1997-4978 G (Plans)NoText
SITE DA TA
1. ASSESSO'R'S PARCEL NUMBER: 254- 400 -08 AND 11 .5 "TR E
11JJ 691 SPARTA .5" R
2. SITE AREA: 1.70 ACRES, 73,981 SF = i
t" R SEE LETTER OF PERMISSION TO GRADE
•.• ., 2
WEAKENED PLANE JOINT ACROSS PROPERTY LINE
DATED MAY 28, 1997, BY BRIAN FRITZ
3. TOTAL PAVED AREA: 17 100 SF 2 "J 1%
4. LANDSCAPED AREA: 36,450 SF 7•• - 6"
RW 1 TRW 167.0 f Jf _1
B
.. I TF 1 66.0
6i.7 f �J.la ly;%1J I I I
EARTH WORK DATA 24" _ } fir I (TYPE C
6' HIGH CHAIN N
LINK I I I •
1 SIDE PROP. LINE TYP.
G -2 MODIFIED CURB AND GUTTER TO BE USED ONLY WHERE PLANS I _ rSEE LANDSCAPE PLANS FOR FULL DETAIL) ( _
1. TOTAL RAW CUT: 4 ,1 00 CY SPECIFY 'G -2 MOD.', WHERE FLOWS ARE NOT DIRECTED ALONG CURB LINE. EXISTING 18" PVC-+,
ROOF DRAIN OUTFALL
m
2. TOTAL RAW FILL: 4,100 CY - ®. -
0
G -2 MODIFIED CURB AND GUTTER ° µ�° ,.. . ,.,., ` P, >' _ ,.. �§ FL .B� --
3. NET IMPORT /EXPORT: 0 CY NO SCALE TRW 167.0 (o
1BRW 165.3 • -'- "'
w, TF
SEE LETTER OF PERMISSION TO GRADE (TYPE p 7 ,� a� G -2 17q
ACROSS PROPERTY LINE (/ A / G�-2 MOD. s
REMOVE 40 S.F. O ` 37.8 II IS 172 FL 165.
F I l� 0
DATED MAY 28, 1997, BY EVELYN WEIDNER _
EXISTING CONCRETE a' '�• i D
SIDEWALK /DRAINAGE CHANNEL r 167 0 SIDE r m , 16, \ a �'� 170
TO MATCH PROPOSED - E }
DRAINAGE CHANNEL I . T TF . 114 O 66- >A S . pX56. \\ FL= 63.0., atl, bII, -�
; W 6 ®
JvlIJI lyJJ TW 157.0 ( ) 129' 9' ®2%
BRW 154.1 TRANSITION FROM CONCRETE PATH r \G -2 -�
TF . TT pp'' /}�� R55.00'
(TYPE C -4 g TW 157.0 BRW 154.0 H L -/ G_2 IM •O / ' _ -
S 62"06'00" E - 24.29 I PROPOSED 6' WIDE D -70- TF C53. 14 .1.1 I 1 61' 2 ,
CONCRETE TRAP��Q k FAA Jy�I (TYPE C -4g REMOVE EXI TING RETAINING \ / I / / / /' / /' / / N
ED I
I J7 J (Stt SEC J B -" W/
A SE
NEWCr (, REPLACE 8 , / / j / �/
FL -152. 5 �•' ✓ 1 • ' / / ,
RE 7.0 Lr _ RL=CfTOIT - j - `'6 - y y R3fi.00'
OVE 1 6 / - - / , j `o SEE LETTER OF PE MISSION TO GRADE
FOR CO
\ NCRETE CHANNEL 00 " O_ 5 0 �� W " 1.3 / ) /'' ' ' '
.., ....... TW 157.04 ✓ '�� mac. 6 ' o " �� ,/ / / /; i .'/ E r 185,.6�
ACROSS SOUTHERN PROPERTY LINE
TW 153.95 STINS WALL 7 S6 24.0 F1 =1 BW 156.31 0 '�E 6.
� / 6 ' j DATED MAY 28, 1997, BY DAVID PRUITT
4.0' BW 152. 5 TO REMAIN ,n �� 58 1G ,� °
ti m BUILDING SETBACK 5 1,0 i �II 2 ® �/ / / m CONTAMINATED SOILS
TO BE REMOVED FROM SITE
' / / yr PER INSTRUCTIONS IN THE REPORT ENTITLED
LSDO &E EASEMENT�� tib • �6ry EHG ', JSC EHG _ / �✓ /' ' / �/ / ' / ' / / I "WORK
PLAN FOR REMOVAL OF TPH -SOILS
c x 15 T r NG
it" PVC O RAI N L.I N E� ��io G 1' WIDE s ss y6 A ®� � Iga Ill.
p ✓�`� ��� 76� II / ' / �/ ' / ' /,' , ' o II I DR ENCINITAS, CALIFORNIA,
0 SE R6M 0 �� 4
s., �@ , '' / / 6 / i i
DRIVEWAY / 1 8 // , ,` �> P' UAR #1 1235 63- 00
T �
E• � ��� - � ��� ��- ��4 � � � � � '1D %., . Of ��� � � �,�� �
/ o
6'g j / ,Y6, / /' j / BR 169:0
1 v �1 ti s
24. � N . `_; S� 16 .. _ 66 �I � - � ,, /j - g , / I < ,
S 27 0 54'00" W - 45.56' c F Ex xE 7 is�' P�
,g1 � J� TR 172.0 I
.STING DRAINAGE CHA NNEL �' , - " , , /o _ �R\ / FL -- 158
fm yl BR 169.0 ,
4' - / _ ✓ .1 / 6 8" 41 ' ®2% 6 "1 0' '3.0 %
8.d G -2 i 4 W : te
\ GE CHq}y MOD. TYPE }2 „ - 8" 8 - 34
D- 70�p8AlEASECTION 1,J D. - r5 1 CROSS GUTTER / FL -1 9.64 G -2 �f00: ) rob i!48 � / , 165.3 /
SPARTA
Fu 8 �u
RIGHT -OF -WAY `�� i -- `�s� ��ti 1
\ CUR B LINE
PAVEMEN \\ 7
E ' SPARTA OR 50.0, ,..:. .. 1. I Q�P /" R
RY RETAINING INA
MASO �,a.gF' 'r F -153.2 ' �' - / �i i / ,'�. ./
ER S.D.R.S.D. C -45 / 8 6. 6- s
- - � 16 " E 1STIF D.S. ScW R LINE 53p1559 -/
LO.D, T PE G -12 ® /' / /%' % / /� % '� /� % i o SSION TO GRADE
BY. SEAARATE 1 TR T _ SS GUTT R 1 .�sv ,' 1 ' , /',i SEE LETTER OF PERMI
�' , ! , / •/ ACROSS SOUTHERN PROPERTY LINE
of rro.�
166 III; XiSTING DRAINAGE ANNEL' _ S `. 155. ° 15`x' .,,; �°'s 9 II yg• ,,' /,' '' % /
/,% /�. ! ,% �S DATED MAY 28, 1997, BY DAVID PRUITT
- .�� .1sq Fw . , /' / /' ' ;
/ / PAD E hEV.-
EX. GROUND SURFACE 64 �� - - D- CURB,. NG_.. 9.00 l t� 1156 I� m FF ELEV 169a3�� 0 O FL ELEV= 165,83 6
-
V _
,Y
_ I
162 D =4O "0U 07 '9 s �l sal \ a`` ' 24 k%
5
- - R =168.2 ' �` 1 Fr 16 i.9o
y
is0 ;.._.. L= 117.43 +Q • P t6 1py, \4 DD fV ,. .:,•,'' Tc_ ,,,'. 11 x'!69
1
i 1 \ �.. _. 4�`�. .. ' s. • ✓ `r ip ,'',/
- -- . ` �,.• -- ,. ' e
158 \ "T� r....0 >2 y 66.0. G -2 MOD. s ', _ " , ,
� F 147. c FL= 54.2 � -" ,'
,
g _
- 156. -. - TALL BRUSH MUST BE CLEARED IN T IS AREA
FOR ADEQUATE TRAFFIC LINE- F -SIGHT P. E -TO- CHANNEL 2 ,wqD yg8 > 6T - 25'; ® /.� % -' - / 16 /y �--
g I� 6
C NEC ON PER D -73 6.
, .- • i� - ' / FL= ,
STr7P SI PER TC 98 't 16 N ~ ' _ ✓ ✓ 168 �• / / /, - 1
im s i ra6 Box uwE T •--✓� r �R�. ' W G �ys' 6 6, -0 - G' WIDE TYPL
SECTION A - RETAINING WALL fu rotE G RD L N 1G 1 ' /
SCALE: 1 " = 5' ro / - -
S WCUT S TIN PAVEMENT BUILDING SETBACK 90 , ® 8" G CMU
PLACE SP ALT BEYOND 14' T �__
T TRW 159.0 TRW 162.7 1
1 a �
\ FH S &E EASEMENT g6• - t
BRW 158.1 BRW 160.0 -..
EXISTIN PAVEMENT AD CENT TO PL TF 157. TF 158
N 67 54 00 az E 31.34 , .0 F TRW 166,0 -SOUND WALL
EDGE PA OR) (TYPE C -4g (TYPE C -4) TRW 164,1 BRW 163.2 TRW 168.3 TRW 168.0
v�mES �' 1P \ 1 Jf 8RW 162.0 TF 162.7 BRW 166.5 BRW 167.5
,JJ;� EXISTING 6' RETAINING WALL _ rRw 164.0 TF B. (TYPE C -4) TF 165.6 TF 166.7
s rs BRW 161.2 (TYPE C -4) (rYPf C -4) I J'! J (TYPE C -4
I ) y/sl;' lyJJ
it m , - TO REMAIN - I
Tr�TI Q r t� TF 158.7
(TYPE C -4) -_..
2 _L o 'I
6.0'
�„»•.,,, E..... 170
6' MASONRY FENC
(SOUND WALL 18 168 -
_ -o. PER S.D. CITY BUL. 223
SECTION B CONCRETE CHANNEL 166 I
SCALE: 1" - 4' 0-70 6' M SONRY FENC � = 4.0' -- 164
SOUND WALL � 2„ 2 "T'I - EXISTING
PER S.D. CITY BUL 223 162 GROUND
170 4 -i- SURFACE
EXISTING GROUND ' �\� 12 - I
MATCH CHANNEL WALL SURFACE 168 MASONRY RETAINING WAL LIr s\ � -\ � ` ���eee O
WITH EXISTING BLOCK WALL € (PER S.D.R.S.D. C L5 RETAINING
160
�" �+.
r EXISTING SCALE: 1 = 20
s ' h `'e
1.5 1.5 1 2.g w MASO�V 166 158 WALL
RETAINING RY WAL
Q, ,� >• (PER S. D. R.S. D. C -4 EX. GROUND SURFACE 45• SURFACE
4x s 156
20 0 20 40 60
MATCH CHANNEL BOTTOM -- --4.0' ' LINE OF PRESSURE INFLUENCE
WITH EXISTING EARTH CHANNEL* BY ABOVE RETAINING WALL
Scale 7 " = 2�'
SECTION C - CONC. CHANNEL CONNECTION SECTION D - CONCRETE CHANNEL SECTION E - RETAINING AND SOUND WALLS SECTION
F - RETAINING AND SOUND WALLS TRIDIMENSIONAL ENGINEERING, INC.
SCALE: 1 " = 4' SCALE: 1 " = 4' D -70 SCALE: 1 " = 5' SCALE: 1" = 5'
P. 0. BOX 791
Q y POWAY, CA 92074 -0791
(619) 748 -6333 FAX (619) 748 -6412
ENGINEERING
e
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE HES1 BY DRAWN BY CHECKED BY APPROVALS CITY [IF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N1
EHG
mss®
C8;1,, TOP OF HEADWALL ON EAST SIDE OF URANIA PLANS PREPARED UNDER THE SUPERVISI ❑N OF REC❑ ENDE APFRQVEDG =
GRADING PLAN FOR
H s '`� �/ l ' " ff G ! 4 r
THE IMPROVEMENT PLANS FOR T. M.1892, 178.80 ! ' ,/` ( / �` DATE �' "� • BYE !.Gf BY
VERTICAL NIA R.C.E. NO f `iJ*J .' -" ,t `y+. {1?�•"� wag y GROUP �n ®�f'" CARE HOME /� 49
100' t SOUTH OF SPARTA DRIVE AS SHOWN ON 1 "=20' }f ..g�C s . C047327 . . 7 r SUNLAND
HOME FOUNDATION
H GRABBE,
""�RNEST JR ` DATES ��, �.', DATES �"' F..'C ^ -`�
EXP, 12 -31 -99 WORK PROJECT N❑. 9G 10A mu r .�
- SHEET 2 OF
i
I
F
G
F .. ➢°'�'. x...6@+1 �,.. 9Y$F.
TRW 167.0 ➢°,
BRW 166.0 T Jl :� I I r s c,s F°:' . i Y: a,.r 'A.ICK
T .7
T )
(YP C i $•`••
6' HIGH CHAIN LINK
rSEE LANDSCAPE E PLANS FOR FULL DETAIL) ' pGgE rRAN�FQ�MER P
EXISTING 18" PVC SEE SITE UTILITIES PLA mp -
ROOF DRAIN OUTFALL "- a P ROPOSED GAS METER Tom d
• _ - �,m• *w..... m_ �,,... _...� .•„ +..,a.. n, .,.... FL 8
TRW 167.0 �...�0,,,r -. -�\ "`^.• -,.� '*.. ^^�.- .- _- '°�..�_.'^,,,.._- ":.._.� -,�,�
BRW 165.3 - �I
REMOVE 40 S.F. OF TF igL G ASE IN ERCEPTOR
EXISTING CONCRETE (TYPE SI ! G -2 I
11
SIDEWALK /DRAINAGE CHANNEL _ (/ �2 MOD Z ��® FL- 165.5
TO MATCH PROPOSED I L�.1
I DRAINAGE CHANNEL w 7` € � In
TRW 167.0 WFDE TYP.
BRW F 161.7 O \ FL =163.0
I J7 J /� i (TYPE C -4) I \ I - 129' ® 2%
Lm. P 1"1:1:3 BRW 54. / ,t G - Y - _e TF 153. ",IRW4 TRANSITION FROM CONCRETE PATH R55.00'
\ ~
(TYPE C -4g 0 �' TRAPEZO /DALANNEL G -2 \
(1 D TRANS. LENGTH
$ 62 °06'00" E - 24.29 �) PROPOSED 6' WIDE D -70- CONCRET€ TRAP�7p/DgL C{{N REMOVE EXI TING , REPLACE RETAINING 162 14.D (SLE SECT
/ON AN B � WALL SECTIO FL ELEV =165.
W/ NEW -,•= 169w R36.00'
20' -4' �_ FL -152.2 ``1'•° C -4� RE OVE 7.0 LF WALCEC
FL ELEV =165.8
FOR CONCRETE CHAN NEL S 00 ° 04 ' 50 " W - 2 1.35'
PAD ELEV 168.5
1- 24.0'-1 - FL= 153.2 FF ELEV - 169.0
E rSTING WALL
\ 4.0' TO REMAIN =.:.,.., Iry
SDG &E EASEMENT G -2 MOD. 4" FIRE SERVICE
G \ WATERLINE PIPE C900
I' SIDEWALK CLASS CL200
/ ' WIDE TYP. ® �
CONCRETE 7' -4" e 1 0
DRIVEWAY G - �I 16 69
s, 1�
\ 1 69 5 TR 972.0
/�"� �`. �� BRIV 169.0
TYPE G -12
S 27 ° 54 ' 00 " 45.56' \ C \ TO EEX STTI�NG CROSS GUTTER �P� r - - �/ 1
gXISTING RAWAG£ CHANNEL D. CHA�NELII(FL= 149.0) / `JR FL =158. 'PL= 160.66 - - ! B 169.0
8 1
/ 8.0' �, a 2 1 ®3. ..
1 C I G MOD. / ///"" B „ - 37' @ 8' ` - c� 3% -®
- O �p( 2 qqI AGE FHANNE / �/ G -2 D. 165.3
D �� 31f1`l
'FSE SECTION D D FL= 15 �I ® 68 9
SPARTA DRIVE / 1
RIGHT -OF -WAY 6' SDG &E 3314 HH a?
1STIN PAVEMENT
\ E SPARTA DR) 50.. I ` // y�tP"� /�� ti PROPOSED CARE CENTER o 0
/ P J6 - ��s FL= 153.32 I��
17.1 0.'S. SIv.+ER 4. eNL •_
\ BY SEPARATE I TRUMENT11 - _2 8 0 • °,, v )
TING DRAINAGE ANNEL 8.0' .> �a, 'n ys
PAD ELEV
9.00 2400' TYPE G -12 ' �� If io FF ELEV - 169.0 FL ELEV = 165.83 6$
D- CURB/ TE LET rc X 56.4 CROSS GUTTER
p W 0 NG 55.9 .-.
I
D =40 °00 '07 " '9 \ =1 8.67 > 6 0 1",
„�'` ` �\
FL= 161.90 d
R_ 168.20' \ OV UTILITY POL 9 c h 9
L =117.43 \ 1 � � \\ / FL = 165.80 n I
\ FL- 47.0 FL= 165.67 Z F G -2 MOD.
n d
t 12 S FL -147. y FL= 154.26
'G`=�2 MOD.
°,,• �' 'i 8 6" 25' ® 2.3% 6S 5 6
P �TO- CHANNEL y u 1 8 J
C NEC ON PER D -73 � G- ,.�� � FL= 163.28
\ EXISTING 1 2_i(TfR METER _
ST<JP SI PER S8 TO BE USED R IRRIGATION SYSTEM �?o' /� FL -162.7 \ \_ , 1 6� 8
4" DOUBLE ECTOR ALVE G -7 SIDEWALK p ®
l
PER S.D.W. D. i' WIDE TYP. 5 6
RE RFAC- THE C W 13
PER -2a P �Al REDUCED PRE ACKFLO REVENTER \ 6 (�
PER S.D.D. D P -5A I
FL--165..26 ISTING VE I REMOVE EXISTING HYDRANT E - 90 , ®
N 67 °54'00 "E - 31.34 EPUCE PHALT E D REPLACE WITH S.D.W.D. P -1 COMMERCIAL
FIRE -
HYDRANT W/2 - 4" OUTLETS AND
1 25 OUTLET -
,,,,,.. ADJACENT TO PC..,..,, TR 15 _.- TR
158. I TRW 166.0 ,.... `�'� ,.. �
\ 2" ATER METER SDG &E EASEMENT BRW 1588.1 1 BRW W 160.0 :OU DRSD W -2 F D
EX/STI PAVEM T - (TY E C -45 (TYPE C -4g TRW 164.1 BRW 163.2 TRW 168.3 TRW 168.0
\ EDGE ARTA D) BRW 162.0 TF 162.7 BRW 166.5 BRW 167.5
Loy 2 Lup J J � T0 qT ING R E MA IN ' RETAINING WALL _� TRW 164.0 TF C? (TYPE C -a) 4) (T PE C6 4) J
) T tss.7 1 'J
BRW 161.2 ( Jl (TYPE F c -4) ;.I J,� dl '11JJ
TF 158.7
SE ER MH
- (TYPE C -4) I
mm
n
Q ROFESS /.
'N6. /C041 ; � 2
7� EXp ,z,3,
SCALE: 1 = 20
F.OF CALAFO
20 0 20 40 60
Scale 1 99 - 20' A TRI- DIMENSIONAL ENGINEERING 'INC.
P. 0. BOX 791
POWAY, CA 92074 -0791
(619) 743 -9333 FAX (619) 748 -8412
ENGINEERING
DESIGNER BY DRAWN BY CHECKED HV APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO,
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE EN6 .isc ENO
9,x¢4 -'I' ICJ TOP OF HEADWALL ON EAST SIDE OF URANIA PLANS ; DER .,� � 3 J � l ,i GRADING PLAN
F❑R�
100' t SOUTH OF SPARTA DRIVE AS SHOWN ON HORIZONTAL i " =20' REPA. ED fi u , J S U PERVIS ION o � BY c ❑M DE �� B P
❑ �� , �. _ , GROUP CARE HOME 4
THE IMPROVEMENT PLANS FOR T.M.1892, 178.80 � DATE �t,• jj
VERTICAL
R.C.E. N0. C047327 SUNLAND HOME FOUNDATION
N/A ERNEST H. GRABBE, JR. DATE �'/ DATE °�✓y ^ ®.
EXR 12 -31 -99 WORK PROJECT N❑. I V 4 NAV
SHEET 3 � OF 4
i
I
i
I I
I Ii
176_... _
s ✓� 1% i�
I 17 4
172
m .. 170 HYDROSEED SLOPE
I
1
o /
S L
� � O
HYDROSEED SLOPE
CHYDROSEED SLOPE PROPOSED CARE CENTER I
a
I
—®
FL= 163.28
FL =162.70
168 �\
\
1 \
ME
-
E
n
�ypFESS/ .
ec 27
r � f \lj 1 1
SCALE: 77 20
20 0 20 40 60
Scale 9 " = 20' TRI- DIMENSIONAL ENGINEERING, INC.
P. 0. BOX 791
J� y POWAY, CA 92074 -0791
(619) 748-8333 FAX (619) 748 -9412
ENGINEERING
DESIGNED BY DRAWN BY CHECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE EHG .uc EHG APPROVALS CITY [IF ENCINITAS ENGINEERING
DEPARTMENT DRAWING ND.
A, TOP OF HEADWALL ON EAST SIDE OF URANIA PLANS, P REPARED U ER THE SUPERVISION OF RECD ND APP ED � �
� GRADING PLAN FOR:
100' t SOUTH OF SPARTA DRIVE AS SHOWN ON HORIZONTAL i " =20' g ! // y �' }! R ('� C
THE IMPROVEMENT PLANS FOR T.M.1892, 178.80 p , A DATE: �` l ' < ' � BYE j p BY . "' - / f
GROUP CARE HOME 4978
VERTICAL N/A " "' + -�_ °�. RC,E. NO. C047327 DATE: DATE: '? r � l $UNLAND H OME FOUNDATI
ERNEST H. GRABBE, JR, EXP. 12 -31 -99
WORK PROJECT NO, 9 1! Ln t SHEET 4 OF 4