2002-7741 PE (Plans) GENERAL INFORMATION ICBO 4599 CAP UNIT (4" OR 3 ")
_ -- ABSORPTION RATE 8% (MAXIMUM)
- ,, ___.
WALL A� COMPRESSIVE STRENGTH X000 P.S.I. (APPROXIMATELY) WEIGHT 44 OR 881bs. (APPROXIMATELY)
.. SIZE 4" OR 8 "HX18WX10.5 "D
„ ., STREET __ -_ - _�_� -- -_ _ > __ ('
--- _ - WALL .E� " COMPOSITION 0 � SLUMP CONCRETE
-- _ __ .� <� _ I r . , r "+ I}AC L: S TANDARD UN EXPOSED FACE 1/2 O 1 SQUARE FOOT
Z 2 ---1
- - - ' ` SEA �� )p `�"� WEIGHT 95 fbs. APPROXIMATELY
-- �.. -_ - - 225.00 ( _ -_- +� �! alp E: �LC�c�. ( APPROXIMATELY )
THE -__ - - - - = in c SIZE 8"HX18 "X21.5 "D P
ra -• ._.. -_ -.. - RELOCATED EXPOSED FACE 1 SQUARE FOOT (8 "X18" ALL UNIT TYPES 1 2 "X5 1 4 "HIGH STRENGTH
I Y`D
W r- ) / /
..- iN K [ E -� a Zp�" o �''± _ � - -" ` ,, SPRINKLER HEAD com AC ==` -- — - --
AC UNIT I F IBERGLASS
__ •WAS _ � 2O Op 32 - - -- - __ OM PULTRUSaN F S
_.._ WAIL C WEIGH 85 Ib
_- ____ - s (APPROXIMATELY)
0 00
H 128 0 0 psi
1 � 5' --- -. - - TENSILE MODULUS 4x10 psi ''�
- IN
` 8 H
� N � " FLEXURAL STRENGT00 psi
- EXPOSED FACE 1 SQUARE FOOT (8 "X18
-- - -- ) FLEXURAL MODULUS
4X10 psi
- n3
' __ -_ SPECIFIC GRAVITY R STRENGTH 6.400 . .
-: - s 4.50
U � AM SHEA RE psi
r r G GRADE 1.89
ALL KEYSTONE UNITS COMPLY AS GRAD TYPE 1.
- s
f ss IN ACCORDANCE WITH THE 1998 C.B,C. ul
I D E TAIL 1 *_j
No scALFm INSTALLATION FOOTNOTES:
0 +7 0 . `+ _ a. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED
��� - -- - ~ - -- G c�' THE KEYSTONE UNITS SHALL BE PLACED WITH GRIDS LOCATED AT THE VERTICAL �
INSPECTIONS REQUIRED BY SECTION 108 OF THE UNIFORM BUILDING CODE,
caa� E�.EV. s�. _.- -- ~- �� SPACING SHOWN ON THE PROFILES AND EXTENDING BEHIND THE WALL THE DISTANCE AND 1998
G.B.C„
CA. { - 5.00' AS SHOWN ON THE PROFILE. LIFTS OF BACKFILL SHALL BE LIMITED TO DEPTHS
14-
1 RAMP OF 8' AND SHALL BE PLACED AND COMPACTED TO THE ELEVATION OF THE NEXT SPECIAL INSPECTION IS NOT A
SUBSTITUTE FOR INSPECTION BY A CITY
-- GRID LAYER, INSTALLATION OF THE GRIDS, BLOCS AND ROCK FILL IN THE BLOCKS INSPECTOR,
LL
SH BE
IN WALL SYSTEMS, INC CDNSTRUCTION MANUAL', AS FURNISHED 10, CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE
OF 'THE WORK
WALLA
93.74TW WALL B UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS,
93.39TW
THE REINFORCED WALL ZONE FILL SHALL HAVE AI PHI ANGLE OF AT LEAST
35 DEGREES AND SHALL BE PLACED AT A RELATIVE COMPACTION OF 95%, c, SPECIAL INSPECTORS MUST BE CERTIFIED BY
THE CITY OF ENCINITAS TO PERFORM
IN A THREE FOOT ZONE IMMEDIATELY BEHIND THE UNITS, COMPACTION SHALL BE BY THE TYPES OF INSPECTIONS SPECIFIED,
WALK BEHIND VIBRATING COMPACTORS. THE VIBRATING COMPONENT SHALL NOT BE EXCEPTIONSa 1, SOILS INSPECTIONS BY THE
SOILS ENGINEER OF RECORD,
OPERATED CLOSER THAN 12 INCHES FROM THE REAR OF THE UNITS. THIS LAST
I 3. WHEN WAIVED BY THE BUILDING OFFICIAL,
KEYSTONE WALLS 12 INCHES SHALL BE COMPACTED USING THE ROLLING FUNCTION ONLY, THE AREA
- WITHIN AND BETWEEN THE BLOCKS SHALL BE FILLED WITH 3/4' MAX CRUSHED ROCK. d. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO INFORM THE SPECIAL INSPECTOR
THE ROCK AND THE BACKFILL SHALL BE SEPARATED BY THE USE OF FILTER FABRIC, OR INSPECTION AGENCY AT LEAST ONE WORKING
DAY PRIOR TO PERFORMING ANY
AS SHOWN ON THE WALL SECTION DRAWING. WORK THAT REQUIRES SPECIAL INSPECTION,
91.07BW
91.06BW e, ALL WORK REQUIRING SPECIAL INSPECTION WHICH IS INSTALLED OR COVERED
SPECIAL INSPECTION
_ -
W ITHOUT w
T APPROVAL DU HE F
_ L D
THE CITY INSPE
IS SUBJECT TO REMOVAL OR
w _ - -- --- ° -``�`- _.._ - - - - - ~— INSPECTION IS REQUIRED FOR CONTROL OF COMPACTION IN THE REINFORCED
EXPOSURE,
_ _______� - - -- + CROSS SECTION ZONE AND THE PLACEMENT OF THE FACING UNITS AND GEOGRID, f. REMOVE LANDSCAPINGSt
PALMS, TREES, DEAD TREE STUMPS FROM THIS AREA;
/ ? ' 0- - 1, A CERTIFICATE OF S ATISFACTORY COMPL T
CD (n I NO SCALE S IS E ION OF WORK REQUIRING SPECIAL INSPECTION
�,o n �T_ MUST BE COMPLETED AND SUBMITTED TO FIELD INSPECTTION DIVISION, MATERIALS S PECIFICATION
FACING MATERIAL SHALL BE KEYSTONE UNITS AS COVERED IN ICBO ER4599, DATED
NOTE:
MAY 1, 1997, AS GRADE N, TYPE 1, PER 1998 C.B,C, WITH 28 DAY
KiNOERGAR N
Cn SPECIAL INSPECTION REQUIREMENTS (KEYSTONE RETAINING WALL) IN ADDITION TO THE REGULAR INSPECTIONS. THE COMPRESSION
OF 3,000 PSI AND MAXIMUM WATER ABSORPTION OF 8 %. UNITS SHALL
' PLAY �' FOLLOWING ITEMS WILL REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH 1998 C.B.C. OF THE BE STANDARD, COMPAC
AND CAP UNITS AS SHOWN ON THE PROFILE, COLOR GRAY,
C 1?
rn UNIFORM BUILDING CODE, TOP UNITS SHALL BE 4' AND 8" CAP UNITS AND COMPAQ UNITS AS SHOWN ON THE
7,3 STRUCTURAL MASONRY (ICBD # 4599) WALL SECTION AND SHALL BE PLACED USING AN APPROVED CONSTRUCTION ADHESIVE,
13DN ONE SIDE ONLY ❑F THE LOWER UNIT
, IN ADDITION TO THE PINS,
THE SITE SOILS ENGINEER SHALL VERIFY THAT T I
H CONDITIONS N
E SOILS CO DI IO S ARE SUBSTANTIALLY IN CONFORMANCE WITH
"�- CD THE SOILS INVESTIGATION REPORT, GEOGRID, AS SHOWN, SHALL BE STRATA 200, AS SHOWN ON THE
PROFILE,
0. `�3C) r�' _F. 13,2) THE SITE SOILS ENGNEER SHALL VERIFY THAT THE BASE, GEOGRID AND KEYSTONE UNITS ARE ADEQUATELY
INSTALLED AS SHOWN ON THE WALL SECTION AT THE HEIGHTS SHOWN ON THE PROFILE, FILTER FABRIC, USED BEHIND THE UNITS
TO CONFINE THE ROCK FILL AND ENCL
1313) THE SITE SOILS ENGINEER SHALL PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE THE DRAIN; ,SHALL BE ADS
4420TS R APPROVED ROVED EQUAL,
DENSITY, BEARING VALUES,
c4 -� "[� 15) SPECIAL CASES (DESCRIBE) GEOGRID INSTALLATION OF KEYSTONE UNITS & PLACEMENT OF GEOGRID.
PERFORATED & NON -- PERFORATED DRAINS SHALL BE 4'0 SUB DRAINAGE SYSTEM
>[ =[= '' SHALL` BE PVC SDR35 PIPE OR. AS NOTED ON PLANS,
- [ pR P p Ii,_�_.- 16B) THE SITE SOILS ENGNEER SHALL VISUALLY INSPECT THE ANGLE OF THE FACE OF THE WALL FOR SUBSTANTIAL
- --
v CONFORMANCE WITH THE WALL SECTION. p
9 '+
TH
PLAN IS FAIR RETAINING
7ki 4 WALL PURPOSES ONLY
9 -' �- c 0 6" CRUSHED ROCK OR
SSi
f-' UNREINFORCED CONCRETE ttom�..
c _ _�.� LEVELING PAD ..r_ 4 . e
- -w
IC] 459' ,w'
`, 9 No.0043345 }
_ —
EXP.06 /30/04 c�
_ --
..___ -- ., CAP UNIT
(2) - 4 CAP UNITS OR q '�'�
1 -- 8" CAP UNIT- -_ $" COMPAC UNIT 8 d A °; A A - OF CAOV'
-
--
' ELEVATION _ -.g" STEP -_ COMPAQ ELEVATION
Cj
LEGEND
. - 1 2 4
ING SIDEWALL - _..__ ....�_. STRATAGRI
EXIST � � D 200
LENGTH CHANGE L. =X.X'
C' TA1'HIC SCALE - = ' =. °� ff� , 1 ) 1 2"± o
30 ,} s� �fl ,�o INDICATES END OF GRID 1
- / �, C� �, h h . _= - -
_ __I(I- - , =�►� = Ii1 == =III -.
rn °° 3+51.75J, I_ - -__I_I {� ( I I_ d I I -I I I 1 I
K� �, . __.
m ° - III - -I I II I L I I 1 ; III i 1 I 11( 111;
'? . 75_ - - COMPAC UNITS C = =_�
( IN FEET
F -
I inch = 30 ft. ,-•18_ >.
SECTION - __- - -__ -- $}�,._______ Br & 4" CQMPAC CAPS UNITS
-- U
STREET LEVELING PAD DETAIL TOP OF WALL STEPS CQMPAC PLAN TOP OF WALL XXX.XX
NO SCALE NO SCALE
___._ _ 1 . 2 MAX C O M P A C ALE NIT BOTTOM OF WALL XXX XX '
,
_ - -- _ - -_ .5H +4 VARIABLE
P L A N V _ - - - - - - - -- - - " w._ __ /2" No UNDER LEVELING PAD
FOOTNOTES: (f)
s� PRO PKE Y S T KEYSTONE 4" OR 8" CAP UNIT
<
C) p.R
0 - -
EN CINITAS BLVD �� �
U ►�ooNUCx - - - - - - - �:
PLAZA GEOGRID FRONT TO BACK
�a KEYSTONE COMPAC UNIT---
4 , z
MIN. - -_ _ ..._- SQ. FEET OF WALL:
a- --
2600
SI
GEOGRID IS TO BE PLACED ON LEVEL EXISTING SIDEWALK- VARIABLE: .67 -3.33'
F STREET BACKFILL AND EXTENDED OVER THE
��� F IBERGLASS PINS. PLACE NEXT UNIT. SEE PROFILE FOR CONTRACTOR TO USE FRONT PIN HOLES
� PULL GRID TAUGHT AND BACKFILL. LOCATION OF GEOGRID
STAKE AS REQUIRED. LEVELING PAD - -- - w
D L .C,�:
VICINITY MAP i
NO 5ALr ..GRID 8c PIN CONNECTION
APICAL. CROSS SECTION DEC 5 2002
NO SCALE NO SCALE
ENGI SERI Ct SrRMES
CITY Or ENCINITAS
REVISIONS APPROVED DATE REFERENCES DATE BENCH M ARK SCA LE COMMUNITY DEVELPMENT DEPT DESIGN er DRAWN BY CHECKED BY
APPROVALS CITY OF EN ENGINEERING DEPARTMENT DRAWING NtJ.
_._. -___ _ �W _`�- - - - - -- _ _ oRizoNrnti : a• = 30' it`s - 1r' wr'%'�t ► �5, PLANS PREPARED UNDER SUPERVISION
OF RECOMMENDED APPROVED
VERTI N/A
DATE R.C.E. N4. 433 PROs' ILE E STC NE WALLS" `
�1 fr � PACIFIC VIEW SCHOOL, 608 8 RD STREET 774 - ,
(� , : BY B
r 'z. - ' I » 2.._a r1, RQDNEY D. 71, . CITY F ENCINIT
_ _ _ I - BALLARD EXP. s -3o -D4 DATE DATE t,,� , C SHEET 1 of
2
j
LENGTH GEO GR I D 4'
FRONT TO BACK
Ln
RAMP LOCATIO +I
_ O -TOP OF WALL
FIELD �
10
L() L
100 -- ____._. FY---- _____._____
- -F, 94.07 - 9.3.74 93.41 92. 1 7.74 -�
91 .0 7 88.41
_.-
-a.6 / 9��.7� �, 2.67 9 7 1.33 a ' 91.74 ,
87
- 89.74 6�1 1
0 6 7 1 3 0
. t �, . 2 .
0 � __.� 00 -- x.0 07 3 � PROFILE
1
9p _ _ - ..... _, 85 74 �- a
HORIZONTAL SCALE = 1 " =10'
___
_ --
- r 91 . . 3 90.41 89.74 - o.� T 8�. 73 84.41 z
_ X89.74
89.07 1.3 _ _. m ._ .., _... w VERTICAL SCALE = 1 "= 10'
_._._._ 88.41 8 7.74 8 86.41 85.7
ZOO'
T __. _ ____ __..�....._ ___ _ -- ___�_ �. ___ � _ 80
_
0 -- 7 84. 7 334 8.07 -
-- _.. - -- G Ln 0 t� ") � Ln C. Ln C::)
In In � CJ
Ln (N Ln Ln N L�) N «� r I r In r . c.l I� 8 2.41 , 81 .
00 C7 d rJ * ()C) N (7) 0 �``. N In I�
- T__ rr) t � f In cc� rl 00 r�) 0 v__
- C. :� c-a r 70
N c�a
0 0 +25 0 +50 0 +75 1+00 1+25 1+50 1+75 2 +00 2 +25
--0 +22.5±
+ - - SIDEWALK U LI N G PAD 0
0 BOTTOM OF WALL TOP OF SIDE L LEE .
_� - -__ p
--- -- RAMP LOCATION --_- .M__.____ _.._...._ ____ ___
_ _ _ ._ LENGTH GEOGRI D 4 1
--~ " l__ I - �- -- FRONT TO BACK < -
FIELD�4� _ -_ __. - __ _.__ _ __..__ ____ __:__.:_ _ ______ ______. _____
p _ _, LEN GE0GRID - --
GTH
._ LENGTH GEOGRID 4 o VERI _.____. BACK ��
- �r u FRONT TO
F ON T TO BACK , - _ _�_ -
C5 TOP OF WALL ° 93.39 - - TOP OF WALL -- 89.72_ 89.39 90• 90.39
� - 89.0 -
ac� 8 7
100 T 2.67 .6 7' 1.33 _ 0 -1.3 -1.33'
cK 8 _ �' 0
- - _...89.39 90 39 9 1 .00R 91 .72 93.0 93.72 90.` 9
c� 90
- --
O _ 33 92 39 90.39
_ . __
90.72 , _2 a 0' T o
_..__ 9 �2 -2.67 3 33 2 6 +I
-� 0.6 7
2.00' _ 1..� , 9 8 ..� 86 3 �� �-
90 _
- ' -- ----.-LEVELING PAD 80
� 88.39
8 9.0 91 . CJ - - - -L -- i�
- 8 7.0 8 7. 2 33 - 8.39 r- - - �a 8.3 0.67 - 89.73 �9�.�9 - _
��. / _ 8 0 0 _. r� �� > p p - == `� 0 _ � TAI R LOCATION— T I � -
� r4'-)
;�'`�? -
+I _.__ _ En _. w _. __._.. _. _......_ __ o
,. 1 ... AIRS I..._OCA TION i!
_. __.__ _. _ _ __ _ __ __ _._ - _ _ _ . __ . -__ -- _ -.- -_ -- _ - -> _ _ __ _ ____._ _ 0
C O
8 ¢ _..__ _.- ____ -_ _ __.--- _.__ -- ____ _..__ - / p
a p C_ Lr) C� Lc) o L Lc) 0 tf) Ln Ln - N ��
- In N Lr) f Lr } f Cam! Lr) f`� N In N fy 0 0 �� f 0 f� -- f : _ _. _ ___.____.
�. �Q._.__ _-_... _ __. _ ..._ _ _- _..__��__..... _.._ __� � � _._...
CJ t �>
" ' �_ Ln tp Lr? (� > c-0
p __ � ( � �t L n I`� I` 00 00 (3) 0) � c�? �- cl f �, .
j - +- LEVELING PAD �_ 0 +50 0 +25 0 +00 �a
0 1 0 0 0 1 Q__j 10 0 0 10 _ _ _ _ _ _
0
70
0 +0 +25 0 +00 BEGIN
0 +00 0 +50 1+00 0 +7 0 W AL_L� D
_ ToP OF SIDEWALK �. °_ BOTTOM OF WALE WALL.
WA B VVA L_L. TOP of SI DEWALK �__.__ 0
BO O F WAL _ MATCH LINE
-_.
LENGTH GEOGR I D 4'
=- FRONT TO BACK'
w�
100 � __. - --.____..--__.._ __._.._._- _______.______.______
TOP OF WALL Qo
-- -
�- 4. _. , 8
-8�7. �
8.x.12 39 - 8 . Z
N
_._.._..____.. _.u_„ _.___..._.._...____ . ---_
r : C?
__
9 :� 1��.39 _ .. � _-, .., - __��1.7;? - 8.39 3.0� 2. 8�.0� 1.33' - -- � - - - i
w - _ 79.06 - 80.3.- 81. CSC
__ __
f8.3 1.3 � .
_ '
2 _ -1 �. 72 _ - 7 77.7 _ 19.72_ r - 6 �' 7 -
5.0D
f�.�39
f �� . f �.._ � f �- . 3 - • - � -- 2.6 7' f,.,�,'/` -' .? . 6 7 ~� ,Z . 6 l � 8 4�
. �. 9
._ 0 1.3 -1 33 3 6 833 7 0 In
8
80 _ -2.00 , 0.67 1.33 X0.67 _ 1 a
_..._.. -1.3 3 _ -1.33 1.3 {( l} - �} . 9 r` Qo
_ _ V ! L
..._ 19. 8 � Ln N N
___ ............ - --81.0 6
33 g �.. _/ 3 79.72
_� 1 o
3 f 7 2 ~ 8 9 r-- «a In
_ - 74.39 7.. 0 + 75. f 4� 0 � f , �3 _
... --
__ 73, 06 7 2_- +
70 0 ... �_�.7 3..7 2 - __.._.__ .71 . � _ _._71. / �_ 7 2.3 �
_ ... _ _-_ �
c� ) C) In 0 .r) Lc) 0 o' L0 c � Lf) Ln 0 In �
Lr> Ln r� H Ln Lo r� cal 0 Lr) r� Lr) � r� 1.0 � 1+00 0+ 7
5 0+50
N � C\i c__) L( 0 �, r�7 0 00 Ltd t� N �n -1 00 t�) � � In
L
c
00 ! L n d e o r_._ LL
L n } ° } }- �- } -
-}-- �) ice°} � CN
WALL D LL
3 +50 p 3 +25 3 +00 2 +75 2 +50 2 +25 2 +00 1 +75 1 +50 1 +25
I
LEVELING PAD
-- TOP OF' SIDEWALK ` - -- BOTTOM OF WALL
Essi
No.00
EXP.O6
C
Q
43345
/30 /tJ4
Q
V
F C om_
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
DES" °�""'"' ` °Y APPROVALS C I TY O F E N C I N I T A S ENGINEE DEPARTMENT DRAWING
NO.
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVEC P'ROF'ILE KEYSTONE WALL -- '
HORIZONTAL. 1 y = 10'r DATE : ? � � � ...
1 - ,O PACIFIC VIEW SCHOOL, 608 3RD STREET _.7
VERTICAL BY
R.C.E. NO 433 45
.___ - 3� - � CITY OF ENCINITAS
DDNEY D. BAL.LARD
EXP. DATE DATE • , w_ SHEET 2 OF 2
f