HomeMy WebLinkAboutTract Map 19872-5 Lot 27-49 Precise Grading r
•
•
LEGEND
I PI
HIGH POINT o °RNi �pA�
PAD ELEV. -0.3 IN.
B pAD
0000. 001
TOP OF CURB T C. NA
FLOW LINE F" L " B � � v
HIGH POINT H. P. ••i 15' TYP.
15 TYP.
°2 V IA RAMI ��
(EXCEPT (EXCEPT
q
FINISHED FLOOR FF 0000. 0 A A C C D D
� PAUBAA A �•
WHERE WHERE
�v
NOTED) ANOTED)
FINISHED SURFACE F" S.
T_ v w • ANS �d �
FINISHED GRADE F. G.
ROADca
cn t, DO
CATCH BASIN C" B. w o
z a Mn
GARAGE FLOOR GF 0000, 0
� Nq
PAD ELEVATION PE 0000. 0
. Fp P`p piC �-
l p�MAX• �X. •
FIRE HYDRANT `(Y °�4
�pPp
AIR RELEASE VALVE
,d HWY• 79
DRIVEWAY TYPICAL SIDE YARD DRAINAGE
(No T" So ) TO SAN DIEGO
STREET LIGHT
P R 0 J E C T ITE
�o
WATER SERVICE W '
SEWER SERVICE S 1 2 rr MIN. L 8 ' MIN, BLDG. PAD NI P
ABOVE PAD 5 ' MIN" 3 ' MIN. ELEV,
SLOPEAd so
��
COMPACTED 6" MIN, VICINITY MAP
EXTRA DEPTH FOOTING I- Z_ _Z_. X= A
BERM NOT To SCALE
ACCESS RAMP .
'.01T NO 72--3
RADING NOTE
.1.9 to 44
2: 1 MAX" 2/. MIN.
WALL ( N. T" S. ) 1 qP0 4 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE . CHAPTER 7O,
RETAINING2/. MIN. 21 / MAX"
2
4 3 ►NDS► 42 AS AMENDED BY ORDINANCE 457.
SECTION A A
CONSTRUCTION NOTE X 10 9 r ' 33 � 41 2" MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IXe
FOR SIDE YARD SLOPES GREATER ��� Y
THAN 5 ' IN VERTICAL CAL HEIGHT • a `
34 a o
• 7 �, 6 = �• �� :; � 3. MAXIMUM CUT 0R FILL SLOPES - 2: I .
fo
E5L.OW OFF — II / 59 6 'a 35
t , 39
qG w 'a ����� N�. 198724 4" PROVIDE 5 WIDE BY I HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
1 _
36
LOT NUMBER s' y° ! x` 37 38 8 FILL SLOPES OVER 5 ' HIGH"
` w
12 d
7
rr 13 4 5" ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
2 MIN. ABOVE PAD ELEV. . I �t � . .. •
INDICATES MODEL55 t y •
.,�• SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
i r � PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
1� TR �4 • � � � fid• T � o� ,
4 R 1 a OVER I DEEP,
UNIT TYPE B
.:�
ROUND OFF TOP 18 53 = '` ;
6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
INDICATES ELEVATION I7 � 4 rr a ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
,a. f t, vt 7 28 29 3Q .� .. W
5 51
,� Mp► ..
§t - f�•: WITH T VGRADING PLAN PRIOR TO
GRADING I N ACCORDANCE I H HE APPROVED
I8
r +A
-J T T T T A E TO LINE.
D ISSUANCE OF HE BUILDING PERMIT, CER IFICA ION SHALL B
I9
awl"a.. y,'
INDICATES AMOUNT OF X .��
1 ` ,w ` �� r ti: GRADE i ELEVATION AND LOCATION OF CUT / FILL SLOPES.
EXTRA DEPTH FOOTING Zo T 77.
P��.
T t I� M15 T V
. •
G '�' Y Or
.', ,•^�� r;:..''.e'.` 'a, .. .'A ry""a'' '..i. ,y`x :'.
7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR" Q STORM FLOWS, ALONG
• (..4' y* T'.,. ,A..`•.: F. - 5M.' "y.,,. r• : :f. ..•, V`r ✓J .J .yp
n
T T REQUIRES A BACKWATER VALVE
HIS LO EQ ES -
w ,
TOP F CUT SLOPE,
n
•
M
M. .V.
KY
I
8
2 a
8 u
SECTION B r
T U. P. C. PER APPROVED , -
R S C 409 0E
PER E
W;
T F, ~
r S ) r v
4
w
? !.. °, r
_ t.� � :�.. ., �� . ; .. a , �. .,�� � .f � r � FINAL NA COMPACTION R P RT W I REQUIRED R FOR ALL FILLS GREATER THAN
W N (evEEE2� �.. . . �� . . .. :� �, ��.. �, a - - 8 LE 0 WILL B E E Q U E D
WATER AND SEWER PLANS,. t-4
R
1+C r
_ ONE Fool.
F AR YARD SLOPES GREATER 2
F'�„t.. .v•:3. :M .:fix` °a4
THAN 5 IN VERTICAL HEIGHT � . -' wow
SALES OFFICE LOT NUMBER '( �.� ._ 9” ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
5HeET wo• 4. I t-aa•7 �" SpWeel NO.2 THE PRELIMINARY SOILS INVESTIGATION BY:
5 MIN,
P/L 57H e CT NO- 1133 NINYO & MOORE DATED: APRIL 2. 1990
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
3 MIN. I ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM--
MUDSILL MIN. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
6 MIN. ANCE' WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
a. 1O" THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT. TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE
• REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION" THIS INSPEC-
2% MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2: I MAX.
2 1 /. MAX, EACH LOT,
,SECTION D Dw II " CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BES
(N" T" S" ) PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
„
5 ' MIN" P/ 5 / MIN. ►r
12" DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
6 MIN, 6 MIN. .,_.•., �._ .
3 ' MIN. 11 1 / 3 ' M I N o 13" FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3Z� LESS THAN I /2'r PER FOOT FOR A M I N I MUM OF 3 FEET"
MUDSILL MIN, MIN" MUDS ILL - INDEX M AP
�
a' 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
.a:a �:q• OPT" SCALE : 1 = 200 ' CERT I F I CAT I ON OF BU I LD I NG PAD ELEVAT I ON" WHERE SPECIFIC ELEVATIONS
•• DECK ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
.e •°• • / T R
4•• BE GIVEN" IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
�• 1 IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
12 MIN" � GI V N.
2/. M I N. VE
NS
;.
21X MAX. 4
2/. MIN. 2" 1 MAX. 6 TYP. I 1 5• EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
'� PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
2 1 /. MAX, A ,
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN-
SECTION TED WITH APPROVED TREES SHRUBS. OR COMBINATION THEREOF " SHRUBS
U) CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS. TREES. 20 ' ON CENTER, COMBINA-
(N" T. S. ) TIONS. 15 ' ON CENTERS. SLOPES OVER 4 ' I N VERTICAL HEIGHT SHALL HAVE
NO" ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
• 2 U. P. C. CHAPTER 10. R. .
I LOT GRADING (7 4 LOTS x 15 C. Y. / LOT) III 0- C. Y.
A 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
BENCH MARK TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING,
COUNTY OF RIVERSIDE B.M, NO, T-29-8I ����
17" APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1 112" BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. �,L% THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
AND RANCHO CALIFORNIA ROAD. 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD ti°,,.
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
CORNER OF THE INTERSECTION I ' E. OF A 7' CHA I NL I NK FENCE. 21 ' x 16' TYP I CAL OVERALL F D I MENS I ONS
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL"
AROUND SO" CALIF, GAS VALUES. 40' N. OF P.P. (N0.#) 94' N. OF THE CENTERLINE .
OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I W. OF MONUMENT,
N. T. S,
ADJ. DATE: 9-13-82 ELEV, 1128,410 • LD 95 141 &9%
ODT"1��11�75 APPROVED BY: E E T
Z4-94RDF t L.,� NO. It)k
� N. �,
BASIB OF BEAR I NGS OWNER/ [�BVBLgPBRAssociates �K�E�� G�Tpf�(N . F�Rodert Be�,n, �2 �lzam .�'ros� � � T c�oT 47•
CITY OF TEMECULA
FMAN ROA ,� �. A. r
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE KAU & BROAD �, }-
12626 HIGH BLUFF DRIVE . SUITE 400 PROFESSIONAL ENG I NEER$. PLANNERS & SURVEYORS _ Q- - 12.199 R-� IEvlSen �Tl�F_INT LOTS S3-5< � ��
CENTERLINE OF RANCHO CALIFORNIA ROAD AS SHOWN ON TRACT 28785 SINGLE OAK DRIVE. SUITE 250. TEMECULA. CALIFORNIA 92590 C..)� TRACT NO , 1 LOTS 2
MAP NO. 20079-3 FILED IN BOOK 150. PAGES 41 THROUGH 46 SAN DIEGO. CA 92130 -�. RAYMOND A. CASEY R.C.E. 4 1880
(909) 676- 42 FAX (909) 676--7240 N0+ PRINCIPAL NC I PAL ENG I NEER EXP. 3/31/96
>,9
C1 V
DATE: b Its 1+ ��' OQ` DATE BY DESCRIPTION APP 'D DATE
M I CHAEL A" LMAN R.C.E. 143690
R E V 1 S 1 0 N S DATE. PREC I SE GRAD I NG PLANS
JoNs 400557
LOT 54
� LOT 55
TRACT NO o 19872 - 5 LOT 53 � PE 1068 . 4 i PE 1070 . 0
LOT 52 �� PE 1066 . 7 �
o � PE 1066 . 0 i � 01 .
`pg3Ga LOT 5 I 11 � 444,3464 63 �i LOT 56
LOT 28 LOT 50 . \ PE 10651. 6 �\ 5.06 ��• ..• o = � PE 1071 . 6
PE 1065 . 3 � 10It.� 1o�1.� fr.a9 a 65 + � H•p• P�,
o
N•p �
` 0) 69 G � 283 � q,31 00 FG I�olo�o•co 0 71 . 8 71 . 8 ...T... lo/ �� co
FG F G N
43.00 0• .v 700 0 � r.u.)H•P o OPT.
0
1001-7 �O �' �•0 43. 0010 � o G 101a9.� 6 6 - 70. 9 70.9 PE 1071 . 8 DECK
F�� H.
F. H•P41 F�• H•R � 0. LOT 57
' � o � FG FG �
,Q � s7. 2 s7. 2 -� N 5
�° N tn � FF � 0 43 �z-o io�z.z p PE 1 073 . 4
LOT 29
i FG FG OPT. o OPT. � OPT. PE 1070. 9 �- ti 0 F�
� DEC o DECK DECK F F 1071 . 6 ( 'R " ��°
PE 1072. 0
�rn PE 1067 . 2 - 4 � FF 1072. 7 5 OPT.
Y�
FF (Q(a7. 9 � � 48 � l08,0 �9� 47 � �LL. � 46 � O.o � m 5 DECK \ 001
i �
I :R PE 1068.0 \ PE 1069. 0 PE 1070.0 -' � 64 2 �3 �2.� 0 42 F.
�' U.
FF 1068. 7 5± 5 FF 1069.7 � � FF 1070. 7 6�'
FG 4 4 o c
•� ��. �a.a '2 •2� X9.8 .3 -�o•� � - PE 1072.5 LOT 58
F�. GF 1072. 2 �6t FF 1073. 2
.4 �y•z �: .a� •2 �i� � 45 70 r-��.,�� GF 1072.0 6 6 2. 0 � PE 1074w6
F I..,Ci6. : 2 F. .,G.{�i. FL.,C� 6. 2:R � 0 2 F •��•g• � c� 71 ,8 �.P
67. 2 �o B � � � F �yg a 71 .8 N FG �� Fl..,l�
LOT 30 C, -
� F� qg � GF 107 I . I � .�•8 G , � N ,+� �'a `n 2:R g
110-12 GF 1068. 2 GF1069. 2 GF1070. 2 �D
M GF 1067. 4 5 68.0 69. 0 6 .5 70. 0 lO.Co o \ N A � -
� 28.33 . �N -
$ 61' � � FG FG � 6�.C� X9.8 F� � F
67. 2 FG FG FG � X9.8 w `5,68 ai 0.3 � G 0 2.
c��.a •� �e.o o x,9.0 F�,�.g� 5 F .s. w 32 7205
- - - - - - - - - - - - - - - - - �°� r' � ' rf
.i0
F� o F�., .Q. FL�G.P>. c� oo cv .c.�G.B, N ,0 3 0 •p0 A� F 72. 5
7
3. � loco _ � � a � � � � 3 q• � •s o �• FG
�p6 G• �'� , •L•,G.�.' /� M � ( M N N � 0.36 �q.3 'FS� 'L
s / - c� �� 3 3 I°p � 2 5 5 18.02 � coq.0 3° .c.. G. � L OT 5 9
53. 00 4 . 00 4 .00 .0 ,,,� S F � B
W c�ti.� c��.7 �a.o �a.a 5 0 �? o • � PE 1
06
'd" � c F5. FS. F�. •5. �• •S. FS. •S.
LOT 3 1
7 -------N
ID 0
o _` � _ _ sCALANTE 56 �'
o � 70.s9 �o
- - - - - - - - - - - - - - - - - 1 a � ti .6 COURT T � `...
o�a'�. o CO �h•G, ��o•G, �� •G, 6�. ,�o, ,��v� _� LOT 60
L'-1 � .� "' �o ,�' �� �' �� .�' �� ��' \o�o�'.c,• �°' � o vi PE I
100
(0 oI 0�0
LOT 3 2 o z - (05.5 t�.z 5 t�-t.o c01•3 co • � • w S �e.� 6 o ti �0,•�. a
o _ 5 •9. •S. 5 _ F5. �•s. .g. F5• p •9 0 � -
a � h o 3s.�z o o � a3.o0 43. oo - � � o a i .$o i 20 27 i5vFS s ` 3, SCALE e I " - 20 '
BOJ��► �4� �o�O.Q��. N N 1n � r X7.5 N �N N � ��.rJ �, o��° ��j� 8� 5 � � FG
r.L
�� 'e' N N �o�o.QJ ��.��j�N N N l�l fsl..�(7• N (.09.4 (� C� `33 f�'S. �.l 1�,GJ• Q F 7205 1
- - - -- - - - - - - - - - - - - - - ''�� � FG I��.,�.P. FG ' FG _ F.L•� •�• ^� � �`� � �5 S W Ap.00 72. 5 � F��Gg•
� 6a' � 0 60.7 6' . F� F� 68 I 6 5 69.3 FG F� - o '- � '� � : GF 1072. 7
67.G 69.5 T0.2 �' _ s
GF 1067. 2 67.8 GF 1068. 7 GF 1069.7 FL,��. °p � .•N � � g • p�. N
� , GF 1068. 0 ,L,� � GF 1070. 7 `9�, FG r' � FG 2 LOT 6 1
,n FG 34 � FG 36 B l..�(,.P�• FG r- 71 . 6 6 71 .7
� o A 68.E D o 2: R �a•�° - 3 � FG 71 . 6 ��, �$. = PE IOTTsO
LOT 33 � 67. 0 3 m 2: R .q _,. Fl. .�l�. � � � +�
O � F.L.,�,� ,Q. � ,2 X9.2 .3 70.0 GF I O7 I . 8 5f: 1072s2
15
� 14 � .2 �7.� 5 � .G, a' . ,� .3 lo, FF 1073. 2
�� 6{ - FF 1070. 2 /6-t
ft 2 � FG �0 � PE 1072. 5 �
o
0
PE 1069. 5 � � 71 .7 F�. 'n ^.
y' FF 1068. 5 °
.o, A PE 1067. 8 '1 C -- q •5 \ F.I&. 72.5 4� N �
� 35 F�•r �
U. � � (09.5 FF 1072. 3 a o OPT. '28t
FF 1067 7 00 ��•a = FF 1069. 2 ( PE 1 07 I . 6 - •� � �
PE [067. 0 oPT. PE 1068. 5 OPT. FF 107 I . 2 F� � � .�� C - DEC
DECK PE 1070. 5 �g (0/0
6o DECK �� � ��� ti �- TRACT N Oo 19872 3
FG FG o0 F FG �o% �' ���Z'2 LOT 24
rte. 0 �O FG FG FF 1072m7
� ��'� 'P' PE ( 076 . 7
' � 67 0 67. 0 �� �% _ 68. 5 - 68.5 0�, OPT.
30 30 ••• I 9.2 �r
�., +' lo�to:l o� v-01-E5 - .. �% .�, ��� .P � �, 70. 5 70.5 0.7 PE 1072 . 0
co �i ►� � w - 070.2 Fc.,Ge. DECK �
0 20 20 I ���• 5 4 � ���• m� �n � F�.� H.p � *► F�'� H P I%b 5 _ ; FG FG
72.072 0
"100-1 119 1071-3
57
LOT 55 __ s1 . ss �� 56 N �• �o� N
0 6' 1$ g1 62. 69 � 43. 13 _ � � m 58 ''`� *► _' o... F�., H.P.
� �ro��G. of so � 43.00 4MINN 3. 13�� N ai '���. m "� p� +� j% d' 6
� � 45. 0 �.. 43. 13 -'-- -� 59 '� �• N 60 GJ
9 -- Qs13 � � '�2 LST 25
� I I 45. 00 I 500 � � 43. 14 � - - N �� 1 PE � 0*76w �
I � 1 44a 14 _.�_ �
LOT I � � i i i 50. 00 640 46
PE 1069 . 0 i LOT 2 � LOT 3 i LOT 4 i i � go,
- - - - - - - - - - - � PE 1070 . 2 ► � I � LOT 5
- - - - - - PE 1070 . 9 PE 07 1 . 8
LOT 6
PE 1072 . 8
PE 1073 . 6 LOT 7
PE 1 074 . 0
SEE SHEET TRACT NOo 1 9872 - F
� 14-94
a� Q f2ev(�Eb ALL. fooTP�zINTS APPROVED BY: CITY OF TEMECUL/4►�toFEss� P�-All N0.2 c�.� wk& SHEET
Robert Bein, William Frost & ASSOCidtes1000
� _ y� ��
PROFESSIONAL ENG I NEERS.. PLANNERS & SURVEYORS � �� �'� T�� �- 3
TRACT N0. 7-jtVe%872) '-' 5
2x783 SINGLE OAK DRIYE, 3U17C 230. TEIAECULA. CALIfORN1A 9259 � U Z � RAYMOND A. CASEY R.C.E. 4I880
(eoe) ens-aaz rix (aos) e16-7740 g NO, PR 1 NC I PAL ENGINEER EXP. 3/31/96
43090 on
REVIEWED BY: � Exp.3-31-96 � CITY OF TEMECULA PLOT �c PRECISE, GRADING of °
I - � ` >,9� CIV 1�- ��
�,�, DATE: I, � �� F OQ` DATE BY DESCRIPTION APP 'D DATE
MICHAEL A TYLMAN R.c.E. S4,3690 OF CA�'`� / L„v�fic.�
R E v I s 1 o N s DATE. �._. LOTS 34 - 49
J . N. 400,5571
.......r
F SEE SHEE 5
.000, w-I T R 19872
.000
Climb
T I
0
-
1;
LoT I
idd
11111011
Al.0I
-----------
_ 0)
01
1> _ •
.000
W0 .001
- - 4 - -
woo" o-lo �
J . Nr 400557