HomeMy WebLinkAboutTract Map 22915-2 Lot 68-72, 77-85 Precise Grading Ld
LEGEND
_ PROJECT SITE
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ELEV. -0.3' IN. ,
TOP OF CURB 0000.00 B
T. C.
FLOW LINE F.L. i z
HIGH POINT H.P.
Rh �q Rpl�
Is' Tyr. Its, TV. 229151� I�
F 1 N I SHED GRADE F.G. (Exc�rT (ExI�rT ■ D1►D
A 5' A C 3' C D D
F I N 1 SHED SURFACE F.S. M I N �) I M I N �) I ��
GARAGE FLOOR GF 0000.0 1 1 PRECI E GRADING PLAN
PAD ELEVATION PE 0000.0 _ '1z x_Ii_ ���► V I A RAMI Rpp
_ _ = Ln PAUBA W
FINISHED FLOOR FF 0000.0
M
NcCABE
WATER SERVICE W Z 511A� P y�
_ - z
`� ROAD ;
VINTAGE HILLS
rRA r No
o - �
1
SEWER SERVICE
C>
A I R RELEASE VALVE -0••�1 S
(FFA
FIRE HYDRANT XY
TYPICAL SIDE YARD DRAINAGE 0 PiCo
DRIVEWAY N
q RpH,9
STREET LIGHT
SLOPE 111 12" MIN. P/L 8' MIN. BLDG. PAD Rry` 79
EXTRA DEPTH FOOTING I z Z
ABOVE PAD 5' MIN. 3' MIN. ELEV. Ib TO SAN DIEGO
BERINDICATES AMOUNT OF G
COMPACTED MIN. TQAG•TEXTRA DEPTH FOOTING L 19 2215-� VICINITY MAP
ACCESS RAMPAT I
NOT TO SCALE
2�
' 2- MIN. 1P
LOT NUMBER2: 1 MAX. 2% MIN. 'S^
2% MIN. SECTION A - A 217.. MAX. T2ACT 90 4A)
INDICATES MODEL +
Z�g1g-3 �2 s
FOR SIDE YARD SLOPES GREATER +�� 29 GRADING NOTES_
4 THAN 5' IN VERTICAL HEIGHT
UNIT TYPEB F` .....................
E '� I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
C-)T 4114'j 1157 AS AMENDED BY ORDINANCE 45T.
INDICATES ELEVATION 12- MIN. ABOVE PAD ELEV. 42 43 44 49 ' 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
THIS LOT REQUIRES A BACKWATER VALVE
�y 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
PER SECT. 409 OF U.P.C. PER APPROVED — ROUND OFF TOP 4. PROVIDE 5 ' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L 5 GA 40 FILL SLOPES OVER 5 ' HIGH.
5'
TOP OF SLOPE T.s, 1g 'Ta Z b 19 to �.1P All 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
11 .■ Gp, SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
42 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
111 1N0 4T OVER I ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SECTION B - ,n '10 (A � � O GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER l4 '1i ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT -13 ( GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
S' MIN. P/L S' MIN. 6- MIN. Z 24 25 2` 27 2S TOP OF CUT SLOPES.
6- MIN. • 23 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 MIN. I I 3 MIN. 21 ONE FOOT.
MUDSILL MIN. MIN. MUDSILL
TOACT 2291` -3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
PACIFIC SOILS DATE: DECEMBER 18, 1988
` TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12- MIN._7 t 12 ' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
N DE X MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 2: 1 MAX. 6- TVP. 2% MIN.
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. SCALE : I " = 200 ' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SECTION C - C 50.00 50.00 50.00 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
• G I o 0 3 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 MIN. I o e2 0 o EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO
MUDS ILL MIN. 0
X X X
6- MIN. THE APPROVAL OF FINAL INSPECTION.
�+ -
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET.
12- MIN. 2: 1 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL
SECTION D - D DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
TYP I CA OVERALL FOOTPRINT DIMENSIONS I5. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12- ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALE: 1 ' = 30 ' 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
Underground SerV ( ce A l ert CONSTRUCTION NOTES & QUANTITY ESTI MATE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK U.P.C. CHAPTER 10.R.
--=. Robert Beim., W'itliam Frost & �ssociates NO. ITEM
COUNTY OF RIVERSIDE B.M. NO. T-29-81 WANT I TY UN I T 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE
PROFESSIONAL ENGINEERS, PLANNERS & SIiIRVEYORS 11/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. I LOT GRADING ( 23 LOTS X 15 C.Y./LOTH 345 C.Y. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
1 -800-422-4133 28755 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALI ORNIA 92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD IT. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. 2 I NSTALL TRAFFIC I C BOX, BROOKS MODEL NO. 1-RT, JILR CONCRETE 1 EA. THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINL INK FENCE, 21 ' it 16' MODEL NO. V-211 OR EQUAL APPROVED BY EMND RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.8) 94' N. OF THE CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RANCHO CAL WORNIA ROAD. FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. 3 [REMOVE EXIST. DRIVE APPROACH AND RECONSTRUCT AS SHOWN I EA. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU D I G ADJ. DATE: 9-13-82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE ?FCFESS1 Designed By Drawn By Checked By Df OW i r1 No.
T. GL AC/GL RECOMMENDED BY: DATE: C I T Y O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor OWNER/DEVELiOPER R't �F
Horizontal �Y� Plans Prepared Under The Supervision Of
COSTAIN HOMES AS SHOWN ACCEPTED BY: DATE:�`� PRECISE GRADING PLANS
Inspector 620 NEWPORT CTR. DR.I SUITE 400 * 48M * Dole (-?-for P1tl4l'PAi7ENGINEER, FOR WY ENGINEER TRACT NO. 22915- 1
IEWPORT BEACH, CALIFbRNIA 92660 Vertical �, C1V( N �r GREGOR LEBLANC �� � A. CASEY LOTS 30-34
Dat. Completed �'` •
(714) 760-1455 N/A OF CMAI R.C.E. No. 48393 Expi res 6-30-96 R.C.E. No. 41880 —Expires 3-31-96 TRACT N0. 22915-2
LOTS 68—T2 & TT-85 Sheet o t 3
J . N. 400639
N
W
O
Q ' TRACT N0 . 22915- I �
TRACT NO . 22915-2
20, 1 ' I`►v
LOT 86
R
LOT 18 20. 6LOT 29
LOT 19
6' a�
LOT 20
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PE= 1307 . 2 LOT 47 Q
LOT 48 PE= 1327 . 3 - ly ie
s 1-
PE= 1327 . 4 142'03 0,s Cr
to
IL
LOT
LOT 49 00 In
fL 21 N tn
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PE= 1327 . 4 <\
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SCALE: 1 = 20 ,n w � N $ �:
' � , * g �
a- U- X00 J � 9L -1
xCj'-�O
20,
140.00 _ 2. I000
Q_
Underground SerVLce Alert �ssociates
�Robert Bean, iP�.11tiam. Frost & LOT 46PE= 1327 . 2 LOT 81
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS & SCIRVEYORS PE= 1309. 0
1 -800-422-4133 28785 SINGLE OAK DRIVE,SUITE 250.TEhECULA, CALIFORNIA 92590 C SEE SHEET 3
(909) 676-8042 Q pf NOTE: ALL DIMENSIONS AND
C O R T E c ELEVATIONS ARE IN FEET.
FLORECITA
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P'OESS/ Designed By Drawn By Checked B
ContractorQ•( T. �+ GL GL/AC RECOMMENDED BY:
DATE: CITY O rC
T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
Horizontal zontal Plans Prepared Under Th* Supervision Of
�, ACCEPTED BY DATE: ` lIvy PRECISE SEE SHE T 1 1 = 20 ISE GRADING PLANS
Inspector � � 111393 Dote - - -
Dote Completed Vertical Sl
EXP. 6-30-96 9 PRINCIPAL GINEER. FCR C Y ENGINEER
GREGORY T. L LANC RAYMOND A. CASEY TRACT NO - 22915- 1
IV1�. � LOTS 30-34
N/A qr CALIF R.C.E. No. 48393 Expires 6-30-96 R.C.E. Ne. 41880 Espi res 3-31 -96 TRACT NO . 22915-2
LOTS 82-85 _ SheeI 20f
J . N. 400639
Q
Z
Q
66.84 LOT 43
U PE= 1326 . 4 LOT 44 TRACT NO . 22915-3 do
�
PE= 1326 . 9 LOT 45 LOT 46
23. 08
32.7q PE= 1327 . 2 PE= 1327 . 2
TRACT N0 . 22915-3
J .ry
2. 48 _
Q & 27. 68 59. 37 - TRACT BOUNDARY 56.77
O v U A --75. 90 0
4` c OD A a w
rn o
���P Z• 05'10 0
QG�i 010• I+ °C7)°
SCALE : 1 " = 20 ' v �: L'� H 13070
•G
G•
N 0S.ca �'� H'P os.v �� ,H f 1307,7
0
/'/.
F�,H.
FCS. � -► ..- � PL.H•P
L O T 77 - ----- - r G .� 07-3
07.3 1
1/•
PE= 1303 . 9 PE 1 ,305 . 6 - --- -. F� �' 06,0 o7.ca o
• PE 1306 . 7 - �G rv. °_ 09-0
to F F 1306 . 3 t I PE 1307 ---_.-----�__ 2s* r•G-FF 1307 . 4 • 3 Z PE 1308 . 0
1 w FF 1308 . 0 =
.�
04 /3 -- R 3 ;c' ,; I F PE 1309 - 0
B os•5 �' ab A *4 1 r-&- F 1308 . 7 201 FF 1309 . 7 LOT 82
12t v 6 4 ,� 2 : R 3 PE= 1309 . 8
0& -7 A
r'� ots.o `� B
F b. 6F 13o5.s .3 4 OF lam-9 •cam. S OG•9 � ° B .'`� I.o - 09.0 10.5
LOT 76 e4.z os.9 0�. r v
7 � - 7 8 �1 •G � .07'9 z N
PE= 1302 . 7 ` 6 �.I W7.s -3
� t30d.2 T - Ft-• GF ���� Ao
C7. 7 9 80 G 8 1 N
Fv. F. 5 12
D4.V _ F��t?g. 5 0 aG.b
N 0 . A 04.7 7 7 FL . 09.0
0 uG.z x-9 ��• �_� 1 N 07. 8 N �� 75•AA
60.00 13 4 FL�b.g c w w FL�C�g. ` Mi,V eo FL. A
` 8
46. 75 60 1%)nt •I•
z s .oo g g �
w
o 48.25 14
/ 6` S IS. T 100.31 y U rc 02 O
dw
5.
0 amu'°
cap" r
. bX14ttve of
120 CAM I NO `•' �`� s ��� ��' ,,,t�� 3 -C, N
. 15
0. 0 SANq rn
' u' _ 14 �
Z cv
.o ops oF• o .o 'c' � �, � O
�• 98 5 I 9 'S' ��
X29 .C% 48-99 N N I 41 65. 00 S o
L8.6 en I� ;v N 1�
T 4 TO ,�
' C � \ \2• _ 04.3 � /•
F G `,• ' �0'1Z
� 55
FL .OG.C.
=611 ' 4r-
R'w
0- N /rGG. 07.0
01.7 N
rL o 10 :1 6 .0 L' .b
72NOTE ALL DIMENSIONS AND
3 - 'I 7 -L4 6 � '�' O5 l0!5 ELEVATIONS ARE IN FEET.
7
I os-(# -E--+
T
�2 �o 04.0 og GF' .I t 9 F 9*- FG L�:O:j
0
�•
796,2 F LyC� � 1305,5 At GF 150&,. 0&� _
G
• �. Fv. GF 1 `. .2 ., 69 o�.y o-r.� 68
3 : R N. 3 07.4 6F1�.3 ► Gf 1309• s LOT 67
/ A _ B 2 . R Fb. :� t=om- 16 �: Fc� s PE= 1310 . 4
A oe
FF 1306 . 0 3 : R CONSTRUCTION NOTES
� FF 1307 . 4 �.:
FF 1308 . 1
P E
1305 . 3 PE 1 ,306 . 7 A B O2 INSTALL TRAFFIC BOX. BROOKS MODEL No. "U. J s R
P E 1307. 12• CONCRETE MODEL NO. V-2R OR EQUAL APPROVED BY
o s-
0�.7
4 FF 1308 . 8 l FF 1309 . 5 EMWD.
5° FG`
C5 PE FG. G, P E 1308 . 1 1308 - 8 a REMOVE EXISTING
DRIVE'SOS.o IaoG-q
07.4 07 4 P EO RECONSTRUCT AS SI•IpWt�JAPPROACH AND
�... FL, 1307. 1G
r7-'I 0 0e•6
--------------
o
9 _
/•9 d ^ - N 1♦
T•
C. 96• 1 0 Ott-
Ln \ o,
LOT 21 PE 1280 . 8 01 O O
__ sass __ �• � �t�• � � � � � LOT 66
TRACT BOUNDARY 65.00 _ 10. 67 . , _ - PE= 13 10 . 9
Underground Sery t ce Alert 6?. 42 � z o N
-1�
LOT 22 �e3
0
Robert Betin, iPtitttiam Frost & Assoctiates PE= 128 I . 2 LOT 23 •,�.
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS PE= 1 28 1 . 6 LOT 24 _� Z
28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA, CALIOORN1A 92590 P E= 1282 . 0 •
1 -800-422-4133 t909I 676-8042
LOT 25 92.99
CID
TRACT NO . 22916-3 PE=1282.4 •
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE 01CFESS/ Designed By Drown By-- Checked By C Drawing No.
T. < GL GL/AC RECOMMENDED BY: DATE: C I TY pf TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal F� % Plans Prepared Under The Supervision Of
Inspector I " = 20• 9 c3 M. ACCEPTED BY: DATE: 9 T•! TRACT NO . 22915- 2
PRINCIPA ENGINEER. FO ITY ENGINEER
p SEE SHE T I , EX►�3o-tom , Date -9� RAYMOND A. CASEY PRECISE GRADING
GREGORY E PLANS
Vertical � CIVI\- ��
Date Completed R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 _Expires 3-31-96
N/A OF \F LOTS 68-72 77-81Q
Sheet V of
J . N. 400639