HomeMy WebLinkAbout201-2 GENERAL RETAINING WALL NOTES AND SPECIFICATIONS: Is
GUN S'I'R.0 C'1'1C7N N(J'l.'L:8 ,
t0 I. P.C.C. : PORTLAND CEMENT CONCRETE F'a - 2500 PSI PER V.B.C. 9. WALL DRAINAGE AND WATERPROOFING:
260.(d)lA OR 2604(d)2 UNLESS OTHERWISE NOTED. -
.\ C'lINS'I'. 1'1'EM PI?ft ARCHITECTURAL PLAN. 0 �\ D 2. 3,"+REINFORCING STEEL PER AS TM 615-40.o5,+ASTM 615-W (a) For Walls which are intended to be Dart of a building
`A�P �1' A�' _ 2. ALL STEEL TO BE 3" CLEAR TO EARTH P.C.C.: 2" CLEAR TO EARTH and/or where vat erproofing.is specified on Dlan, Drovlde
<� CUNS'C. CON'l'ItOL LEU EARTHWORK PER k'LAN k. SECTIONS. 6' IN CONCRETE BLOCK. suitable 7 layer hot mopped felt., or approved system of
TL •. CONCRETE MASONRY UNITS PER V.B.C. 2a02(b)5.B. waterproofing, on earth side of Ills and footings.
-EXCAVATION 1 INCL. CLEARING h (:RUBBING) ,.'-��• 5. MORTAR: TYPE M OR TYPE S PER V.B.C. T. 24-A. -a-ID) Provide Continuous gravel galley of two cubic fast of
0.
*FII,L rti ocy 6. GROUT: (1 CEMENT; 3 SAND: 2 PEA GRAVEL) OR OTHER PROPORTIONS gravel Dar foot and continuous 6"dia. perforated P.V.C.
NET IMPORT' �,� PE R U.H.C. T. 2.-B. Seh. 60 DiDa, Do eh encased in MSr.fi 1.0 for eQuiv.l v `�4qw 7. POUR FOOTINGS AGAINST NEW EXCAVATIONS IN SUITABLE NATURAL SOIL filter fabric. Drain to location. away from and lower
OR COMPACTED FILL. than building or wall.
* EARTH QUANTITIES SHOWN DO NUT' 1iEFLF.CT EFFECTS a. DO NOT BACKFILf.AGAINST RETAINING WALL UNTIL GROUT i MORTAR lc) For Walla, not part of a building or structure,and where
OF CLEARING, OVER EXCAVATION h It E('OMPAC Ti ON, ,(, CONTROLLED HAVE ATTAINED DESIGN STRENGTH, OR UNTIL 7 DAYS ALTER WALL IS conditions era appropriate, construct 1•hot.X.'vert.
SHRINKAGE OIt SUk4S]UF.'NCIi, GROUTED. - r.tangul.r •lots a 49^ o.c.o(or eguiv.) and provide
COMPACTED ontin. gravel galley of two sable test Der foot Wrapped -
O13�NY ei. F/LL In
Cl at
fabric• at level of drain slots.
OCONS'C. 6" THICK H.C. SLAB FOR DRIVEWAY, REIN. WITH . 10. SET THE FIRST COURSE OF BI,ocK INTO FRxsx CONCRETE OR PROVIDE
6° X 6" - W 'l.9 z '2.9 WWF PLACED AT MID-SLAB PER V bA ) 1-1/2"n 7-1/3"WIDE KEYWAY IN THE CONCRETE FOOTING OR IN THE
PLAN, SECTIONS, a\NU DETAIL, SIT. 3. o 'I 4 b'F bh y b1� '�y CONCRETE STEM WALL. AS APPLICABLE.
04 CONS'('. 4" 'CHICK P.C.C.- SLAB F'OR SIDEWALKS AND STEPS '=Sro o .' II p p h h Q 45 Fy lj (•yLV
PER PLAN ND SECTIONS. t'o ,N✓' Is
AND4 CON DFPI'T.
H IN. MASONRY RETAINING WALL, PER PLAN, SECTIONS, Z� FL A rM\56AP b^�M1 A II ,\1 3 2
/ans7.FF a
3 i, 5 -
O5 CONST. 4' WIDE AND VARIABLE TURFED EARTH SWALE PER PLAN 9 + S \Fy s,�ll 'P 1 2 iI
ANU SECTIONS. A+\ " sy, 't3 /377/-Pr40 I y
CON T. 6" P.V.C. SCH. 40 STORM DRAIN PIPE PER PLAN AND / Ae FEIteE ae RAIL PEF�
O SECTIONS.SHEET3 ' (3)a4X46'LOCAL DowrL5 vLi
I VBC R11 _ W D
7 CONST. 1'l" SQUARE GRATED "QUIKSE'I"' DRAIN INLET ASSEMBLY, i /"'� Y D'eary of 12"RAW, A,
W1'III APPU III,
OR APPNOVEU EQUIVALENT'. J�j
ry P/L o
/HCONS'f. 6" WIDE, 8" UEI:P '1'HE:N('H UR.41N EH PLAN AND V-DRAIN - PIPE CONNECTION ,O e�r- { Jm P SEE OTHER WALL DETAIL FOR Z
rTYPICAL NOTES. 0SECTIONS. DETAIL SCALE: 1' - 4' 1ONST. 1H" WIDE. 9" DP.F.P F2.C. UUWNUIt;\CN, HEIN. WI'CH QfILL 2-94 BOND COURSE. O W z
S3 BARS, PEk PLAN, SECTIONS, ANU D)-'TAILS, SH'1'. 3. I ' 'L ICONS'('. 6 RUUNll UHA]NAGI•: 1NLE1' WI I'll r\'I'R LUM 1:HA'I'E PER ?l #3,k'fZ"DOWELS AT 2.4' w a (c/'WZ1:4PLAN, IN UOWNDRAIN OF ITEM 9. I m � 2 cItZ J mCONS'1'. lU' X 5' CONCRFI'E 6F:UUF.0 RUCK It1P-FLAP ENERGY fG. #4 BARS HORZ. AT 24. µ H O P. m_ t M #4 BARS VERT. AT 24" `�w ><4 BARS VERT. AT B•. 02j Z yUISSIPA'FUR ASSE:MBIR PGH PLAN AND UIS'1Y\LI•, SHT'. 3. f-I' - SECTION ,,A- IZ W z
SCALE: I'.a' mB SOLD GRDOTED MAS. - I 2-E4 BOND COURSE. W12 SOLID GROUTED MRS �I Z'X•BARS.SEE TABLE, ii4 BAR AT 24•MAX
2'ci Z4 w DRAIN.NST&36• ,Z X BARS, SEE TABLE. <JFG. 4.in l ~-, LL Z i7
N ""a�
� Z j
' ? -P.C.C. FTG.(2000Ps.i.) �,ANt PCC. FTG(2CO0Psi) U C) M N A
I) II FI it v S4 BARS LONGIT. yr 90•STD. BEND(TYP)
SEE TABLE. ace•a•Luo RUN. #4 BARS LONG.SEE
II 90"STD. BEND.(T1E) TAU.MR Sul SFaca. TABLE.
I I
II Q II �-
1I GAeAct _ 1- I I II p/� I 16
/d77.57.Ff I I S� •D'SEE TABLE 5'-0' •b'SEE TABLE 5'-0'
/ I I a7.7/.OAD
4 / A/� III 4 I1 WALL DETAIL WALL DETAIL
TYPE I-A
Q FILL NO SCALE TYPE I-B
MNOCE.seect.-E +},'�EE.M�r UNDOQ.NO SCALE
SePEQATfl Pk Pfl RtNtt ,
i 7PE-1"RETAINING'WAC O
L'"G•-1.7rt.t wwr DIRT
DrR1 RMD -
b' - ------- ------_ _-__- - - a.raa, '•.... ., �•saec ace] �•tNa '1
IN
.SECTION 13--B % F,�/3� 2LB• 2'-d agQt4' 2 0-0' kyp r
SCALE t•-a' \�"1' I-A g'-4" 2'-e" 4a IL" 3 0'-8" 12n F �'FSoo WALLS REGwI(Ze NOE)-EkPANSWE O Z
gg 416 3 ('_4' IZ° I, (•ILL 24',OR MORE,WIDE fVR FULL m C
Wrp. (--.I 8� 9'- " ¢4a s" S 1_ HFI GHT OF WAI.I.-51EMIr PWS '- N
/ / \/ / / \ I I '9" IL" " STRI DWUN PER NOTE 9(6). W
/ ! O DLnaCT.R mrn
SIF _ _____Y of END SILL 5=4' 6'-0'8 S 219' 2" F(,RFq'D, VARIES PER TABLL
2 CONCRETE EDGE BEAM / s/\ gsE(�>4"-Iz SaTSl1r0G.T0DRAIN. 1"B c'-o' 1-I0 aSQB' 6 2 o Iz^ p
g / / ` O , p 7RE?AYPD FOUNDATION 5(ULL BE CERF-
NO SCALE ,7r // / \\ / / / p P/�. ('-E' ID%6'ti5 6 7` 2" Fbvi,l•ISOO a R 'p IFIED BY F ]FCF f'OLM)•ENSFIdF£R. I LU i
N B'MIN. )L"AIN. .(NW al-n..1 ' 'p Q 1T•^ cc
-••-- ' I 8''.D' 71-"7" ASe B° 7 -2' IZ" F vH=2soai1 ` O
�'�-2000 P.S.I. /N.G I TIN g• 9^ $� /6. O
,f - ytALL5Y5. DESIGNED FOR Z-:!SCCFE .J F Z
/ o P.C.C. ,44PIrE.W.. MIf. I C 8-E' &10' bee' 7 ' It' I,' „ . „ a P�e
'-4' Ube F 1I 25co . rp OVER, FL0 (000 /{T, BONA.EauO DAIYMI
0P56 t4' � ID'-O' Iz'-0' N7E8 6'-0" 1'�F' No PK. NSP. OR H-(5 TRUc1C SU[{clfARGE. � LU• i
\ o.c. f s coxrlN. ,ny
DISSIPATOR DETAIL !b" CZLU
NO SCALE \ I CLEAR Z = Q
TROWEL SD APACE 2 .J
ELOCH WALL VEC footSELF-LL.ANINO Q K W
fION r' � _ '
�I•W/ / // LU
P/L It m
F9 1-1 BET. WALL INTERCEPTOR DRAIN \ I I
/ \ / NO SCALE ` f I I �
LU} W
III WC:
0'` i.rr. WL SEE.OTH"WALL FOR TY NOTES DETAILS _ J
�. I DO
/Q ��/ I\\ l I I I I •I I I y / / / / / O L' Is. fo. DO
lA-:.Tw.116> /\ DO
(!) 3 LONT/N. I M M ___
S•SOLID GROUTED MAS. L^.L IE c,
EJOSTII�L"CFAP ` / I I 9' t!f IB"O.C. CONCRETE
I a. O I
TO CCNILR OF LONCRETL
1 / I td ti _ I TMILKHL55. t CO O m
fIr TROWEL SURFA[G VC[ J 2 ('9 �13 D
FOR 51LF CLEANIN& W
PS I aj I'ss'fd I \ ALr1oN J j
1 1 l \ t \ \ \- II \f C,
\ ��� I I \ 3 �\ g�rCCC \ `�L `ss' 1 D•���% 9 INTERCEPTOR DRAINW Iss48AR5 VERT.Qb' cai C
•04l \ I ,\ \ \ \ \ a No SCALE O
-
E.-3 - Iwo1 I L �4I� << \ \\ \ \ �� I� I i I i F I Z12 SOLD GROUTED MAS. _ m
"o''TLUG REINFORCEMENT 2:"cLuA I R4 BAR V W MAX _ D
'X'BARS. SEE TABLE seemr
r tF/P IL" 2}
bz 9 \\ \ \� I-B L- •4 a rA I 3"-AEA• IV SOLD 4ROUFED MAA
\\ \ \ o
/2' \X\ �� •'4" 5 0 4. (� 04 BARD '
NI •_L" fP IL" I STEM 7( L 8
3La 4" I 5!E NDTF 9( _�, JOB NO.C91os9
LA V�W I"C 4'-A' ♦Ls/L' c e Fq,
I \ \ \\ \ 1\ 3EE CdlNELTI \\\� -_ �. O 5 O rLE 6' «�2 - DATE DEG.91
N5e3SbS%Q IR..2 \ I APPROVED BYt w V
V\ �\\\\ \ \ q �/ �. m sLL v Lao "P.C.C.FTG.(2000 +i) aA
\\ 7- PREPARED BY"PATRICK W. HARRISON, CH 292 G L C ^�•K x 3 F (DENT.
\ \ 4 I 90'STD.O•EHD ME>3�c` 6 Y
\ \ \ V N FOR BM SPEC..
3938 OLIVE HILL ROAD eLMER cxalsxiANseN M40AR5 6 fTG.
1-619-728-CA. 92028 D b" 3"ccrAa SEE TABLE FOR NUNBE
N 1-619-728-7684 DATE:2! A4RIL 1992 ace: 10609 E1 P.: 71 DECEMBER 1992
vpOFESS/y+ 'b'SEE TABLE
O AZ�S g OWNER: BILL GRAY C H/st/�z THESE PLANS HAVE BEEN EXAMINED, AND THEY ARE IN L� i \ VJ 1115 17711 STREET y 4,� q C ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT, SHEET NO.
i� FO.gS• n CITY ORDIN CE, AND STATE OF CALIFORNIA LAWS, AND
HERMOSA BEACH,CA. 90254 a v A PERMI CON CT MAY BE ISSUED /�
u W N6.t0609 WALL DETAIL J
1-213-376-3977 TYPE I-C
>�EXP.ciDxsz�\tt ,ae✓ ?-sg- ��- 4 }E
`. LEGAL: LOTS 32,33,34,37 8 38 COUNTRY CLUB HEIGHTS• �F C LAU\°Q P TEC OE 22937 DIRECTOR OF PUBLIC SERVICES AE YP EIc-C p c ERAwTr T• OF �} SHEETS
I UNIT 11 (MB 14/15) RE T IAJRGL
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