OBJECTIONABLE MATERIAL SMALL BE _ �- - - - -�,
PRECA UTIONS PF.QUIRE., T. PR TC'T AGJA E.:' T •
PROPERTIES UI'RING GRAD INOt 1PEPAT! !1: REMOVED P THE ^_ONTPACTO► FR?M THE SCRFA_E S'JILS LNGZIIEIR'S C<•TZPICATE
ANYTHING DAMAGED r'P DEST►_-YEI SMAL, P`. '!P')N WM:CH THE F:LL :S T•i BE P -ACE. LOOSE 41ALP& J► /4r ` M /y�
A RESISTER[:
REPLACE[' OR REPAIRED T:) - CNOITION EX /?TIN; FIL:. AND ALL!I%':AL SOILS SHALL BE REMOVED TC 1
FA.1�I,T
• y���V�
PRIOR TO GRA:'I1 S "ITABLE F:PI1 NAT'.' ►AL GPO'JNZ THE EXPOSE: CIVIL m?MIIR. IN THE STATE OF CALIFORNIA P��VATE
CURB (<T T^' ^I I s ic- Wn I. C
GUTTER DETAIL IT; _I!I � 111\k s'
SOILS SHAL 1E ScAR:►IE^ T' A DEPTH >f f A!t: P►:NCIPALLy DOING BUSINESS IN THE FIELD Of APPLIE: 'L
`
t THE DEVELOPER SHALL BE RESPONSIBLE THAT AN', THEN COMPACTED T: MINIMUM -F 9.. ♦ T SMALL BF S-'IL MECHANICS HEREBY
CERTIFY THAT A SAIIPLING AN: N O GALE
MONUMFNT OF BENCH MA ►I WHICH :S D T
ISTIJRBFL ',F THE CONTRA:TJP r PLSPONS:9:L'7Y P•%rr STUDY OF I'HC SC:L CONDITIONS PREVALENT WITHIN THI -°
DESTROYED SHALL BE RE- ESTABLISHED ANC REPLA =_: SPREAD. WATER AN: COMPACT THE FILL :17 ST ►I SITE WAS MA91 NY ME OR l!NDER
BY DIRECTIO,M,RITYLE ::
BY A ►[GISTEPEC CIVIL ENGINEER :R A L!CEN ;F ACCORDANCE WITH SPC " /'CATZ'N< - HE DATE` y- 73 -4'; ANC /1� - Y x
W'SrEC IFIEC) ON PLAN QUA NTITIES
LAND SURVEY:F '.NE COMPLETE ^_OPY :F THE SOILS REPORT COMPILED FPOV
y�/ �, ..
c T THIS STUDY WITH Y.i ►[COMMEIJLATIONS HAS BEE'. W 2 EX AVATIDti: C. Y. FILL:� C.Y.
3 CCT AND FILL SLDPL_ SMA7 L BF AN_ ►IMMEC -i+-�-
C FINISH GRADE T� PRODUCE SMOOTH SURFACE: EXPv C,Y,
THE CO!7TRA'T'7R SHALL DES: ::1 HST/ A::` ' " " S'- 'BMITTCD TO THE ^FLITS O[ THE CITY E NGINEER. IR
/ r r T
ILA: NTA! ALL SAFETY UEVI - ES •t''LLID!! AND UNI FOP M _P')SS SECTIONS THE SLOPES OF FURTHERMORE HA RIVIEwED THESE
GRACING PLANS Jj�d`LIP 0� �/d LIP
SHOPING ANC SHAT.:, BF PESPCI15 :F :E F "� EK- A'JATZ'NC ANG LMBANFMENTS SMALL BE SHAPE' AMC) C[RTZFY THAT THE ►E
0"MENDAT:ONS IN7LUDEC I!. GWiNG ."
COtJFORMING ALL Lo A:. STATE AtJC. FE ^FEAT PLANT H: AN TR!MMEI AS DIPETTE[ BY THE THE SOILS REPO►" F`p
?M:c P ►:IJEC? HAVE BCE::
- - -- -- -
SAFETY AI7: HEALTH STANDARDS ;,AwS A.': ENGINEER "F YORK AN: LEFT IN A NEAT Alit I'1700POPATEr THE GPADIt7G
PLANS A1J: 4� • �, ES TIMATED $TAPT:Nu DAT:
PEGULAT'IO1 ;5 OItDEIt L'i CGF :C: T :Ot. ALL 57a:ES. P AND `PECI►ICATIONS - G 0
OTHER WASTE MATTER EXPOSE: OR EXCAVATION �P • JJ, ° 0 ESTIM.ATEC ,COMPLETION DA
GRADING A14C EQUIPMENT CFERATIN, WITHIN CITE EMBANKMENT SLOPES WMI'M A RE LIABLE TO BECOME .IGN[L: - ��� - - 41I,.
HALF y. MILE OF A S7 1 F%. R. M''MA!, LOOSENED SMALL BE REMOVED AN DISPOSED ^F EXPIRATIOU DATE / 1 -
I HEREBY CECLARE THAT : An THE ENGINEER /ARCHITECT OF WORK FOR
DCCUPAN - T SMA:,L NOT BE - CND'I1 BETWEEN THE THE TOE ANL TOP OF ALL SLCPES SMALL BE ►OU!:DE: THIS PROJECT,
THAT I HA'JE EXERCISED RESPONSIBLE CHARGE OVER THE
HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAY. IM ACCGRDAN:f W /TN THE GRADING DFDINANCC. �E DESIGN OF
Tr:E Fes: ;CT AS DEFINED IN SECTION 6700 OF THE BUSINESS
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. `' s AND PROFESS :JN: COC:, AND THAT THE DESIGN IS CONSISTENT
WITH
AL;. TREE_ BRUSH ;,PASS A!;r THEE `f� `r 3 IVAT P•C•C• "V" GUTTER Z�'RREN'', STANDA;
B.'ECTIDNAB:,E MATERIAL SMALL FE -- LLECTE: a3 NO SCALE
I1JT PILE: OR OTHER[7:SE CISP�SE OF OFF THE SITE B'- s IM IB1 s ? UNDERSTAF: THAT THE CHECK
OF PROJECT, DRAWINGS AND
THE CONTRA :TOR SO AS T, LEAVE THE AREAS THA fn►12.31.0 . 114 SFECIFICATi01 ;S 5Y ihE Ci
OF DEL MAR IS CONFINED TO A REVISIT
HAVE BEEN ::CAPE: WITH A NEAT AE7r FINISHE' p h ONLY AND DOES NOT RE LIEVE ME, AS
ENGINEER OF WORK, OF M'i
:
THE EXISTEN :E AND LOAT: `N ,F UNDERGRDUN: APPEARAI7 FREE Fpr•M _'ttS:.MTLY DEDPI__ '�fOFCM��O 6 18
�O R'SP�NSIBiLITIE$ FOn P. <OJEL pESIuN,
UTILITY PIPES AND STRU- TL•RE� SHOWN ON THESE A ?PR ^VA:, :F LDCATZO1: OF D EBP:S Fl:_ SMALL OF
- _M `
PLANS WERE - BTAINED BY A SEAP7M CF AVA::,A15 c SECUPEC FRDM THE SOILS E- ! :;:UEER All: 'IT'i «BOAT DESCRZPT :O;. j I
I�Q n q \
RECORDS. TC THE BEST CF '-'P FNC•WL TF{EPE EN;:NE P ► ;OR T THE O!SP:SA: :•F A:!'( S -' H 1
ZLIT:
ARE NO EXS7ING UTZ E' EXCEPT AS s sm 5M_wh MATE ►:A = R ^N • G G.Oc- a G/ ee
THESE PLANS, HOWEVER: 1 _:, ''t .J !�C.r 2 19$(x' P Ir�S(^WMiF'�?- 12 M
R. — R - O ct
Sneer ate
THE CONTRACTOR IS REQ - JIFEr TC TARE : "� C�IJAI TV �`' I? G1Ut'C�! _ -A ' �• a '. \
1
PRECAUTIONARY MEASURES TO PRC?ECT ANY EXIST: :: jd;:_SCAP:N; BENCH MARS
Q
'JTILZ?IE5 OR STRUCTURES LOCATED AT THE Yr�oc -_
SITE. IT IS THE COt1TRA"TCF 5 RESPOt:SIBILIT". - A:,L SLOPES SHALL BE PLA'7 ?LL A!1O IRPIr.ATED IN ?OP OF BRASS UP
10294; AT THE CElITERL:NE � Q
?G COIITAC? THE FOLLOw:Ih; Ow1JERS DF SA:: AT'GPDAt7CE WITH PLAITS APPSO'.•E: P THE CITY .11TERSECTION MONUMENT
AT EL CANING REAL ANC M '�
UTILITIES CR STRUCTURES PRIOR T^ Att' LNG2NEEF. PLANS SMALL EXCAVATION ` THE "ITY OF !::JNTAIN VISTA DRIVE
RECORDS OF SAN DIEGO COUNTY C •
EXCAVATION FOP YERIF :CAT :'.. AND LOCATI^_.': ENCINITAS GRADING DPDINA,41 -E AN: AL:. AD ^PTE: `:,E'. 174.84'
PjRMITT'E OYIiERS:
UTILITIES AND NOTIFICATI - )N -F COMMETICEMENT 2F LANDSCAPE Alit IpRISATION STANDAR :- DATL'M V.S.C. & a
WOP► EL PDLL` 1,C
FINISH GRAD IN; A PLA!1TII1 SHA BE rRIV^TE CORETE "U" CHANNEL MIKAL 'IL
A. SEWER - LEUCADIA WATER ::ST.P':T �" C: °.` AC:OMPL:SHEt ON AL, SL SLOPES PR: J ?' O''TOBE► REFERENCE DRAYZNGS DWG.IJ:. NC
30['2 SOUTH STPEF'
B. GAS & ELECTRIC - SAN DIEGO G &E 23l_ DP IMME�:ATELY UPON COMPLETION :F ANY SLOPES No SCALE .1
SIDE "A 925°4
EX 1E5� GRADED BETWEEN OrTOBER 1 AF10 APPIL 1`- STREET IMPROVEMENT PLAN FOP C.G. 13Ct
C. WATER - OLIVENHAIN M'JNI.' ?AL EL CAMINO REAL
WATER DISTRI -T 'S3 -646r SAN DIEGO REGIONAL STANDARD DRAWINGS 19BE EDITICC `05&N 6 5G*4ARCKR?'Fi
D. TELEPHONE - PACIFIC TELEPHONE 1 -05
X125 C-3(•A• ��LC�I'J
E. CABLE TV - DANIELS CABLEVISION 43E -523: EROSION _ CDtITP' =L
CONTRACTOR SHALL NOT 'FY THE CIT'i ENGINEEP'S -• IN CASE EMERGENCY WORK IS PEQU:PED CONTACT
OFFICE 48 HOURS PRIOR TO BEGIt1NING ANY WORK ON t' tr' `g!t!�C '1( AT PHONE • C G�L. A ^r 100.06 TO ALL ELEVATIONS TO
CONVERT T` U.S. 3 -
r ^ .
THIS PROJECT. PHONE: (619 944 -50'; DATUM., vJ
LQ:!IPMEN? AND WORKERS FOP EMERGENCY WORK SMALL
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON BE MADE AVAILABLE AT ALL TIMES DURING THE
�
CALLS FOR INSPECTION. PHONE 16:91 944 -5070 RAINY SEASON. ALL NECESSARY MATERIALS SHALT,
ALL WOPK PERFORMED WITHOUT BENEFIT OF BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
W
INSPECTION WILL BE SUBJECT TO REJECTION ANL TO FACILITATE RAPID CONSTRUCTION OF TEMPGRA ►Y
R REMOVAL. DEVICES WHEN RAIN IS EMINENT. h
DEVICES SHOWN ON PLANS SMALL NOT BE MOVED OF 0
MODIFIED WITHOUT THE APPROVAL OF THE A
ENGINEERING INSPE:TGR PRIVATE CONTRACT
: L
THE CONTRACTOR SHALL RESTORE ALL T' THE f� - 1 CITY OF ENC ca .��'T
PERMITS INITAS !.
CANT►, DEVICES TO TOR.FING O U I � �
SATISFA:?IC N OF THE CITY ENGINE T THE EP AFTER EACH � S� �m�OF �
\ l -- - --
RUN -GFF PRODUCING RAINFALL,
mix ONEPEIMMITNO .------ ----- - -_ - -- 4MIAOM14IRlANti011
THE CONTRACTOR SMALL I MAM B
EROSIOt: CCi::TP.OL MEASURES AS MAY BE PEQUIPF: P' L ADDITIONAL IMCIAL UK PERMNIT NO.._ - - - - -- ENCINITAS
j 141 GR UNFORESEEN CITY ENGINEER DUE TO p��p 'u
OPERATIO - -"RCUM GRADING TENTATIVEMAINO._ � t9729 __--- - -_ —__ 1 EL POLLO UNFORESEEN CIRCUMSTANCES
WHICH � '
MAY ARISE
I TY APPOKYAD CHANGES .ENCH MARK CAl1►4N AKA C001101NATE WNIt f j:- Ila _ co
M B�eRM" Mw«rti Bra KS[RIpT14N1 - TOP__4F _ CAP (R.G.E. 102E41_ �— a /,,� lqI
VIeCIWY MAP
dommmm � a �- p(/JLT � QGLI)J s(a-b� - -- �'
,IlALDEN & HM LKAT AT THE COiTELM I&S:UCTIG AIIW MLN MT AT [L
A 140
CAMINO 0KN a10UMTAII VISTA OMVE
w y% LSMATES
tmr ooMMW– ruwltittJ— tAnotillartrws ELEVAT M II�S�O1t 1 1< OF SAN Ow" GQ U S It - -OF Q y � Q
q11 NtVpARtt COYBT.NR1= 111% BAN Blum CA ma f l E VATIBN A. 1 147 BATyN U S . C . . G . S . �•• V
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PRIVATE CONTRACT
p( � 6CA PERMITS - - -� c0
CITY OF ENCINITAS �,
L�En �
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- V AID S PECIAL USE HERMIT NO. J
TENTATIVE No. —._ -- 18729 __. EL POLLO LOCO Q h
/� L j � 'lf� (A - '� c T O CF-IAJ� I BENCH MARK
O CALIf011NIA CD011DINATE INDEX 322
IV 1 !I * I t \j r' M
N Er�yUn NfwwrM
.3, �' v I t EL oEttEI�t101I _I�_ QF IIMiB (AP (R C. E 19 284) t .I
A E!/ / SE Q•COOS X;A ELFU, y��•
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t..-• QA�U 5.18 81 _
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Ra j CAYINO REAL AMD MQUNTNN VISTA DRIVE-
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STRUCTURAL JXEKA , X= LS
FOUYDAT=Y AQXMU MA&Qa Yc KIEL"
1) 11 !L K MASONRY UNITS SMALL BE GRADE "N -1" HOLLOW CDR! CONCRETE OCK 1) ALL St URAL STEEL SMALL CONFORM
TO ASTM Ale -uNL oTH[RwIS!
ALL EXISTING LOOS[ OR UNCOMPACTED FILLS SMALL BE EXCAVATED, PROPERLY CORP ING TO ASTM C -90 LATEST REVISION• AND IN ADDITION, S
L HAVE FOOTED.
TREATED. REPLACED AND PROPERLY COMPACTED. A MAXI SHE OF .06% FROM THE SATURATED TO TO VEN DRY
CONDITION. MINIMUM ULTIMATE STRENGTH OF !LOCK SMALL BL PSI. 2) ALL LIONT -GAUGK N HAVE 33 KSI YIELD NGH-
UNLESS OTHERWISE
2) CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS NOTED.
UNLESS SPECIFICALLY INCLUDED IN WRITING AND HE IS NOT RESPONSIBLE FOR 2) MORTAR SHALL B It PREPARED AND UNIFORMLY MIXL IN THE FOLLOWING
ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING OR FAILURE TO MAKE RATIO BY VOLUME: NE PART PORTLAND CEMENT. THRC ARTS SAND
AND 1/4 3) ALL WELDING SMALL CONFORM TO MD AISC STANDARDS.
SOIL SURVEYS, OR SUB - SURFACE SOIL TESTS, OR GENERAL SOIL TESTING. PART TO 1/2 PART MA NUN LIME OR LIME PUTTY.
!) ALL MACNINC BOLTS ALL BE 07 MINIM NLlSS OTHERWISE NOTED.
3) SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING WALLS BY MEANS
3) GROUT SHALL BE DESIGNED THE TESTING L AND SUBMITTED TO ENGINEER. e
OF WEEP HOLES. OR A DRAIN CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM FOR TESTING. GROUT SHALL ST PSI 5) ALL ANCHOR
B ![ A36 STEEL MINIMUM,
BUILDING CODE.
k) CONTRACTOR TO PROVIDE FOR D[- WATERING OR EXCAVATING FROM EITX[R It MINIMUM ) MORTAR SHALL HAVE A INIUM C E VE
BTRENOTN OF PSI. 6) ALL FIELD M NO AND NIGH $THERON BOLTS SHOULD BE S AL INSPECTOD.
SURFACE WATER, GROUND WATER OR SEEPAGE. 5) MINIMUM LAP REINFORCING STE SHA BE 40 BAR DIAMETERS MINIMUM. 7) ALL 1N6
SHALL BE DONE BY THE SHILDED ARC PROCESS USIMO ROVED
PROVIDE 1/2" MINIMUM SARA I FROM B K MASONRY CELLS. TRODES PER A.W.S. SPECIFICATION. 27OXX PLOW HYDROGEN ELKCTRO ).
5) CORNERS AND WALL INTERSECTIONS OF TRENCH MUST DE HAND EXCAVATED.
BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP CORNERS. 6) MAXIMUM HEIGHT OF UK SMALL BK 4'- UNLESS CLEAHOUT OPINING!
ARE PROVIDED AT TTOM OF CELLS TO BE FIL D.
6) CONTRACTOR SHALL PROTECT ALL UTILITY LINKS, ETC. ENCOUNTERED DURING
EXCAVATIONS AND BACKFILLING. 7) NO COLD JOINTS E PERMITTED UNLESS SPECIFICALLY AILED.
7) THE RETAINING WALL SMALL NOT BE BACKPILLED UNTIL THE ENGINEER IS 6) VERTICAL C LS TO BE FILLED SMALL HAVE VERTICAL ALIGN
TI ANY OVIR-
NOTIFIED OF DATES AND TIMES OF CONTRUCTION AND BACKFILL. HANGING RTAK OR OTHER OBSTRUCTION OR DEBRIS SMALL BL MOVED FROM
THE I IDES OF SUCH CELL WALLS.
8) BACKPILLING OR RETAINING WALLS TO BE COMPACTED BY LIGHT HAND MILD
COMPACTORS ONLY. NO VEHICLES. 9) CONCRETE !LOCK MASONRY WHERE SHOWN ON WALL DETAIL SMALL I A -
CONTINUOUS INSPCCT}nN BY A REGISTERED INSPECTOR WHERE CALLED OUT. QINKRAL`
CONCRETE'. MOTF'Q: T NFORCING curl 1) THE CONTRACTOR SHALL VERIFY ALL DIMENTIORS. ELEVATIONS AND CONDITIONS
� • -
1) CQNCRCT3 USED IN THE WORK SHALL HAVE THE UTILMATE COMPRESSIVE STRKNOH PRIOR TO STARTING CONSTRUCTION. ENGINEER SHALL
BE NOTIFIED
Oir a4PV0 PSI AT AGE OF 28 DAYS, OR OTHERWISE NOTED. IMMEDIATELY OF ANY 01SCREPANCIZS AND INCONSISTENCIES.
1) ALL REINFORCING BARS SMALL BE ASTM A -015 ORwgC 40 FOR •S BARS AND
GRADE 60 FOR M6 AND LARGER. DEFORMED BILLET STEEL BARS EXCEPT AS 2) CLIENT AGREES THAT CONSULTANT WILL NOT PERFORM
ON - SITE CONSTRUCTION
2) THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE FOLLOWING: 1 1/2" NOTED. REVIEW FOR THIS PROJECT.
III FOUNDATION AND MASS CONCRETE. �L N I 'F - •1 � ,�/
2) FABRICATING DETAILS SHALL CONFORM TO THE ACI MANUAL OF STANDARD �f GA�f• A Morow � A rTf' ^o / � Glli
! ^' .
3) PORTLAND CEMENT SHALL CONFORM TO ASTM C -150• TYPE I. PRACTICE. T �� ' ��
4) AGGREGATE ISTONE CONCRETE) SHALL CONFORM TO ASTM C - 33• 3) ALL REINFORCING BAR BENDS TO BE MADE COLD.
5) UNLESS OTHERWISE SHOWN OR NOTED. CONCRETE COVERAGE OF REINFORCING I() SPLICES IN REINFORCING STEEL SHALL BE 40 BAR IN DIAMETERS
IN MASONRY.
BARS TO FACE OR BAR SHALL Bt AS FOLLOWS: SPLICES IN CONCRETE SHALL BE A MINIMUM OF 40 BAR IN DIAMETERS.
A) CONCRETE IN CONTACT WITH EARTH, UNFORMED (REGULAR) 3".
B) CONCRETE IH CONTACT WITH EARTH, FORMED (REGULAR) 2 ". 5) BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE.
6) ALL REINFORCING BARS. ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL
BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
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