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CARLSBAD, CA O O O X26 �3 r A 760 931 - 1792, Fax 0
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» � » _ ^ 0 � NCI( SE RVIN R.C.E. No. 33538 DATE
4 C.O. — RIM _ 206.8 UA-1 X49 V loft L EXP. s Iff
DMIGNIM REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DEPAR?MM N
K ° APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. z
MSCRIP1TQi: W NNOW N0. 5 AT 11E MTERSECTION nj
OF MP-TV?" MK REVIM Br PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR KEYSTONE PLAN 8c PROFILES
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LANE AS SHOVIIIIIII ON CITY BY: BY:
NICK S. SERVIN R.C.E. No. 33538 DATE DATE t t L Z 3 ! c2 A DATE �� / L� tpq B LOCK 94 -
OF MAP 326 W
DATE EXP. 6/30/06 —� r SHEET 4 OF 5
1
Base Leveling Pad Notes: Cap Unit �
�.�• � -- t
If 7
Width: 18"
1. The leveling pad is to be constructed *Depth: 10 112" ,
Of crushed stone or 2,000 psi± Height: 4" I I 1 =11=
unreirrforced concrete Weight: 45 Ibs (2) - 4" Cap Units or 4" Cap Unit Standard Elevation
2. The base foundation Is to be approved (1) - 8 Cap Unit 8" Standard
by the site geotechnical engineer prior 6" Crushed Rock or " Unit
to placement of the leveling pad. Unreinforced Concrete 8 Step
Leveling Pad
Standard Unit
vr�dtn: 18" Y' Elevation
f '.. .'. �i r
Depth: 211/20 .: �= - :s•y�
Height: 8
Weight: 115 I� f ... . N .. .
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Slope Cut i • y . r• • . 1 • s i 4 ..
Unit Face r
18
• . • . 6" Crushed Rock or " "
-� I I —• Unminforced Concete
Leveling Pad Section Standard Plan
Standard Un Pad Isometric mew
• Levelin Pad Detail To of Wall Steps Standard Unit
*D'mmmions & Weight Mary Vary by Region * - Dimensions May Vary by Region
Note:
3" Of Soil Fill is Required
4 „ Min. P.C.C TWAY Keystone Cap Unit 1. Check with manufacturer specifications Between Overlapping Geogrid
c
on correct direction of orientation for e�
p
r Low Permeable S oil for Anchora
Proper Anchors
8 " SG200 Reinforcing geogrid to obtain proper strength. --�
Depending on location
0
• :::' •'. ' P g on
7.5' -4 Place Additional Pieces of Geogrid o vo
When Angle Exceeds 20° t5 Reinfo Standard
Ke stone
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oil . - a�
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- . _ _ . - Unit
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-- • • -- -. • :. I C
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- 1�I - - ' - •. - • 24” Unit Drainage Fill
(3/4" Crushed
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- r -•' - - ••1- s- - 4.40
Retained Soil w
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Geogn is to be Placed on Leve
Minimum Wall Radius: ac an
l
- 1 - Grid Length . << Bkfill d Extended Over the CQ
i I I - - _- - Finished Grade
SG200 Ref nforcin Fiberglass Pins. Place Next Unit. cc
Ap I I— - Inside Curve: 4.0 (at bottom of wall) Pull Grid Taught and Backfill. j
A ro = Outside Curve: 4.0' (at top of wall)
..
PP _III- 5 @ 0'-8 "- . .. 0 o• ° Stake as required. Limits of ,
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i i dun. Excavation I - 1I
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— - -1 I I -1 i r - -i i,i ► i- Geogrid Installation on Curves Grid & Pin Connection
4" Perforated PVC 30" Unreinforced Concrete BY:
Drainage Tile or Crushed Stone �� DATE: 1/ -/7- Z0 04 /
g AS BUILT
(If Required) Foundation Soil Leveling Pad NICK S. SERVIN R.C.E. 33538
EXP. 6/30/06 REVIEYrED BY : M
SERVIN ENGINEERING + f o
2382 Camino Vida Roble, Ste F •• DATE
CARLSBAD, CA 92009 SECTOR
760- 931 -1792, 931 -1892 Fax 6--M-20 G�
T ypical Reinforced Wall Section f 0-4
IX
Standard Unit -1 " Setback � /� R.C.E No. 33538 DATE w
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RONS APPROVM DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BiTII.DING DE'PARTMM ° D ° T4 M BY °ac ° APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRA1iING N0. z
EVISI TION
DESCRIP RIM MANHOLE N0. 5 AT THE N IERSEC I ION REVEVM BY: PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APPRO n KEYST
PLAN & PR F 0 R: w
OF rIHISPERIMlfD DRivE AND *09TRM 1`10MZONTAL / J 913 4 — G R x
LANE AS 9110M ON aTY DRAMIG .�- ` �- 1 17-17- 0 4 BY: BY: - L U C E RESIDENCE
NO. CS 25, ELEV. 151.0 1 = 20 MCK S. AWN R.C.E. No. 33538 DATE < < / L 3 / d4 tW
DATE E . 6/30/06 DATE DATE — BLOCK 94 OF MAP 326 SHEET 5 OF 5