HomeMy WebLinkAboutTract Map 22715-2 Lot 23, 28-56 Precise Grading LEGEN,D
PROJg, �CT ITS. .
NIGH POINT
TOP OF CURB
0000000 - B PAD ELEV. -0.3' �N.
Cq� NONNI
V A t 1:
T.C.
FLOW LINE F. L. \� B �I A ROAD
o,
HIGH POINT H.P. + � �
c^`� RA,yCyo 15%
N
v\�,�P
r I15' 7YP. 1 � IS' TYP. 1
FINISHED FLOOR FF 0000.0A A (EXCEPT C � , g, C (EXCEPT D , D
WHERE WHERE
FINISHED SURFACE F.S. A A
NOTED) A M I M iA NOTED) � �� �n PAUB VIA RAMI ROP S
T_ T mr1 4 in � A � w
LINEAR FEET L.F.
-C
• z 2 07 � '� � �1 P�� P �6 McCABE p9
TOP OF GRATE T.G. Vii? i_ wiz '1 ■ ,,, SPN � � ca� a ROAD 510DGARAGE FLOOR GF 0000. 0 o
w
C3PAD ELEVATION PE 0000.0 �
o MO
0 - � N � � gyp• `FF�'q
INVERT INV. 0000.0 MAX, o �.�..MAX. a
10 P ICO
AIR RELEASE VALVE �9y
WATER METER ❑ ROPp
MAIL Box � TYPICAL SIDE YARD DRAINA13E �. 79
FIRE HYDRANT `Oy TO SAN DIEGO
RANCHO . � CAL IFORNIA ROAD
ELECTRIC POWER P 12" MIN. P/L 8' MIN. BLDG, PAD PROJECTED TOWNSHIP 8S. RANGE 2W, SECTION 4.
TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. p SAN BERNARDINO BASELINE AND MERIDIAN
GAS G COMPACTED TR, 227/ 5 - 1 V'�/'N'TY MAP
BERM6nMIN. �
SEWER S
6; NOT TO SCALE
WATER W !•:' 20 2% •� .j •�/i � 7
� 2" MIN. p 4 25 26 2 2� R9130 .9"`/� ,32 33 39 35 3 6
DRIVEWAY � 2; 1 MAX. 2% MIN.
STREET LIGHT 2I MIN. � 2 I X MAX. �,� 0�1Ngpp ,�?o--� SBCTWN A w < � RADING ES
ELECTRIC TRANSFORMER PAD FOR SIDE YARD SLOPES GREATER 36t
THAN 5 ' IN VERTICAL HEIGHT TR. 2? 715vw2 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70.
ELECTRIC HAND HOLE H.H.
/ 17 1,68
� AS AMENDED BY ORDINANCE 457.
ELECTRIC PULL BOX P. B. �
�6 �9 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
12" MIN. ABOVE PAD ELEV.
Tel?. 22716 - 4
ELECTRIC SERVICE TO BUILDING � �5 c��TF CHATADA 4� 4,? �,� 44 q� 46 3. MAXIMUM CUT OR FILL SLOPES = 2: I .
/ ,3,9 4O 4., PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
ELECTRIC SUBSURFACE STRUCTURE ETEI ROUND OFF TOP — 14P/L
/� SAN !i/��� 4T FILL SLOPES OVER 5 ' HIGH.
WATER SERVICE W 5 � �' / ATF � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
cot? 5JRSOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILA. HAS BEEN PROPERLY
SEWER SERVICE ��QS 9 � �'4 5148 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
( ( y �6 56 �Q �� � OVER I ' DEEP.
SLOPE � 8 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
EXTRA DEPTH FOOTING ISECTION B � � 7 � PUBLIC WORKS DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE.
WHEEL CHAIR RAMP � FOR REAR YARD SLOPES GREATERTR. 2 2 716— s GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES.
THAN 5 ' IN VERTICAL HEIGHT
7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. Q STORM FLOWS. ALONG
TOP OF CUT SLOPES,
RETAINING WALL � 4'�'/ Be FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
5 ' MIN. P/L 5 ' MIN. 6" MIN. � 3 ONE FOOT.
CONSTRUCTION NOTE O 6" MIN. 3 ' MIN. I ' I ' 3 ' MIN.
2 TRIPALL� GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA71ONS OF
AREA DRAIN SYSTEM CATCH BASIN MUDSILL MIN. MUDSILL THE PRELIMINARY SOILS INVESTIGATION BY:
TYP.
v /?qN�, PACIFIC SOILS. (W,O, #40015) DATED:
APRIL 1988
FENCE • .°. b: ,•..• y0 � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO TH
••: ;:. �l PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
''' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
INDICATES COLOR O 12" MIN. 12 ' MIN. h ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
LOT NUMBER � 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. h 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA PUBLIC WORKS
DEPARTMENT. TELEPHONE (714) 694-6411 AT LEAST 24 HOURS IN ADVANCE
21% MAX. 21% MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
INDICATES MODEL $ECTION C 0 � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
UNIT TYPE 4 00 EACH LOT.
ti
B '' II . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
�
ROA,0 SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
INDICATES ELEVATION 5MIN. P/L � PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 ' MIN. I ' y� EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
INDICATES AMOUNT OF Q MUDSILL TYP. � THE APPROVAL OF FINAL INSPECTION,
EXTRA DEPTH FOOTING 6" MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
THIS LOT REQUIRES A BACKWATER VALVE .o;d 13. FINISH GRADE `SHALL BE SLOPED AWAY FROM ALL EXTERIOR WAILS AT NOT
PER SECT. 409 OF U.P.C. PER APPROVED — �- .�•; LESS THAN I/4" PER F'O4T FOR A MINIMUM OF 3 FEET.
WATER AND SEWER PLANS.
12" MIN. 14. A REGISTERED C11�(L E�GINEER SHALL SUBMIT CERTIFICATION OF BUILDING
2: 1 MAX. PAD ELEVATIONS. WHERE`'�,SPEC IFIC ELEVATIONS ARE REQUIRED. THE ELEVA-
2% MIN. TION (WITH RESPECT TO MEAN SEA LEVEL( SHALL BE GIVEN. IF AN ELEVA-
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED.THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND .SHALL BE GIVEN.
D 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN-
TED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. SHRUBS Z
SHALL BE PLANED AT 10 ' ON CENTERS. TREES. 20 ' ON CENTER. COMBINA- Q
BENCH MARK
IN EX MAP TIONSf
15 ' ON CENTERS, SLOPES OVER Q ' IN VERTICAL HEIGHT SHALL HAVE �
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P. C. CHAPTER IO.R. c�
COUNTY OF RIVERSIDE B.M. N0. T-29-81 SCALE : I " = 2170 Z
I I/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. GRADING QUANTITY, 16o ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR �
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. Q
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.I N THE N.W. 30 LOTS x 16 C,Y,/LOT will 450 CoI or.
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE �
CORNER OF THE INTERSECTION I ' E. OF A 7' CHAINLINK FENCE. 21 ' x 16' THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- w
AROUND S0, CALIF. GAS VALVES, 40' N. OF P.P. 1N0.#1 94' N. OF THE CENTERLINE , . RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON v�
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT, REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED V
ADJ. DATE: 9-13-82 ELEV. 1128.410 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. w
E2Evr5Ed REvEtZSE tNh��A'rioN- APPROVED BY: a'
Ems, 6-15-9z R5F
FOR PRoJ6GT TYPE �. � 2 IY F TEMECULSHEETBAS1S OF BEARINGS OWNER/DEVELOPER Robert Rein, Wti t tea m Frost �c Assoctia res P� � �_,..� Rg� � Ib +rouse PLaT gots 3z 37Z �
REV 15E D EI.EV• (.OTS 3�,33,3Q� 38 7
COSTA HOMES �i, �'
1lq
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS �~ � A• T�� "� 10192 t2r?SF REVISED Hau�E Pl.ori' l.dTs 23 3� pull.,
CENTERLINE OF RANCHO VISTA ROAD AS SHOWN ON PARCEL 620 NEWPORT CTR. DR. SUITE 400 c� � � � � �d�`�� TRACT NO . 22715-2
cv
NEWPORT BEACH. CALIFORNIA 92660 sa�ea siNc�e o�uc oRivc. suiTe zao. Te�+�cu�n. CALIFORNIA 92390 t� v Z � REVISED HOUSE PLOT' LOTS 23 � 32 ��/�,/ DOUGLAS M. STEWART R.C.E. 37254
MAP N0. 22514 FILED IN BOOK 145. PAGES 80 THROUGH 85 OF a�4, 878-8042 FAX ���4� era-�xao � No. �I/92 RBF REVISED EI.HV. �oTS 31 33 3431 3$ � ( / DEPUTY CITY ENGINEER EXP. 6/30/92
PARCELPH� OFFICE PREC3 0
RIVERSIDECOUNTYCALIFORN� ECOUNTY
TRECORDER
A BENG N8535 00 EOF 43oso � I GRAD I OF Z
REVIEWED BY: PREPARE UND T
�� CIVIL � � t-
` DATE= !:�/7F O DATE BY DESCRIPTION APP D DATE
M I CHAE A. MAN R.c.E. 43 90 or CA\"`� R E V I S I 0 N S DATE:
%OF
2- �` �
- JeNo 400.387
I
� I
� I
� � I
I
� �� � , .62 , ��4• oo. I I
� *4�, 86. 16'_ _ - •� (0h� �p I I
\ 75. 42 ' ���� n,ry
.� u► U' // �" .P opo � \�'�p SCALE I " = 30 ' I I
0 0
--
' �°° 22•x, 0
0000�
ap
o
2
PE 1322. 9 !�? '� �� r�
cn E �318•a � 2 Ufa• \ h � I I
FF 1323.6 PE �3 /9'� � �.GA.
,\� \�•
/3.9 � 0 ; �q� F �326' 2 6; /7T\AN � 6. 9
I o ,��3 �i G• � p` � I � GF 1323. I p,� � A
q'2 cs� • * n') �
3`q,9 .o\�"�+ .�� GF � \ �� 4 2 � cF 1.3 26 vo n;
04 1 I
46'# 0 4' � `30$•. ` 1 3 � � � 4 � �q 22' 14 43
low" 0-10II P 09 '� 0 a l� �v �
3 , ,v
0 `�v .�V'4 �`� v � �
� . a ��• � � N 68. 16 � 63. � ��� N �O :
A0
4
6 o ,26. /N. � N�./F� `�� ^tio ` 9 ,
o ' oeQ 39 \\�4 \cA � w Qs 2.�� + 2
� . o o g w ti o ��
GL �
.� �, /25 � �► �' .� ti � A2 63,8 � •3 p�� �y /329 •6 \ u'6,
Q � \,,. N \u o�� � 5g � a a �PN �C• S 4 4 S 2^ 0.,�. i 2 •3 ��/a \• � � I
32• �. G• 113 0� l�� i, � � o � �F ��-
• ��` �
� �9 � ���w hti �` 2;��� �N� 8 q�
02 AyT y,�3
4 I .o0 4.82 p!�G. N- 7 �y � • q I
$ 1 ,(. t� S w � 2 � �y . � �8 .8o n,� ;� �� °t' 6 a�.� �--• q � 28 q
0 19 G �o 1L h � c3P1 C�•
�g,96 � N N 9�. 29 2yG
h� -o 6 4� � � � i ��`' � S Z�c•' �8 Zlo'� G 4S•,20 �l9•�t�' �
°° �� �� CARTE ^' G� A`''� , � �� � o N r � 25�. � 3p ti-
Op � 3wow
4 20, til? 2 �' Aq� yh � Z'C' l9 l? W 3 9 � U, � aD
low
co CJq � I N I
I � � � �' oyg�'� 53 d, 21•h ;��� `�9 1\�2 �J• � � e� � 28A 1 51'±
con)
GF 1323.s �'� � v^ F3�,`��. • Z�.2Z Z C..G• �g �' �
I
s w 72.95 �Q '� � � tea, F �3 � , � n� TC• T �. •o �\,o
�g
41 .00/ � �0 �9�7N N cr�� �9�� .ti,r I:R rn
Q7 Q cr � � � FF q ��� �8' x,47�• �.I
� 5 � ��� o� -+ - � � - .o� 1 i 22.07
rte; ul �j � 9- A / � �' 2 /� s �6.9s 23.57 �R/�,.�, .85
�F �5 0 �� FF 1324. 4 3 • o � • , 2 FG �o Z � 22:9 I�- � 2�6�9 I
PE 1323. 7 �?�s 'S • o �1i s 2�.,la'� � .�, a o .�-
�' �,s ;R d ti � S p 1 1 0 1 �� �, I I
5 6 m I �� �� �3oa 0�: �, , 2 � � �g •� h � c�. � 2 � o �Q 01 � �; � 23
h � r � �' e cr' B 23� ,��s ',� N �h o
OSS 12' 3�5 29 \ � F I \.. .@ r� N o �z 45
22 f SSI �R f � a ��.. // •o ti � �v .� 00 (Al
�4� F l� •00
��
N + A ^ 2 �F q � °° Z3� � 2 h �O '` � B 2 k • � s 5 Z>2 � 'N G, - o I I
r
ti� o� E �Boa• All �'�� ,¢e � o 2 F , 3� , . 42 9 � ',
W o � FF 1304.2 � P 084 � F�• l% o o t� ap•• � FG. v'��, • / 7�. � 010 98" �O �0
J o PE 1303.5 08� �� ..✓�� �,► o � •� , N �� w N'�
F�. I r '. � � w .p• v 1.0, I �
Q o . ,� o F, z 2
Y.
.95 #* .4 V r.(
0x ' -. � .089, ej� 19- I 0
do FD � �
03? 6Q, !�A' v 3�R 900 �,� � 6� Gf 1329.2 � t I I O
I
I4w we ap-0 � 62 �� FF ��
O
co
- r°o 30, ;32g.p Zq.O
� 52. 43 21�
cr 2� " ' Q
FORTE \ '°�, _ u'C9
�-
QI
o 'S'j N \ � 127 .60
Tq as. 14 ,'
40.78 28.91 \
I
Lli
c �
TRACT 227 5Z)
On
�
I � �
Ems/ lrly-92RgF �as�oeGTE�E�mINlIGATIaN APPROVED BY: C C ITY OF TEMECULA SHEET
Robert Bein, William Frost �c Associates �
PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS � � r TRACT NO * 2 � 2
28783 91NGLC OAK ORIVC. SUITL 250. 7[MECULA. CALIFORNIA 92390 � V � � DOUGLAS M. STEWART R.C.E. 37254
17141 876-8042 AX (714) 078-7240 � N0. 70
43090 DEPUTY CITY ENGINEER EXP. 6/30/92 OF 3
PREPARED UNO THE P VISI OF: '� EXP.3-31-96 * CITY OF T EM ECU LA PRECISE GRADING PLANS
REVIEWED BY: % ��` Cl V IL ��
DATE: 7, j, 9TE` OF CA�\FOQ� DATE BY DESCRIPTION APP 'D DATE
� MICHAEL A. LMAN R.C.E. 143690 R E V I S I 0 N 5 DATE: G` 5� � �� T S 3 , '"� 56
l
4003$7
. ...Y �
u.
8 , 69
6 1 ej 1,1
61 zj el
60
�' ��•-- •! ~ - Ire) (\J -v-- _ -- �- 6 68
142 09
� q
L...0_r (\J
00o-r Fp 1E- \9o
00 7
26 a 5
11100, L 0 2
2
r_
25
15 It
A.
Lo-r GF
_J3
24
•ow--µ. �""'` -� -w... ._ww �F "oo�.. "
• v
i
I PE
0 9A
-- �w may,
1 -.
_ _
�. 1
o - - _
�°► wFF
coela-1 39
.w FF
w
'•.+.w �'-.•� 'M-..,,,,,,.,�� ''y°'r...w �
It 2
CID
0 A Z
''� +w. ^�•�y�',�`�w..y.�wwy M
u �•".`_^'•r �.,..'4,j 32
n•�.�w �\ � -„ �ry'""'�•4"`�-"y.".�-"ti..`"„,rn.,,,._'�w � � ��µ •
� .,_,.. C)
10.
COVj
/ 40.
♦- /"� "'•^^.,...�.., r0 + ,t�. K"y�.W".y„w*�. .w �� � '�1'yr•�•V - " .�...;,,,,.� .•.•"'^,•... ��1 / O 4'�• w J L� (/1• •J/ 1 ,�,�..�w ^-+.:.:.. ....,„.„,�,- ""v,.t, 'am..,y��• '1~ Y
Ir
Llpo
GF
lue
Lo—r
01 a
23
J/
L J'ej
r mob,,_ 2 ..„
I'loo
SOO 15
I 2e,
-"-
T 1
SEE THIS SHEET, B ._ _ i _� -_. 00 p
o�"� I _
l -.
oo
O�/A, 0 IS x
z
q6
' 00 (\J��� �!� 0�� �3• 1
I -� s
00
....•,..,..,..,•....,�'.,^..,._•,,,.�ti...M -.. _ ^'�.,.�.�.,,,,.„, '�.'�^w.,,„_ ,,,�.,,,��w.,,,-,•,,,..,... 6 w ...`�,,,,--«... ...,.. 1 � {A / _ .�'�'^.. «... � / /j�• • •
..,.,,,,,,,,,,...�`�,,,»�.,,-..,�-...•`�"'."-".^.._, � I -wM.. .""-"""�...• n^0.",.
74
dr
00
10 V
re
7.
It�' �. 1 yr
54
01
} 2.
40
..,,'�, "'"^^..,,ter '"'w`h,..�"'4"",� • «'"�^-..,�,,,,•w...
V• s
Gj
�� .._ f N«
62
01
rl
rrj
- w__
t3� _ ,
N)
NJ
c �5/ - cam
2
.70.7 .............
.`• � r 10 C,
-
o �• N -
Ir I
.� 1• �,• �,c ),
•q �Q
01
�2
REMOVE EX. DRIVEWAY
C� v�
�A A.
(51
6. 91
4
T
PROJECT r TYPE 1rzEVr�p REvE�SE INDt�►�TIQN �o� � EC
SHE E r
ci y OF TE
SS/c
REVISED HOUSE PLOT LOTS d*
wl
-j P,0 b vy I B e,,t
' -t c c t :. � � FZ15y15eD E5l.ei/. LOIS SSI -b3 34
�- r--� � �� .� oACT NO*
22715 - 2
PROFESS I rJ i�J��L �.I`J� I NEER�r�.�� PLA,- i�i�
3
1
r T _ -
DOUGLA3 M's
.�•�' :x3165 S I NCLE OAK OR I VE. SU I f 25C, rViTCULA, CAL I F�Jit1`i I,A "lt.�i��C (� � � s V IS�p �OuS►� pL(7T LOWS Z 3 � �2
:.. - . � �a I�/9 Z p�� � � 1 � � � EXP.
�,
- ,
II/
i� V I S� �t•..��1. LOTS 31 3� 3 3 / 1 C >��1/
616-aO.1? FAX (r 14) 616-12 t.] � � F ._ --W_..._wr__.-_��- _�__..__�!_ _�__ `� � �_55 ��_. __._- _.-� DEpu r f c I r( �I`1C�I I ur E,P. 6/
VISION OF:
�r 3
OF
EXP• :3--^3 I-96 s"r I I r'f OF fRIEC ULAGRADING
T S RPREPAREDNDE
DA'FE B ( DE5C�R I P F 10I`1 REVIEWED BY: C/v
APP 'D r�,�1 rE
��r�.
OF, �
___ _-_._. _ __.__ ---------
R.
� �f_ �. � _____���-_.___.._____._.� _. 28 38
M I C�rl .L. A• f`(I I`�!�I`I G.E. -4. 0�0 �.. 4, �� �w_ - V i � � � �1 ,� D A'f E � � _ �_. L0S 23 �
���� R E r
J . N . 400387