HomeMy WebLinkAboutParcel 1 - 3 Precise Grading LEGEND PROJECT SITE
HIGH W
TOP OF SLOPE T'S' B PAD o�v'-o��
0000.00
TDP OF CURB T,C, Now
FLOW LINE FsL, � � B \0-110
I �1� RpAD
HIGH POINT H.P. �
VIN I A F HIL LS
lY iYP lY il'P,
FINISHED GRADE F.G. PARCEI MAP N11 �
A s- A �T C s' s' C �T D � D
MIN MIN MIN28122
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FINISHED SURFACE F,S, tq�Fp) NI�BD
,9
1 T —ult N\ G LAN
GARAGE FLOOR GF 0000.0
N� F P
Z N �
GRI IDII
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PAD ELEVATION PE 0000,0 � � � � PA1BA
tat
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FINISHED FLOOR FF 0000.0 � X11
WATER SERVICE W loo N� o /o/ N z ° a � CV
SEWER SERVICE S X 4kHMO'
AIR RELEASE VALVE
IN
F�
FIRE HYDRANT
TYPICAL SIDE YARD DRAINAGE ...............................I
DRIVEWAY
STREET LIGHT 4—�
HVY, 19
SLOPE I 12' MIN, P/L 8' MIN. BLDG. PAD
TO SAN DIEGO
ABOVE PAD 5' MIN, 3' MIN. ELEV,
EXTRA DEPTH FOOTING z z V ICINITY M
INDICATES AMOUNT OF COMPACTED
,X BEAM 6' MIN.
EXTRA DEPTH FOOTING
a.a... NOT TO SCALE
211 MAX. 12' MIN2% MIN. � /�P �, GRADING NEITES
LOT NUMBER D 2% MIN. SECTIC]N A A 21% MAX. � 30 31 �
— �
INDICATES MODEL � � 2 29 ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
FOR SIDE YARD SLOPES GREATER � _ �A� .� 6 28 �� AS AMENDED BY ❑RDINANCE 457.
4 THAN 5' IN VERTICAL HEIGHT / '� 2 27 � D DRAINAGE SWALE SLOPE SHALL BE = 1%.
UNIT TYPE B Zs 2.
MINIMUM BUILDING PAD AN
16 � P z, 1 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
17Is19 Zo � n � 2 � � CONSTRUCTED A MINIMUM OF 2' FROM 'TSPS OF CUT OR FILL SLOPES,
INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV,
4 3 / 3. MAXIMUM CUT OR FILL SLOPES = 211,
ROUND OFF TOP � �-+G9wE 6 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT' ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
P/L � t'
S 12
1 2 3 � 10 ' S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
� _~ �WS 1 SOILS ENGINEER WHO SHALL CERTIFY TEIA'f ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP,
P.M. N0. 2812.26. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ❑F TEMECULA
` SNE � ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SECTI[IN B B �,/ � � GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR "f0
FOR REAR YARD SLOPES GREATER ������ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES,
7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
INDEX M TOP OF CUT SLOPES,
5' MIN. P�L 5' MIN. 6' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIREll FOR ALL FILLS GREATER THAN
6' MIN.
3' MIN. 1' 1' 3' MIN. SCALES 1" = 200' ONE FOOTS
MUDSILL MIN, MIN, MUDSILL 91 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SAILS INVESTIGATION BY,
pAGIFIG S0Il.5 DATED APRIL. (108
' TWO SETS OF THE FINAL COMPACTI[]N REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FIJUNDATIDN DESIGN RECOM-
12' MIN. 12' MIN. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT,
2% MIN. 211 MAX. 6' TYP, 2% MIN.
21% MAX. M�N � 21% MAX. DEPARTMENT
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
TELEPHONE <909) 69AND4-6411 AT LEAST 24 HOURS THISIN ADVANCE
LOTSECTI[IN C — C TION EMUSTGBEINISH APPROVEDGRAPRIOR TO BUIL INGE PERMITC FINAL NSPECTI❑NEFdR
EACH LOT,
3'x3'CONC. STOOP
3'ea
W.. 3'x NC. TOOP IN VERTICAL HEIGHT AND FILL
36' S11. CUT SLOPES EQUAL TO OR GREATER THAN 5'
,r SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
C}
5' MIN. P/L 3'x3PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
'A.C. P�4o --.-p 4 p�-3'x3'A.C.PAD EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' � o�
THE APPROVAL OF FINAL INSPECTI❑N.
MUDSILL MIN, 6' MIN. rI a v�„
k
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
!3 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 'X3'G'O�.STDOP 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
211 MAX. PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE RERUIRED, THE ELEVA-
„ CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
2% MIN, bMiN.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. ND. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTI[IN D — D TYPICAL D U E R A L L F D D T P R I N T D T M E N S T D N S 1 LOT GRADING (3 LOTS x 15 C.Y./LST) 45 C.Y. 15, EROSION CONTROL� ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
2 REMOVE EXISTING CURB AND GUTTER. CONSTRUCT DRIVEWAY 3 EA, PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER �
= 30' � 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
SCALES 1'
PER CITY OF TEMECULA STD. N0. 207 (W= 17 ) A SEPARATE TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
ENCROACHMENT PERMIT IS REQUIRED FOR WORK WITHIN TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Underground Service Alert BENCH MARK RIGHT-OF-WAY. U.P.C. CHAPTER 10,R,
Robert Bein, William Frost & Associates �y p� RIVERSIDE B1� I�T-29-81 OO AREIWOVE ND S/DEWAL C� C�TY/v5 D�4a ..0��'40/N57"RlICT GUTTER (C/TY STD. 200) 2 � . 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIER
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
�
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1 U2' BRASS DISC IN COX CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, O �EMONl6 EX(s7iNlG A•G. r�411�MENT (019500S.F..
CALL TOLL FREE 27555 YNEZ RDAD, SUITE 400, TEMECULA, CALIFORNIA 92591
AND RANCHO CALIFORNIA ROAD; 13 RILES NE DLJ RRNgiU CALIFORNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
/ 1-800-422-4133 (909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA READ AND MARGARITA RORDdN THE N.V. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
/ CORNER OF THE INTERSECTION 11 E OF R 1' CHAINLINK FENCE 21' x I6' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
RROUND S0,CALff, GAS VALVES, 44' N. OF PP. (Nat) 94' NS OF THE CENTERLINE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
OF RANCHO CALIFORNIA ROADS FIBERGLASS WITNESS POST SET P V. OF HONUNENL
RDJ, DRTEi 9-13-82 ELVIS1128,410LD95 -" 09a GR
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE $Y REVISIONS Dire ACC'n SCALE Q�OpNOf. Designed B Drawn B Checked B RECOMMENDED B`f� DATES /0-18-� CITY ❑� T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
�p � A JL ADEL CASAO JL
.0e
IIWNER/DEVELOPER Horzonc
� ta� �`� ,`�y`��` jy��' `n�, an repared Under The Supervision of
Contractor � > y � ACCEPTED BY, DATEi /� PARCEL MAP NOs 2 /
VAN DAELE DEVELOPMENT CORP, AS SHOWN W No.43090 Date O �D QS PRINCIPAL ENGIN R, FOR CIT ENGINEER _
°G Fac 3 31-98 ��- STEvetJ W. GRESSW�LL
Inspector 2900 ADAMS ST. STE� C-25 � P � � M CHAEL A. TYL N PRECISE GRADING PLANS
RIVERSIDE, CA 92504 Vertical C1 Y1V
Date Completed (909) 354-2121 N/A 'l4f OF C A��� R.C,E, No. 43090 Expires 3-31=96 R.C.E. No. 471$0 Expires IZ 31-95 LOTS 1 � 3
2
Sheet 1 of
.,,,, PLOT DATE= 08-01-95, DWG128122\TITLESHT J.N. 4,0073,25
1238.42
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PE 1265.3 TRACT 22716 - 2
17 PE 1264.9 PE 1264.4
18 19
PE 1263.9
20 PE 1263.5
21
22
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960
48.22' 51. 27
20.65' 26.46' 46,87' S W
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lb
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114.82' 6^�• �,� rod��, `L�°��G, M c� NI
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d' �cMo�l6n F. GF 1264.5 � F.G. GF 1264.0
existing house � , � � �4 63. (v-' TRACT 22716 - 2
•2 c� �� IZ1�3.4
PE 1265.6 QIO � � N � �Fs3.3 FS � 12
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65
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0
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^, \ F.G. F.G.
R ,� \ 1264.0 � M F.G. F� � F,G, O2 --� REMOVE EXIST. CURB AND GU'T'f ER. CONSTRUCT
�w �., FL,,,HP �o �q � c�3.4 DRIVEWAY PER CITY OF TEMECULA STD. NO. 207
f ly � � �,1
ISr � " ' 1263.5 d' FL� Hp .- W=17 A SEPARATE ENCROACHMENT PERMIT IS
2 � SCO N 1� � � `� FL HP '� /0/0 +1 REQUIRED FOR WORK WITHIN RIGHT-OF-WAY.
pE ss.3 � � ���.-EXr2T• DRtvEWA`T To 36 REMOVEP
Underground Service Alert � Io�,o9- T'S• � `� v AND S/DEWA K(C T% e> -r
6CITy STD. ZOD)
o Robert Bein, William Frost & Associates 64.8 �� q-�-- IfXs-T: -ro 13;E 9-etA •�E p
o .
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS �,L55• X/s�-��/G CU 12 27, T.S, •� •J
219*5D'MSz aoAv, sTU.400,TEWGUl,A;CA.921991
CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240
1-800-422-4133 MEAD p WS 2' 1 SL OPE
Wiq Y ��IviOVED. ST►2.uGT 62 10
C�uTTEg-(C/Ty LD95 - 098 GR
TWO WORKING DAYS BEFORE YOU DIG
5T0.Z00)AN 5/DE1�i/ALK(ClTys� gOD�'40/ SAWCuT L/NE �
I __11111 E-
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE Q�OFESS/pN DESIGNED BY DR ,WN BY CHECKED BY � Drawing No.
JL ADEL S. CASAO JL RECOMMENDED DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL
Ian Pre a ed Under The Supervision Of
1" =20' a No.43090 �
S ACCEPTED BY: �lJ- DATE: �01100
S
Inspector EE SHEET N0. 1 � �p ��31_96 � Date: M110 PRINCIPAL ENGIN ER, FOR CITY ENGINEER PARCEL MAP NO . 28122
VERTICAL MICR EL A. LMAN
s-rEVEN tiv. CRESSWELL PRECISE GRADING PLAN
Date Completed `��'�, �1 V l� ��
\1
N/A F OF �p1,1FR.C.E. No. 90 Expires 3-31-96 R.C.E. No. 41180 Expires 12-31-95 LOTS 1
SHEET Z OF 2
PLOT: 08-01-95 JN: 400732 DRAWING: SHEET2