HomeMy WebLinkAboutLot 57-65 Precise Grading LEGEND AC 0 4F 23 z- 3 z
TOP OF CURB
0000.00
T.C.
FLOW LINE F.L. wjHPmNT P CIS GRADI G D LAN
HIGH POINT H.P.
A N
ELEV.-03'M[N
FINISHED GRADE F.G.
ee z ae ?
FINISHED SURFACE F.S. P1 1ASE 3A
GARAGE FLOOR GF 0000.0 1% MIN. 15'TYP. 17. MIN. 15'TYP. VIA RARI
5, (EXCEPT B 5' S' B (EXCEPT CL5�' C 5 / PADA
v-s
PAD ELEVATION PE 0000.0 MIN WHERE MIN MIN WHERE MIN 5C,A1E PROJECT
NOTED) NOTED) 54 56 25 24 w l0 SITE
FINISHED FLOOR FF 0000.0 26 23 Rd4D d
WATER SERVICE W z � ? 3 57 22 18 ,
X 1 58 78 21 O'
SEWER SERVICE S •" 0 59 77 79 2 1 27
19
6 20 36
AIR VACUUM RELEASE VALVE (AVR) _ _ ISA
C Z o 61 76 80 3 28 35 / SAN DIEM RD.
00 z � o � !
FIRE HYDRANT 10� `� 0 Boz �' N fit 5 81 \ 29 34 / 42
MAX33
MAX 63 7 82 4 17 7Fx, 2� �3 � � GPS Atm'
DRIVEWAY 45 64 74 3 \ 1 30 31 32 43 41 wy, 79
W
7 83
5 40 \
STREET LIGHT 4,4 65 72 84 g3 94 6 15 52 4
TYPICAL SIDE YARD DRAINAGE >> 43 66 1 � � 53 51 39 �
i 7 ,4 5 VICINITY MAP
SLOPE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 42 67 85 92 7 54 46 38 1
EXTRA DEPTH FOOTING -7`7'I
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 41 68 70 86 6 8 13 50 NOT TO SCALE
>> 40 91 9 2 55 7 37 -1
INDICATES AMOUNT OF X 69 87 89 90 9 1 56 49 -
39
EXTRA DEPTH FOOTING 38 8 9 99 , DAD
37 3fi 31 66 GRAD I NG NOTES
73 �
ACCESS RAMP �\ 35 34 100 101 10 83
� 33
32 ,02 67 72 S1 TE
30 29
LOT NUMBER aIt 9 10 28 103 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM
10' OR 12' v
11 12 27 BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 93-04.
INDICATES MODEL 6 �� 13 14 26 104 ,05 9 /
71/
" o 15 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
4 48 w 16 17 25 " +� DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE B M I N.�T�yp Q 18 24 �� CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES ELEVATION I MAIL OX 12" MIN. 12" MIN. ABOVE PAD ELEV, 7 6 19 23 63 3 57 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
WATER BLOW-OFF 01
(TYP. ) CLR. 9 5 4 20 22 62 58 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
(FACOF
F CURB TO B OF o�T) POST) 3 2 1 61 60 59 FILL SLOPES OVER 5' HIGH.
R
INDICATES PAD GRADE REVISION ROUND OFF TOP 21 52 78
FROM ROUGH GRADING PLAN
P/L 51 77 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
-� 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
P.C.C. 5' ,� 17 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
SIDEWALK CURB & 72 R�
GUTTER 8 18 9 �3 OVER 1 DEEP.
6 1
MAILBOX L 5 4 g4 I 31 20 21 22 48 54 - 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
6 3 2 , 30 29 � 48 80 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
DETAIL N _ ' 1 32 28 27 26 25 24 47 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
SECTION A A "�^ 23 S5 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
N.T.S. FOR REAR YARD SLOPES GREATER � (71 15 33 � 46 � GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7 ( 56 00R. Q STORM FLOWS, ALONG
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 1 Y
THAN 5' IN VERTICAL HEIGHT 45
8 0
9 0 11 34 TOP OF CUT SLOPES. O
12 13 14 l 35 36 37 38 39 40 41 42 43 I 44
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 0
6" MIN. Pn
5 MIN. P/L 5 MIN. 6" MIN. _ ONE FOOT.
ao
3' MIN. 1 ' 1 ' 3' MIN. V_
0. /MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o
THE PRELIMINARY SOILS INVESTIGATION BY: n
d _ PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23-1998 CL
INDEX MAP - -
q.4. dp : TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 00
00
2 00'
SCALE: 1"
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 0
12" MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o
Cn
LOTS INCLUDED 0°
2% MIN. 2: 1 MAX. 6" TYP. 2q MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 00
21% MAX. MIN. 21% MAX. PLAN - DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
144-
REQUESTING
TEFINISH GRADE DDRAINAGE ICP
°SECTION B _ B 1 TION BE PRIOR TO INSPECTION
«0 PLAN o
w
Ln PLAN 3 Ln EACH LOT.
X
48.00' (no 2 50.00' `� 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
is SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
5' MIN. P/L � PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1 ' 50.00' THE APPROVAL OF FINAL INSPECTION. E
0
MUDSILL MIN.
6" MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o
6
�.;4• C 0 N S TR U C TI 0 N N 0 TE S & Q U A N TI TY ESTIMATE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
+• ' LESS THAN 1/4" PER FOOT FOR A M I N I MUM OF 3 FEET. �
NO. ITEM QUANTITY UNIT °'
12" MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
2: 1 MAX. TYPICAL OVERALL FOOTPRINTDIMENSIONS1O LOT GRADING (9 LOTS x 50 C.Y./LOT) 45O C.Y. TIONAD E(WITHIRESPEWTETO MEANSPECIFIC
SEALEVELATI�HALLNS ARE
BERGQIVENEDIFTHE
AN ELEVA-- �
6" MIN. ) o
2% MIN. O INSTALL 4 PVC SCHEDULE 40 76 . 1 L.F. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. ( PRODUCT 2 3INSTALL 4 GRATE PER N.D.S. N0. 14 OR EQUIVALENT 1 EA. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
O
SECTION C - C SCALE: 1 ' = 30' . 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 1 EA. PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- "n
INSTALL 4" CLEANOUT 1 EA. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS a
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
00
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER w
Under round Service Alert U.P.C. CHAPTER 1o.R. („
Q
&bert min, Ftillzam Ernst ASSY�Ctates
16 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
PROFESSIONAL EMINEERS, FLAMERS !c SUt'VEYORS
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
21566 TE RQIID, SE. 4OO*TEIEUTA G. 92591 Z
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240H-MARK OWNER/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE C I TY OR I TS AGENTS DOES NOT REL I EVE o
1-800-422--4133 RIMERSHE COUNTY DESIWIdt T-n-41 THE APPLICANT I CANT AND H I S ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- Q
21/2"I1RE DISC IN CONC.CYLIUR STMM T-27-M. RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 0
M THE INfERS1rCTIC1N F F1W ST.K RMNIDD CALIF.0.�3.4IIl.61�AW M 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
RA H CALIF.RD. M NO M99 Of RANCHO CALIF.RD. 13 MR OFA 4'2 W MIL
FENCE,2 EST OFPOUR POLE 11751131>E. SET FIUM 1ITNO POST 1'UM ESCOND I DO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 31.*
Two WORKING DAYS BEFORE YOU DIG OFMDJ.DAIS l-13V EIEY. 121.582 (760) 145-1 fi0511101
LD99 180 GR
00
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ROFESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
�p Q A ��� JT JM MT RECOMMENDED BY: DATE: l� C I TY 0 TEMECULA DEPARTMENT of PUBLIC WORKS �
Contractor HORIZONTAL ,``�� `��� ���� �� I ans Prep ed n er The Supervision Of
CM ACCEPTED BY. DATE. TRACT NO 23143-4
CL
Inspector SEE ABOVE AS SHOWN EXE•p. -o � Date:
8 DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 3 0
VERTICAL
MI HAE A. TY RONALD J. PARKS ",''A''' `A'' 0_
s�� ��v�� �� Y A,...A_,A PRECISE GRADING PLAN
Date Completed lF EoR.C.E. 43 3-31-00R.C.E. T I TLE SHEET
N/A 4F C A�1 No. Expires No. 19744 Expires 9-30-01 `r,��s now
LOTS 57-65 SHEET 1 of 2 7V
nATF PRFPARFn. n3/?fi/9q
I NG COST
I 10+00 PUDDING ROAD S �G
12+00 k OLD KENT _--.�
-"�
- S
10+00 OLD KENT ROAD 1 S 11 -� 58.41 �
= 28+00 CROWNE HILL DRIVE
OLD KENT ROAD
TC �PER TR 23143-4 N 6C.48 .o� IW
CONSTRUCTION NOTES: W 5 R• g�.64 R RET. WALL I
W 64.5 TW PER
Q2 INSTALL 4" PVC SCHEDULE 40 AV AR 59 14 TFEPARATE I
6 PERMIT
( INSTALL 4" GRATE PER N.D.S. NO. 14 OR EQUIVALENT _ ( Cf)
I -4 a) I
®CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 0 FH n „� �n 63.0 FL-GB 1% MIN �n PE 1241 .9
" AV/AR�, _' 4 i.� '� 6°�° P
O5 INSTALL 4 CLEANOUT t 108.32 2 15 ►. M �9 �G I o ,moo,• - �[� 20 20 `V �g• `�, I
S 90• BEND o.5x c �• .4 •4 .2
co �' 62.5 FG 20' 10' '� '� co FF 1264.7
.- 61.84 IE 20 O�
1 .0% MIN. �• 'S•
1 .0% MIN. 10' , cowry• PE 1264.2 6�� 00
3O
63.8 s? t 30 F 00
63.8 FIG �C L' ! N 25' 7.9% 2 2X MIN
N
FG °° a� Ca to
6' o J 62.0 A I
j 10' 1 `o o 100 SW ti• FS s 15' z
® 2 �
CR G
2.0% +7
63.6 MIN.. C L. 29 D d� �
o F FF 1264.3 4.85 3 6 62.39 CD 62.7 �' 'c� �' .4 .2 40 t 1 o w I
n L'FHFP � ��, TC o FS 20' N ROP. LOT LINE �oh•,`� 92
PE 1263.8PO 10+86.18
N .2% - - g - 1 MIN ADJUSTMENT o Q I PE 1242.0
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J �.
n (12sz ...�'n 1 .0% IN. s.2' �i►Z o �„ co�� .2 ��� 150
•�e 125. 14 �, -� 62.9 �-
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66+ ,1� MIN 64.3 18.42' C 73 �.�._ POv TS FL-GB c? oo 803 FF 1265.2 2� MIN 11 00
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BR �'�'
s • u� 59.8, 1% MIN (0
110.00 I oU-) 23.32' oFF 1265.9 fi . -GB 1% MIN � O36.7
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1 104.72' 3.6 ` �'S �G 11+70.fi800
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MIN 22.97' Lo C.L. 21' D/w N 3 0
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er J 1p' A ^7`° 5.4 41, 7s , 1% MIN I
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Abbert &M, Fillian Prost & Associates
PROFESSIONAL EWINM, PLANERS k RRVEYORS MINT rod Z
2"/555 YG RE, SIE. 4M,*T lEQ1.A CA. 92591
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 ® ® Q
1-800--422-4133 L
Z
1
� � o
TWO WORKING DAYS BEFORE YOU DIG LD99- � 8 0 G R 00
T_
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q9' F1SSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
�o
A �'� JT JM MT RECOMMENDED BY: DATE: �11WCITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL .�`�� ,�� Tr��' �� I ans Prep red n er The Supervision Of Q
SEE SHEET NO. 1 4; •43pgp y ACCEPTED BY: DATE: /d T TRACT NO . 23143-4 a_
Inspector AS SHOWN 04 3/31-0p Dat e: d DEPUTY D I RECTOR OF PUBLIC WORKS
P 00
RONALD J. PARKS ,AA' _ ,� PHASE 3
VERTICAL sl C,v l� ��� MICHAEL A. T AN .r` A"� PRECISE GRADING PLAN °-
Dat a Completed 'lF p `1F�� R.C.E. No. 43 Expires 3-31--00 R.C.E. No. 19744 Ex i r es 9-30-01 ,
/ LOTS 57-65 SHEET 2 of 2