1994-4274 G (Plans)NoText
CAP UNIT DRAINAGE SWALE PER PLAN
W OW PERMEABLE SOIL
3'-0"
STEEL FENCE NON-SHRINK -
' CAP OR RAILING GROUT POST
UNIT LL
UR11400HP�nI- �` I
ly) _ I IN 11; I.- (�11�I II�I h[I-
STANDARD I
�_i_i I DRAINAGE SWALE III
UNIT 2'-0" PER PLAN II_ 3' 3'
KEYSTONE STANDARD ( !I I A', 1 I i"" 16
F.F. ELEV. 161.5 / 1e
1 ' II II TI Il li lr - - - - 1� . .1i-L PAD ELEV. 157.9
- - - - - - - - - / I e;
P ' J
- ) RETAINED BACKFlLL UX1400HI h= 4.67 - 6.0 - - - '-- - - - - - - I ; q^y' v
y�
TOP OF WALL SECTION �111400HP h 31.33 '11 it 00f �FE NCE DETAIL ill 11 1�1 SCALE: NONE
ag ACKFILL -- -I II`7 fd••� v-
7,
FINISHED GRADE /- NON-SHRINK ITTT1.1T I-,..1 hI I I I I ly- R H� /Uyy
/ GROUT POST /� py
J GUARD RAIL lrrJC/ S E C T Y O N
• �� � - STEEL FENCE SECTION
LEVELING P � APPROX. CAP OR RAILING
EXCAVATION LINE CAP MIN O NO SCALE r ,
STANDARD Fil
PENETRATE UNIT 2'_OA• B B A A VERTICAL SCALE 1" 1- 20'10' O
Balm= SEM STANDARD GEOGRID LAYER
STANDARD UNIT - 1° SETBACK UNIT e e
SCALE 1/4" - 1'-0• 1�
CONCRETE r Z
V
TQP OF WALL SECTION TOP OF WALL SECTION z
C GAP UNIT GUARD RAIL DETAIL FENCE DETAIL ® W
SCALE: NONE SCALE: NONE 0
4" OG D-2
�F 1 PARCEL 1 (n
'A P � g PM 15669
psi ,�s �h�O - DRIVEWAY ENTRANCE PER
15 152 o O� 5 PROPOSED STRIP STANDARD DETAIL DS-7
Q \ - .� 154 F�, 156 OR RSD G-14
ALL CUT 6" WIDE T PIECES IGH x 1* DEEP AND N UNIT FILL \ \ / 158 160 DRAIN GR=163.7
ATTACHED TOGETHER USING CAPSEAL SAW CUT FABRIC BACK FILL \ �� _ _ _
COMPAC UNIT CEMENT PARCEL 3 .,'"" "•••",••.`•. ................ _ _ \\ _ N 87° 00' 30' �6\ 16\ b�9N
O. O O. .O PM 15669 .� n'"' s- - _ 1
O ,. �.._ 0 _ __ 1
CONTRACTOR TO PROVIDE APPROPIATE .. *:
CORNER PIECES TO ACHIEVE A ,` `^`'�: I 6 O
UNIFORM APPEARING CORNER. O ' . ` ""
V '
I I � I T.W. 156.0 ! \ � � � .,�.. \ I � ° W E P 1
O a i o j B.W. 150.0 GR 159.3 j \ I n \ ° A ° °
8 T.W. 159.5 748 , , FL 158.7 j \ I I, \ `;\ N \ I LOCATION OF EXISTING
S O , e O O; i / ° - t WATER, PHONE, &
B.W. 156.0 ° g IM °4 ° ELECATIC TO BE
�h vN r \ O I I' O CONFIRMED BY THE
TYPICAL CORNER DETAIL v ® r I O I ELEV. 164.0 4 ° ? PROJECT CONTRACTOR
" UNIT FACE n \ \ 10 .JJJI��'I F.F. ELEV. 162.5 \ F.F.P� ° a 0
MIN. SIZE 1/2 UNIT WALL T.W. 154.0 �7 T I PAD ELEV. 163.5 h. ti' 3
KEYSMNE COYPAC UNR MIN. SIZE 1 I UNIT AT END B.W. 148.0 q?�• . PAD ELEV. 159. I \ 16 1
ISOMETRIC P� /�N ALTERNATE WITH FULL UNIT EACH COURSE 3'/ 1 I \ /' I I \ ° ° ° / °
° ' TIE TO EXISTING
SCALE:NONE I�/"� ! 1
SCALE: NONE T.W. 159.0 \ ° ° I I \ ° \ a ° 47 I °� ' PAVEMENT
a 1 166
TYPICAL DETAIL 3, ° \� \\ 164 1 I� A/ I sea
STANDARD UNIT AT OUTLET 6' HIGH (MAX) MASONRY f* I ` \ FL 1160.0 \ °
CUT T z uNns BLOCK OR "KEYSTONE" {� `/ I 1 °M1� 1 a \ ° '
ALTERNATING COURSES 1` /1 ° \ a "- ° CQ
BUT UP AGAINST STRUCTURE SCALE: NONE RETAINING WALL SYSTEM. I ° \
n.t>* STRUCTURAL DESIGN & ~I \ ° cm
4" CAP UNIT ,O O. .O O. .O - DETAILS PER THIS PLAN 146 I I a I °. ° �6 . ° °I °
6�0 t 0
a ° \ 1 0�
D. 0 O. i B , \ GR 160.0
4' ( // I a I \ FL 159.5 \ 1 r CQ
~ M-Er CHAP UNIT 4-BFI � , B Jf I I /j °°� �° � PAD ELEV. 11585 \\ � g0 ° � \ � '� 16 I
F/ to
D-2 A • EARTHEN BERM
STANDARD UNIT DRAINAGE FILL P 1 !!) • PER DETAIL I I a° , \ PROPOSED CONCRETE
D-1 I 161.5 I \ \ - j / (6,.) DRIVE V
RRR
T. 740 11 I , 1 I e ` t I \ \ \ /160 C \ i PROPOSED WATER m
CID
METER LOCATION
• I 6 v ° / j j
° 0 a
TOP OF WALL STEPS ,.,
SCALE: NONE 159 0 / / I < I ° ° \ I j 2
rca SBW 150146 ! , G� j15g 1 \� �1 p < a ° ° °\ ° a a
CONSTRUCTION ABUTING WALLS MAXIMUM WALL • l F< , s8 / ° GR 159:0 \ / ►�
2"X UNIT FACE - HEIGHT IS 6'-0° Sg3B �I / 2q FL 158.5 1 j ! J n
�
T.W. 159.0 j PARCEL 2 j ! h'��
PLAN B.W. 154.0 ! j I / PM 15669 I , If j I / �
KEYSTONE STANDARD UNR / ' / �� I STEPS AS REQUIRED
ISOMETRIC SCALE: NONE Tyr. 154.0 / , �/ I / // I I /� / `��-__�I I lj f I� RISE
7" TREAAIS 12" - ` /may
SCALE: NONE B W 148.0 , l r` �/ `o
�� �♦ j I / / / j� ! 165 1 �lj
SEWER LINE 148 J� S ♦ i F F. ELEV 160 5 I j
/ S PAD ELEV. 157.9
SWALE `~^rte',
O
150- - . ,� I / \i \\ l j! j l jj jl /! A !�
EXISTING SEWE 152'
-41111, \ \ \ ?9
. .>;;.. � C.O. ,56� Op � \`♦♦ ` \ \ \ j � I j// j /"^ /� ^►
OC f O GEOGRID IS TO BE PLACED ON _EVE �g' 1 9 154
PLACE NEXT UNIT, PUUO RDPTAUGHi \\ 1�Gj6O
AND BACKRU_ STAKE AS REQUIRED.
B'
ELM o e o 0 0 1 , 1�6� 1s�- \ F �� O //
w CQ
f a 158
° PLACE GRID OVER PINS,
TIGHT AND B>CKFIIU_. PULL
PARCEL 3
L 1/4 +/- KEYSTONE STANDARD UNR 6" DIA. DRAIN PIPE T808\�` \ PM 15669 // / /� / / 20 On
GRID/PSIINN�CONNNEECTION ® 2% MINIMUM 160 \ \ / / ` / 0;
KEY'SMNIE STANDARD UNR
SCALE: NONE BLOCK 94 62 = ` \ / / // / /'
LOT 2 �� / / / `* B'
MAP 1547 _ - �i / / o,
I - PIN 164 � � / � 2
+ ON O p C O GRID CONNECTION /
SCALE: NONE 166 /
ig GEOGRID IS TO BE PLACED ON LEVEL / ] W
BACKRLL AND EXTEND OVER PINS. v
PAN PUCE NEXT UNIT, PULL GRID TAUGHT
AND BACKFILL STAKE AS REQUIRED. 6' - NOTE.
O ' e 0 O e o O r PER CERTIFICATE OF N COMPLIANCE
DOC. N0. 1994-0147741 DATE 3-4-94 a
PLACE GRID OVER PINS,
PUCE NEXT COURSE, PULL - g' NP. ,
TIGHT AND BACKFiLL �
i
E CRUSHED STONE BASE
OR UNREINFORCED CONCRETE s
KEYSTONE COYPAC UNR PAD �� ��u
F
GRID/PIN CONNECTION {�^ [a^? i
KEYSTONE cOUPAC uNRG V GRADING PLAN Q
LEVELING PAD AND STEP DETAILS �2 SCALE : 1 m 10-0
SCALE: NONE SCALE: NONE �`.,A;
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY A BY CHECKED BY APPROVALS
u �U� CITY OF ENCINITAS PUBLIC WORKS DEPARTMANT DRAWING NO.
U.S.C. & 6.5. 1929 SEA PL S PE RI NDER SUPERVISION OF RECOMM DED APPR GRADING AND DRAINAGE
PLAN
LEVEL DATUM VERTICAL 1" = 20'
4-14767 274 G
REF: OCT 25, 1985 SAN-LO AENAL SURVEY (SECTION ONLY) s J DATE: BY: i �. !'✓ BY:�= 1V RICHARDS
RESIDENCE
SHEET 314-1683 R.C.E. N0. 47677 DATE: lfi•4S DATE: J- Ihe ' �� A.P.N. 260-292-14
HORIZONTAL
ill 10'
Temporary Benchmark ® N.E. Property s S�¢� E EER EXP. 12-95 CITY OF ENCINITAS r�
Corner (Elev.=167.0) WORK PROJECT NO. SHEET 2 OF 2