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FLOW' L INF F . L . "V, i '
HIGH POINT H. P . ...� �...
15' TYE'. 5' I fF. PRECISE . ' I A RAl I
F I N I SHED FLOOR - - - - F F OOOU. O / ((`�
A f'. Ez EF ( EK 1` ` � V g C.
wFTE kE wnE kE L
F IN I SHED SURFACE -- - - - F . S. _ N01ED1 _ NOTESGRADE BREAK G. B.
; M G PLAN
t.i �! Q
�i
CATCH BASIN C, B z z z
PAD E.L EVAT 1 ON - PE U00
. - U 0 � ,�,
i 10� ►!AX i ��Oi
R4 Ir ,\ ` - D�,4 PrV
INDICATES MODEL
UNIT TYPE ,
B
TO SAN D E;�U
INDICATES ELEVATION TYPICAL IDE YARD DRAINAGE (��
PROJECT SITE
NYIsF<Aly i 4_r
LOT NUMBER X 12 " MIN M1I` -BLDG. PAD VICINITY MAP
ABOVE FAD M N. 3 ' MIN. EL V .
INDICATES AMOUNT OF OX COMPACTED / 6" IN. R U J E C 1
EXTRA DEPTH FOOTING BERM
E _ GRADING NOTES
�': MAX. 2% MIN.
DRIVEWAY - - - '- - ) -
6L �• 62 `=
-- 2% MIN. ( N. T . S. ) 21 ' MAX _ = v _ . _ A.__ -v'v L .N' t LN �R� t - SDE HAF TEk '0,
r J.; r, F - Ir. E I
SECTION A - A �A''gA _ _ _ " =
TFiA T NO 24- 134 1
STREET LIGHT -_-- _. - 63 � "
_ _ --_--__- .-�- 47 � _`�9 � A_l AME NEJE .' BY ORDINANi=;E 45,7 .
_ 46 S8 �'p 64 2 . M N I ML'M Epi_' LE% NG PAD SNL` DRA ' NAGE `,WALE Sl_UF E SHAD L BE = I %.
FOR S i ul YARD SL.,OPE S GRE AILR -_ 48
1 HAN 5 ' I N VE R1 I CAL. HE I GH1 _" - 29 30 _ f �57 p 65
R _ --- 3 I 45 4y SC; 66 3. MAXIMUM C;I T OR F ILL SLOPES - 2: 1 .
s
28 44 C,, 50 55 67 4. P R 0 V I DE WIDE BY I ' HIGH BERM OR E CU I VAL E NT AL UNG THE IOP OF ALL
` X27 32 43 �p FILL 5L OPE S OVER 5 ' HIGH.
1 2" MIN. ABOVE PAD ELEV. {:Q 33 q2 �, 52 54 �� 5. AL L_ GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
---- - - 26 y� 03 68 SOILS E NG I NL ER WHO SHALL CERT IFY ?HAT AL L F I L L HAS BE E N PROPE RL Y
25 34 41
t<< 53 QP�A� 70 69 PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR ALL FILLS
ROUND OFF TOP 24 cp 35 40 O GPS 71
OVER DEEP.
WATER SERVICE ---- W — p t: .Q2, 36 39 72 -( 6. A REGISTERED CIVIL ENGINEER SHAL L SUBMIT 10 CITY OF TEME'CULA
_{ 23 �` 37 73 Fe *r ENGINEERING DEPARTMENT WR 1 T1EN CERT ! F I CA1 1 ON OF COMPLETION OF ROUGH
SEWER SERVICE --- S ---� 22 '9e GRADING IN ACCORDANCE WITH THE AP'P'ROVED GRADING FLAN PRIOR TO
- - T 15 2 I 9��� 38 \P 74 ISSUANCE OF THE BUILDING PERMIT . CERT I F I CAT I ON SHALL- BE TO LINE ,
SLOPE — I -- _ �,9 J 75 , P GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES.
16 �
EXTRA DEPTH FOOTING - -- -- �l I7 18 I9 20 76 ' P�P� 7. PROVIDE BROW DITCH, DESIGNED 10 HANDLE 100 YR. 0 STORM FLOWS, ALONG
B
77 TOP OF CU SLOPE .
SECTION 8 - 8 (N. T. S ) I RAC1 N0 . 24 134_ � ` 78 8. F INAL COMF'ACI ION REPORI WILL BE REQUIRED FOR ALL F ILLS GREATER THAN
FOR REAR rARD SLOPES GREATER 79 ONE F ;�OTT
THAN 5 ' IN VERTICAL HEIGHT 85 80
84 83 82 81 1 RACT NO . 24133-- 3 9. ALL GRADING SHALL BE DONE IN CONF ORMANCE W I I RE COMMENDAI I ONS OF
THE F'RELIMINARY SOILS INVESTIGATION BY:
CONSULTANTS D A T E D JANUARY 17, 1989
MIN. P/L 5 ' MIN. 6" MIN. CONVERSE CONS Jr,L COh44F AC' I UN RE_FUR 1 �:r �T.l r,1 . i i ? U 1 HE
MIN. - ---- - � ---
- -- 3 ' MIN. I I 3 ' MIN.
rJ'._, _ E -,. 1I ME_NT WH I CH SHA'L INCLUDE F LJr.,CA LiN UES I GN RE_COM-
-MUDS-
OM-
- ---
MUDSIILL MIN. MIN. M DSILL MENDA ON`- AND CERTIFICATION THAT GRADING HAS BEEN DUNE IN CONFORM-
---.-_ --. _- �- - ---_� � - --
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT .
. o -
�- r -
10. THE CCNIRACTOR SHALL NOTIFY THE CITY OF l EME CUL A ENGINEERING
T �.� DEPARTMEN-? , TELEPHONE (9091 694-b411 ATLEAST 24 HOURS IN ADVANCE
L - RE OLE `_,1 I NG F I N I SH LOT GRAIL. AND DRA I NAGE I NSPECI I ON. THIS I NSF'EC-
12" MIN. 2Z M11 11ON MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL- INSPEC11ON FOR
EACH
2% MIN. 2: 1 MAX. 6" TYP . 21 % MA
-- - -- - 402 _ 403 1 1 . C'�" SLOFF ', E DUAL. 10 OR GRE 4.I E 1 HAN IN VE R1 ' CAL HE I GFiI AND F I L L
2 I X MAX. A A SL F'E :_ E DUAL 1 ,-, OR GRE A E �� ?h1AN 3 ' IN VERTICAL HE I GH1 SHALL BE
SECTION C - C l ' INDEX MAP PLAN- EE WIIF1 ,GRASS OR c ROLIND LOVER IO FROIECI THE SLOPE FROM
50 49 4 ERUS I LN AND I NSI AB I L , TY I AC�.ORDANCE W I TF' URD NANC:E 457 PR I OR 10
THE AP'P'ROVAL OF I NAL I N_,FE�. I ON.
12. LU- sAL _ B . JNI RUL L• B 4 ' 1 " R J, R
F/L .� F I L � HE F< �,FF�r'�iVED METHODS.
MIN. 13. F I N I ; r Gh�AUE hiAL L. r3E St uF'E L) AWA F ROM ALL E h; ' OR WAL L 5 Al NOT
3 ' MIN. I ' LESS 'HAN I ,' PER FOOT F ,-'R Q, MINIMUM OF 3 FEEL .
MUDSILL MIN. 6" MIN. 14. A REG S" EKED CIVIL ENGINEER OR LICENSED LANE: SURVEYOR SHALL SUBMIT
- CE RT i F CATION OF BUILDING FAD E LE VAI I ON. WHERE SPEC IF IC ELE VAT IONS
- - ARE REQUIRED , THE ELEVATION (WITH RESPECT 10 MEAN SEA LEVEL ) SHALL
E ° - 401 BE GIVEN. IF AN E L E VAT I ON W' I T H RE 5F IF C1 I O AD.JACE NI GROUND SURF ACE
e I S RE CU I RE_D , T HE ACT UAL D 1 SI ANCE ABOVE THE ADJACE NI GROUND SHAL L BE
A - SHEET INDEX GIVEN.
2% MIN. / 2. 1 MAX.
.,) IX MAX . -- - - ';HAL L FE F'L ANI ED W I T H ROSE A I CE
2. LOTS � - 14 15. E RUS I UN Ci)N1 RUL : AL_L GRADE_D �. UF'E '.
SECTION D - D 4b' 44FLAN' AT 12" ON CENTERS OR OTHER Al"PROVED GROUND COVER. SLOF'ES OVER
I AL HE IGH' 1 N ADE) i I Ord I . GRC UNL' COVE Ft , SHALL BE PLAN-
-.-_._._ _ _
( W H A' OVE J E S , SF-IR,uE,"S OF �JME NA ON I HE RE OF . SHRUBS
SHALL BE PLANTED' Ai 10 ' ON CENTER`, . TRLE _; , 20 ON CErJIER , C:OMBINA-
I I ONS , 15 ON CE NT ERS. SL ODES OVER 4 ' I N VE RI I CAL- HE 1 GH1 SHALL HAVE
NO. T E M QUANT ' I Y tUN T PERMANENT I RR I GAT 1 ON SYSTEMS W I TH BACKF L OW PRE VE NT I ON DE V I CE S PE R
U. P. C. HAP' E I 7
TAF I LOT GRADING (14 L01S x I `: C . ti , /LU1 210 C. Y . .r
16. ALL F'ROPERTY CORNERS SHALi- BE CLEARL Y DEL 1NEAIED tN THE F IELD PRIOR
BENCH MARK 10 COMMFNCEMFNI of ANY CONSIRUCI ION/GRADING. C1
COUNTY OF RIVERSIDE B.M. NO. T-29-81 c1)
1 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRUNI ,,T.
- - - - - - -- - - 1 7 . AP' 'ROV AL OF THESE PLANS BY INE C 1 T Y OR ITS AGENTS DOE S NOT RELIEVE
TYPICAL OVERALL FOOTPRINT DIMENSIONS 1 HE AFF'L I CAN T AND H I S E NG I NE E R F ROM T HE RE 5F'ONS I E3 1 L IIY FOR THE COR- c
AND RANCHO CALIFORNIA ROAD. I ,8 MILES N.E. ON RANCHO CALIFORNIA ROAD - - - - - - - - - - - - �r
10 THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W, ( N.T.S. )
RE C1iON OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON c1'
CORNER OF THE INTERSECTION I ' E. OFA 7 ' CHAINLINK FENCE, 21 ' z 16'
- - - -- -- - - - - - RE QUE ST , THE APPROPR I ATE PL AN RE V I S I ONS SHAL L BE PROMPTLY SUBM 1 111 D cl)
AROUND SO. CAL IF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENIERL INE - _ TO THE C I I 'Y ENGINEER FOR REVIEW' ANC APPROVAL . Lij
V)- - - - - - . - . - - -- - cn
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT.
ADJ. DATE: 9- 13-82 ELEV. 1128,410 L4
a'
n_
- I :;
BASIS OF BEARINGS OWNER / DE VE:LUF'E R �, _ �y ,1lT ' CITY O F T E M E C U L A
--- hr� bc'rl t3� � ��, 11. � tL ��tr,r �ru� � A. � ,'�vc �cr, lE � "� i � ._
i H1 HI Att I N(;�� ,_)HUWN HE RE UN Akl HA-A a UN A FOR I 1 UN OF .HL MESA HOMES
F I ANN[ F,L' �1 Ui� vL 'r�1hV: �
CE Nl E RL I NE OF BUT 1 E RF I EL D S T AGE ROAD AS SHOWN ON PARCEL 27555 YNEZ ROAD, SUITE 200 �� ZP V t{ ',
c ; 28765 SINGIL VA, DkIJE. Su!T1 ISO. ILM(CULA. CA�IFOHNIA y2590 L) + hAYMUN' P,;?t T b. Q bt• 1 J
MAP NO. 23432 FILED IN BOOK 1.,9, PAGES 38 THROUGH 61 OF TEMECULA, CALIFORNIA 92591 "fitt 14ugI 6/6 90 F1.x (909) 516 1Z40 5 NO
PARCEL MAPS IN THE OFF ICE OF THE COUNTY RECORDER OF 43090 ,R I N( FAi L NG I NEE F E XF, 31 31/9t:�
RIVERSIDE COUNTY, CALIFORNIA BEING N 04° 25 '05" W ° ExP.3-3I-96 CIIY OF 1FMECULA � ' � � ' I
REVIEWED BY �� CIVI` f` �_. �� E V . , r1L) IVC- I L_ J \ivy 1
- -_ -
cA1E t IIe 9rE, p�� DAT E BY DE SCR I F'I I ON APP 'D DAT E - - - F
EXP. 3-31-96 h. . i a r
VSIuNS DATE : /Z Z4 3
CITY 2- cr
h-
M
LOT 28 TRACT NO. 24134 - 1 LOT 25 LOT 24
/ F 5 PE 1209 I
LOT 27 LOT 26 PE 1210.5 PE 1211.0
.4
1`
20, • �� ` -/ \ PE/ 1209.7 PE 1209.9 - - - -
i
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O� Z4'
_ f
bo. 00 ' - - • meq'''V, .
14. 25 ' 75. 57 ' 7 E; I I - �.
- --- -- 56. f' I 55. 00 , - _� 60. 00 ' -'1- 6 SG
I
Q * F v !1 \� F.L�H.P. * f p
`J cK: /: /2/G.7 1 F o /t/7.3
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6. 0 ) � 'Ury -�6 �+ F.L.,H.P. �> o 4a 4 1%
Q)• t F __ f F . G it). r-; c� FL_, N.P. �, N /2/7. 9 FL. N.P
F ---
Va
� PE I � 16. E_'
L�.K
of 1 ION _1 l ' 0 I l . 6 I l . 6 /B.2 - - - I DECK
---- i -- - FG. DECK /B.2 I OPTION /9.3
F . G. F . G. F . G. OPTION F.G.
- . /9.j - -- FG. '
/ _ 83� FE 12 f �; FF 1219.5 I I
F F 8. .', 11 FF 1218.9 PE 1218.8 F.� FF 1220.0 0
f I l . 0 [FIE 1 PE 1218.2 I PE 1219.3 �,
9 C 121r . E� C
F• G l 1 - I 401 -
I; ` ; .! Q °
' ¢ ! ,`�
/ 1 -� •3 . 1 u 3' 402. 0.3 40 C 2 '� I 403
y B A e 4 7 ; B LOT 15
■
PE = 1220.2
� --- i
•
Q 3 � � . 1-93
;'G � T �4 lz/�., 12 5 r 13 /2/�.` Fes. I4 s
Ft,GB `' � - �' /2/59 /25,4 ( /2/5.B
F�I FL.,G.B
F.L.,G_B. ;f I / . 'f 2 1 7 • 8 GF 1218.4 GF 1219.0
/4. Fl.,�e - - Er :5 -16 16 5 5 FL.,GB GF 1219.5 5
oU \�X/S7 Op�A' \\ FS t t f 110.7 /7. 3 � o n.7 /e.4 ° 1 /d.8
-z"It 'v SA \ b �I N /2/l0.lo e F(. FG- •
s A \ 5 C) FL. �.e. a'c /7. n)
z a C f. / /`.s /t/i./ o
S ` ph' y �a'y• /Z/5. �• a_ F.L.,G-B O
Fl,G. - V F.L. G B
n'T =_ P L NT
t .�' { y Fs. 5`>. J �� ` F5 _ 4. 23 ^PAZ Ju \ N
L /4 -
/N F\ ' �' � w w 5 - 77./9
MT. E F r N
ROSSO
\YA, (\j
N spq� CALLE `
r ! 4. 0 --
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may\ /� 0�0
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CP
cp
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- +
S \ 1j • 0T 4. _; 5ti. 38 62. Q
rj
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LU
O� �f �� f '��' - L'�C-B i�2 c9 i! t �G Q jL:GB ti l F
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VY /G 7
l . r
I /
0 3., ,r 's3 • F;r boa 1, / 121eO l 84 12/e6 F 1219 F� c. ¢ l
j 1 a Jo / /G.� B, {�cv R
Q
0,7
/ <uV/ LOT 73
Wit. S •��; /• 9 A`
/ �f / / - 3 0 e \ 402 z PE = 1223.8
wx o�E \ / \ °\• / �40/ l\° F G ` /• g / f l21 8 'rG. /2/ PC
91 ° , FF /2/9 2 /7r
4 l2/g9
6 �• 1 pE O of ` �` rV °\• ;/ 00T ck ,rte¢ i /
/6 Ff__ l 2
10.
0tv F -_4 `` +� V G. / �'g "G-G.
10
�/ _ i �F �r ) � rib. zj6 / ,r• `�
/e v` --- --F i rr FC• yP � ^ / til') �l•!� 4?
Dt
\ _ / •- - O
L�4el (711)
�.
y
011 "Y'00
- % 00
LOT 72
01, °•1 o
cn PE = 1232.8
/ Ln rn
1 / O I n' ,n
u'
4 . U8 ' 30 '
s SCALE : 1" = 20'
64. 69 �
70. b9 ' ;.�. U8 ,
�� •o0 ' LOT 68 LOT 69 LOT 70
�% LOT 66 LOT 67 PE 1245.5 PE 1245.3 PE 1245.0
PE 1245.8 PE 1245.8
\ Lor 65 TRACT NO. 24134-2
PE 1245.8
i
i
�F,,� � CITY OF T M CUL. A
LOT 64 hobc/�t I3c Crt, 11cI t,(a ��f �'�•o� C A� _1 ��s�,c� ( c� tEs �y � `���
/ \ PE 1245.3 �'k�F F S_� ��^JAE r�:_ Nr 1_AfJfJE � v; UF< �� \ l CASEY
CE 4188A'
_ TP RAYMOND A. R. 2
rues SINGLE LP K LSH i vE. s, It •_L- r t Mr cui A, CAL f ORN i A 9?590 v � - PRINCIPAL ENGINEER EXP. 3/31/96
\ (909) 1?6 8041�p 909) 676 t140 N0.
1 I CITY OF TEMECULA
\ 43090 -
�\\ REVIEWED BY: l CIV ` C MJF
EXP.3-31
- -
GATE- : 2/10 9 elf O �\��`�� DAlE BY DE:SCR I PT 1 Ori - --
\ EXP. 3-31-96 k.c. E . 4<. CA - - - APP 'DfDA7E 14
R E V I S I O N S CITY DATE : 2�Zz193
'I '