HomeMy WebLinkAboutTract Map 3929 Lot 15 Precise Grading GRADING NOTES CITY OF TEMECULA 30'MINPAD ELEVATION WAS THE ONLY
REVISION TO THIS PLAN1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. fRA
Z
I N
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2. MINIMUM BUILDING RAD AND DRAINAGE SWALE SLOPES SHALL BE = 1%
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A / � � � � �/�
MINIMUM OF 2' FRONT THE TOP OF CUT OR FILL SLOPES. _\ \ / / L I C=,,oe AN 7
J. MAXIMUM CUT AND FILL SLOPE = 2:1. K A M A L AND N A WA L ODEH
PAVED CONCRETE INTERCEPTOR DRAIN DETAIL
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP - \/ � \ � 28535 HEATHER GREEN WAY
(NOT TO SCALE) TYPICAL SECTION � �_ _ _ �-- -- - --\ � I \,
OF ALL FILL SLOPES OVER 5' HIGH. - - - �_ _ _ _ _ _\/� _ _ _ _ _ _ `\ �` � _ _ ` MENIFEE, CALIFORNIA 92584
N0 TE.• REINFORCEMENT FOR PA I/ED INTERCEPTOR ��_
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISfON OF A COMPETENT 6 X 6 - W10 X W10 WELDED WIRE FABRIC �-_. ----. .�`�--_.. ,_ �� � �_ _� '
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN �` '�_ - -' -' - - - - -- - - - -' - - - - - - - ._... - - X245 - -.-,� �-_ '- - -.� (909) 838-7883
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT _ _ , _ _ _ _ �_ _ � _
FOR ALL FILLS OVER 1' DEEP. - - - - - -' - - - - -' - � -�_ -_ � � _ _
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ✓ � / � - - - -' - � � - -�- - �'_�� � �- �-��` � '' �- ` � '-�� �`�- _ _�'' � -
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � � L E C=p A L I 71ON
0- ........
_- - - - -� '�-_ �'���-.�--_ �'' '-- "` �-- � �'' `� \ � �- �`'�-- -�� APN: # 921 -242-007
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �'
LOT 15 - TRACT 3929
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE � �-- -' -" �-�-- - -�� � �--- � � - _. `---_.`- �`'_-- -��'`�..t - _ 1 --�. `� ��, � -��
LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
PASC� A-L R D �_
..........
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, - -_ _ �_ � m �� -_ _ _ __ _ - -' IE:AR7HA0R< C>�JAN71 71 E!5
ALONG THE TOP OF CUT SLOPES. � / __ � 1 _ _ _ _ _
8. FINAL COMPACTION REPORT SHALL BE REQUIRED FOR FILLS GREATER THAN ONE FOOT. � �E"XISTING 6" ROLL�'D AC BERM(G�(,(RB) h � � 0 - �- ' ---- -_ _ _ _ �_ - - - - ---- - _.�� ,- � � � APPROX. CUT = 100 CU YD
- - � � - APPROX. FILL = 3500 CU YD
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS � � his' 'ry ,N U � � O \ _-- � �v - -'--- - - - -
r OF THE PRELIMINARY SOILS INVESTIGATION BY GUNVANT THAKKAR PE � 0' s ��" � � \ � � p _, � 123 -��11 APPR =
(12� OX. IMPORT 3500 CU YD
� �( o rc � D.
45712 CLASSIC WAY, TEMECULA, ca 92592 (909) 676-7541. TWO SETS OF THE � _ _ � � o � � o� 4 \ ry�,�,�o� o� .__. _ � IMPORT FROM TEMECULA RIDGE APPARTMENTS, MORAGA
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND X-
� Z�j �QO W _ � �� � � � � icy ,`� ���SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS ' � _ _ _ � � P �, _ _ � J � G 3�. 5o Fu CITY OF TEMEG'(lLA RESIDENTIAL RANCHO CALIFORNIA ROAD
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 3 -0 MIN
RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. s .. � _ - � -- � � 1236.2 - _ 80 48,48r 12�,, ,6 ��V (12,�23Q. DRII/EWA Y APP ACH STD. #207
95
EXISTING 6" ROLLED AC BERM(CURB)
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY fi � \ � 3 �- 35 � = �_ _-N �� FS �-
---1
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT ? � � 12
IS
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED ��r� � o��►� � �� �j" -�� � � -'�'__ -- - _-T- -• -�-----�-- �4� - O
FZJ
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. � � � � �iVp� � �-���� 230_ _ _- - �o �1 N{AX ��. �1 � 6 o J _ - , .�.� PROPERTY LINE
NATURAL SOIL � I ��"''" j � � �a! _ - _-' � � _ � �2�," 0 R/W
ENGIN J / � � i
1-00,
�ENGINEERING DEPARTMENT PHONE: (909) 694-6411 / // /T �/ .01
= 12 ' -- _ --� ►� �9•�,5 .-
/ / � - - --�'o - �- � �� o g•5 3: 1
2¢� -- - - � - - FLOW LINE . . . -� . - . . . - . . . �. . . .
11. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL ?Ah' AGE SWALE / � // / �� •�= .._. � -�_ � 2 o
HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT / / � � � -_. ._ �
THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH TYPICAL (NOT TO SCALE) � // /� h A / � //� �6 � � 2 - -" -' �'` �. � �'� � �� �� ' _ SLOPE EXIST.� � ,�% _ _ w_ _ � _ 5 _--_. C )CITY DE1/ELOPMENT CODE SECTION 17.06 (residential) OR SECTION 17.08 � � � � -�- Sf- - -- J - - -(Commercial/Industrial) PRIOR TO THE APPROVAL OF FINAL INSPECTION. ,� � �� � �/p�/ � � /�j/ / / � - -
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE � / //j �`�'� // / � � '.: '� -
GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER / � �� / / / °° � .. �� � - - � � � �- �' _ ��p'��T-� ' moi- - v� _ - SLOPE (PROP.)
DELETERIOUS MATERIAL. / / / / / / / / / (o
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT /��//� �
� � � � � i I .: Q a� � � -� , - DAYLIGHT LINE cur
MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL /j / �� � / � /
SUPPORT. PREPARATION SHALL BE APPROVED 8Y A REGISTERED ENGINEER � �j �� / / � \� � � 0. - �.._. _ � 11W
FILL
Ir
PRIOR TO PLACEMENT OF FILL MATERIAL. //�/ / / j O i // / /�/� ��•.• / � ^ N � `3 ;� � _ _ R�W �I I'1 t 0? WG)
14. DURING ROUGH GRADING OPERATIONS AND FrlIOR TO CONSTRUCTION OF / � rl. / � � � DON
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL � � � j / /1 / 1g p.,,.� � �� �� �1 _ AZ,g' � � � �/ _ N.�7. Natures I Grade
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE � / � � � / � � �I - � `• � 125 � �. . Fropertg TO � / / Z �• Line,
CENT PROPER TI ES. / 1000e.1-1, / / � / / / � � \ �, TOE
/
� :r X3.29 � G.�. Grade Break
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �/ � / / A45 � � � � / / � �.G. TO of Cur48b
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / � � / O I '. i , .• �.L. I:=IOW I Idle
FUNCTION ESPECIALLY � � � � / // �/ �2 F
/'1_000,
� � : '° �DURING STORM CONDITIONS. PROTECTI UE MEASURES AND � � � \ .,� I N\/. Iriverse
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING ��/� / / / � / � '� / / / �' �_ �` � �� � \.• � F � �
PROPERTIES DURING GRADIN OP / / / / � / / L �I GYCI�.101`1
G ERATIONS. �/ / � � / / � � � � / � � � � � MAX � ` --. ,, Og' �- - -� � � SCALE; 1"=20 FEET
17. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND � ,. ` � / �.5. din ish Surf c�ce
FIVE TENTH (1.5) SHALL BE SUBMITTED 8Y A SOILS ENGINEER TO THE BUILDING / � � / � / / / � j��vO � � \�" � ` � -,. � '%\ � / � / �.C7. finish �rc�de
SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT 5 X L �/ 1205 - -� _� ` ` � '� � � `' ;\ \ � � � � 0 10 20 40
�'.0. . Topof Slope
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD /
ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION � / / / � � � P `i/ � / oo' to - - - - � - � ' � r��\X 210 �-- - � � / - � � �'.0.E. �'oe of Flo e
(MTH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH � � �/
� U� � 124
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
THE ADJACENT GROUND SHALL 8E GIVEN. / i� � � � � �-
-�- Grade elevation
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH � / /� / .3 -� 10 Kll-'�C�P -�/QL �' -' - .-- - �•�• High P
ROSEA ICE PLANT AT 12" ON CENTER OR ANOTHER APPROVED GROUND COVER. � / l � l f � /� �'� �� _, x 8 Fri' --- � _ � - _ N.�.�J. ��f�I Nt:)S brain Inlet
SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE / � � r � -
PLANTED WITH APPROVED TREES SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL �r°�
OR SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SHRUBS AND / / � � C o � I / / _. ��O � � A� -'"�-� � -' ---- .- - - ----- - � ��' 5OU4 (f/E �/ � 70PO
BE PLANTED AT 10' ON CENTER; TREES AT 20' ON CENTER; COMBINATIONS 15' ON CENTERS. � � � ` ` ^v /G _ �N -' --- - - _ _ a _ _ __-- - -' -' J _ _ _ RI�/ER51I�� COUNT)O' fl-LOOC� CONTROL MSP.
--�_ ''� 120 _� �
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � �' J / � _ -� - N 8p, �--_ �_ I _ _ _ _ � �- I N�'�iRPOL��'�17 To PROI%CE I I N�'�R�/,�,LS.
WITH BLACK FLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10. � � � / ---- - - = 48 48 W � -,,� 1 - - - -- � A6U I RRE! AN=� ASSOC I,�7'�S MAKeS NO
20. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT � / � � / - -�_ _ , �_ _ -- _.L. _ � �� CLAIMS A5 YO THE! ACCURAC%r Of= THIS TOPO.
NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3'. / / �/ � / l � � -- 1195- - -_._.__ ,__-" ----- �,,,, _ ` �� `1 --L _ _ � � --� IT 15 THE RESPONVBILITNyoo Of= `THS 6RAr;�INO
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL / � � / � � / / � / �' - ---- �. � gyp, �- =:--� _- - - - � CONTRACTOR TO Y�RI�Y GR?�1'7� IN THS F=IE�LD.
BE PERMITTED. '�--
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD // / / / 10000'
/ /� / N
�PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. / j � / / � - - - - � � �,,,`\ � � 1195-- - - -� � -- ' Y C I I 7Y" I _
23. THE APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENT DOES NOT RELIEVE THE �/j� � � ��� ��// /�/ �\ � 1190 - -
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION ERRORS j � / � / / �/ / � �� �- -�. � � �_ - 1 � (NOT TO SCALE)
OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN � � �/ i i i� i / -'� � � � . - -' - -
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - / � ������� � �ow � � / 1-00" � � � --'` -_ � � �- _. _ _ _ -_ � �� --� yip NORM �
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DO � �i i � �� _� �
ES NOT IMPLY OR PROVIDE ANY ��� , i� / / _ ` �p �
i
CLEARANCES FROM THE STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE / � j��� � � � � / �--_ ._ _ _ _ '' --� �- - _ '' - � �' �
(CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACT. THE CONTRACTOR/OWNER/DEVELOPER IS � ����/
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY �i � i�i � � -
SITE DISTURBANCES OR GRADING. 000,
/�/// 1-00,
�
'00" 111001
'0.00/
NOTA:
I70WN57RE�4M PROPERTIES r0 BE 1=ROT�G`T�I7
i SROM ANY 1;)AMA6E THAT MAY BE CAUSEI:P 5NI
AI.TERATION Of` THE VRAINA&E PATTERNS. ��
AGUIRRr= � ASISOCIATES --" - � J � � SI TE
BUILDING DESIGNERS I
2222 KANSAS AVE. SUITED (909) 684-4222
RANCHO CALIFORNIA R
RIVERSIDE , CA . 92507 FAX (909) 684-4333
LD03- 043CR / LD03-268CH
CONSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEALS Designed By Drawn By Checked By �' J Drawing No. GP-ODER
SCALE �� Z'/�/a� CITY ❑ F TEMECULA DEPARTMENT OF PUBLIC WORKS
10/16/03 XAVIER AS BUILT REVISED PAD ELEVATION 9i23/03 , RECOMMENDED BY. DATE
Contractor
1 NO CRIB WALL BENCH MARK R,C,F,C, Z-1800 Horizontal Plans Prepared Under Supervision ❑f
Inspector 3/4" IP W/PLUG, FLUSH 1'=20' , . �, ` ', ACCEPTED BY. � "`'' DATE. �/ 2 a1 ° ,.. � PRECISE GRADING PLAN
NEW PAD ELEVATION � -�� ......
D a-t e RONALD J. PARKS, bEPUTY DIRECTOR OF PUBLIC WORKS � ..Y:;:;:� KAMAL ODER
E L. 1241,8 2' Vertical ., . .. �rr,�� �._r.:,.. .�<;,;�;..q
ate co�etea p 4e- HIGH RETAINING WALLr..;:'188� ,,: �"�--�.....`...�_ LOT 15- TRACT 5929
R.C.E. No. �"J �� � Expires `l �1/ /�i�.'� R.C.E. No. 19744 Expires 09/30/05 �o„y� 04� TEMECULA, CALIFORNIA
Sheet 1 of 3
CITY OF TEMECULA
I EROSION CONTROL NOTES
1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE
RAINY SEASON FROM OCTOBER 25 TO APRIL 15. APPROVED PLAN IS
REQUIRED FOR ALL ROUGH GRADING.
I 5E 6 IRA 1; IN& 1=LAN ER051 ON CONTROL
2. IN CASE OF EMERGENCY, CALL:
NAWRAL GROUND ---` J — K AMAL U DEH WNEI
��� -��--
cu[IFIL L--Lor -.�• .�... �... � ...,.�. - --_ -� _ --._._.
�- -- --~- `-~ �`�'`~ RESPONSIBLE PERSON FIRM
�r
__ �,. _ - --� .� _.._ .� �µ __ � ��.- �-- .� __ �. 1245 -�--_. �- - - 9 D9 838—7883
- .'� -.� ..- ' " .' "" .�. """' �.. ' �.- --- ---�---- - --` (24---HOUR PHONE NUMBER)
-�.• ,� , amore .r�.r — —— - .--,era„;rrs,,, — —� _ � _., ^_� �—— _ �� - �
240 `�- ----� � -- --� _ -�--_-� -- '`---__� 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL AND INSURE
I—COMPACTED I �• ___ -- -- _ ---
ALL �� � MAS.��- I I I I �� .� J - --- •:-- •-... --_ - -- __ -__ -- -- -- � - �-- THAT WORK IS ACCORDANCE WITH THE APPROVED PLAN.
�CAcrFv (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS)
FILL SLOPE
Ed I I I I L-- { I I--- I f - - �- f--- --- �--�-- `- ----�-'`"'` �` -- ~- -- - 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
LABLE
-� --� � - _
AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
.l- OVEREXCAVA W do RECOMPACT / _.-- —
I = I I III III- �` --- `-- - -- ___ - AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCA TIONS TO FACILITATE
'00,Mum agou'� � =u��'T� -- I( LWWAngm�� `�-------- ---_ � � �- --- --�� -�--�"-- �.- RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
_ I I-= � III III= +r Mur�u.Af+��rov�v or
�Ar� rw aor�amcar.cowsurrwr � � ------- ----- ----~---.- --���____ -- `�" ----
I III ( q III I �. \ -� �" --�• --- ----- -- _ 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WI THOU T THE APPROVAL OF THE
� .� w._._.._
�- �x� \ \ \ � �_ _._'_ � � � � __ -- � DEPARTMENT OF PUBLIC WORKS.
AN
Bu4aIII Iii I I I� (�) TRANSITION LOT DETAILS \
+ 111-11 I I I I I I I \ \ \ q ___ 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
W oipnr {NOT TO SCALE) TYPICAL SECTION __-
T Oft q \ 123G- OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECA S T
cosr tea, o rry w ti EXCEEDS FORTY (40) PERCENT.
C)to \ �.
i JII " I00
Q Z AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,
C�A�MACrE�'I I{— ��� NA l URAL GROUND �. �—��'
3ENtliNt3 DETAILS _,,.. �,,�.• R�W SILT FENCES AND DESI L TI NG BASINS., ETC...
�-� � � U r�-Lor _ - .��f. �. �. � � �- , B N ,
Nor ro sc") rr"m X017cw ;,, . C ,�,00� ,� a.. �---�p '�'' - q...
I(I_ '� ,000 �� \ �' �°'* _-- -- - l�V 80.4 , „ 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE
H --�''�r '� -- �''°" - 5 \ OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
.• rM ��,,...•
VAWS
MA rerr 123 -- v ---- - q ---- - -.�- - ; ,,, 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
I I I•f I I{ I I rrPrcAL 000 _--�—
I�.� I M 11= ' _ .�.� - �--- __- — �" -- - _ -• .�� ' _ _�� TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES
III I I l I I I� C ACTED -�- �-- �— 0 -- -- ~- -- -- ~� -�.. ~- ---- ---- R w .
�tL A HAZARDOUS CONDITION
�,► FILL 0WER I I 1 I I �. — - -- - ------�--. :---- . . .... 4' -N-
CUT SLOPE � � l / —_ _._.�_.. ..� - _ . �- .:�....� . . . .. . .... ... ...
to sraENc r / -- -�� -� �.---- ��` -°•�.... r-' 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING
(KEY) / e �� �-- ---- -1 � - �` -� �-_ A.' � --� AREAS ARE COMPLETED PER ROUGH GRADING PLAN.
arr F"- TO of
"- -_ --
--- ---
ro nu err OVFREXCAVAIE do REC[�MPACT / / �— -- -- --
~ - �`" - �� ° `` -- �_------ --- 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR
• ter^--�'---- ti.-- _ -•-_._ �``�-� -�,� r ------y _�"�" �...�...w -•---"�'�' .__,,,
UfnNKAWEM B�ocx q / -- ��-- MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY.
MAIERIAL APPROVED BY / / _ f / r 1 220
5 MIN rtf+E rEOWMO At.r,W5ttr NT
12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER 1 NFORMA TION
IS SUBJECT TO CHANGE.
F.S. --•-
� / 121� � � - f--� �- __
�I MAX \�, �- _ 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR
// �-\ --� ...� --�� -- �_ TO PERMANENT PLANTING.
/ / / `�' _
MAX 1 � / / . ..� .�_ � �, ---..�__.._ `� •-� o '� �, �J_ � _._.
E}gSTING GROUND / / / / / / / ___ \ `• -� -'�- -�
.� ' ' / �/ �- `� _ �� d Q -- ��- -�- -- 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED
/ / / / / / / �_ - � 4--_ - -• .. .. ,. AT ALL TIMES. (INCLUDING ACCESS TO NEIGHBORING PROPERTIES)
BERM DETAIL `-_ A
/ / ��`'' _ -- -- 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING
(Nor ro scACE) rrnrcAL sEcnav /� // / / / 4 / / /
Nomr. compACT/N PLACE To / f
`� / y ��' STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON, UNLESS ADEQUATE
964 Ru A nVE cOMPAcnoiv / / / �rL ` A
� / / , / / / 121 �.. �\ \ �- -� 1� - TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED
TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN, OR
/ / "
NA TURAL WATER COURSE.
16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM
RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN
SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT
BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA.
/ / / -- -- -- -- ---- �� 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE
THE DEVELOPER FROM HIS RESPONSI BI LI 71ES TO THIS SITE AND ADJACENT PROPERTIES.
TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED T0, CONSTRUCTING
SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT CONTROL
SCALE: 1 -�20 FEET �q / � � � � � � _� AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A
12 ------ �_ �- _ — RESULT OF THE CONSTRUCTION OF THIS PROJECT.
a 10 Za 40 / / / � _ o -� -� �— — _ - _ --r
�I
ON CONTROL- /,00."
-- ��-`---� �'`� �--- -- -� "-------- �' 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL
// I / �r --- � ~ �� �- PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR
3" / � -- --�-- ._,. .._. - -� -- .��--� EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF
TOP BAGS OI1FL Y . f / �---- ------ --�- �-�----� --��.� �---�__ � -�� --�___ � 1205 ,�---� ._._, �--�
Gl?AVa BAGs / ` �� �---_ --- __ - --------� 25 FEET OR LESS MEASURED VERTICALLY.
/ —
/ --- - --- --- -�'-- �- -�- -- --- ----- r �--- 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE` AND DURING PERIODS OF COMPLETION
--- _� ------- --- �� __�--� �-- -�- �,,, PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE
f / 1200 �`�"" "�"-�-�. `�- ` r -- -- �� �- EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE
DETAIL A-A / a --- - �- _ •-�- MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO:
far TO scA� rrr�c�.J / / N I �. -- --�- ..�... �- _.._
120p --�-- --- --� TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED
�► \ 1 �=►�.,. --- - �- _ ` � OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES
�O'4B'48» W ' --- __ -�-- -- __ .__ �---� ��" f BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK
/ / / -124-73;6-
AROUND
4.s �- - DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTEC77ON SUCH AS SANDBAGS
_ _ AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND
2 BAGS r � / / .►► / �_�`� --- -� ...._, �' �- �°°"� '� .o ��� _-�
�A / - --. 11 g5 '----_ �••. APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF
cRAVFLBAGs -�. � / �..� SLOPES SHALL BE CANS WHERE
CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS E
v, __ __ -~- ----__� --- -- -__ _ �"`~ �• .� _ EARTHWORK OPERATIONS ARE NOT IN PROGRESS.
2 BAGS l /HIGH _ _ Gifts *Aft*
dime �` � 20. TDP OF CUT BROW DITCHES, WHERE REQUIRED ON PLAN, SHALL BE CONSTRUCTED PRIOR
�DETAIL 5-5j / / / _� -_ _ �_ 1195.--. .. TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY.
/ / 119 0"CAUJam.. `` ~ \ �r 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE
GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH
HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERARON AND WHICH ARE
SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY
�� ---� --- -� INCLUDE BUT SHALL NOT BE LIMITED TO.
_� --\ - -\ GRADED DITCHES; BRUSH BARRIERS AND Sl L T FENCES. CARE SHOULD BE EXERCISED
TO PRESERVE THE VEGE T
A TION BEYOND LIMITS OF GRADING.
�-- \ -_ 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE
--- --- --- -� 11 DEVELOPER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION
9
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL...
/ \ BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL.
2.�. ALL GRADED SLOPE AREAS 5 OR MORE IN HEIGHT SHALL BE HYDROSEE•D UNLESS
/ SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE
_ CITY OF TEMECULA S I NSPEC TDR.
/ I
�--- r
r
24. JUTE NETTING, OR EQUIVALENT SHALL BE INSTALLED ON ALL SLOPES OVER TEN (10) FEET HIGH.
A(SUIRRE 4 ASSOCIATES
BUILDING DESIGNERS
2222 KANSAS AVE. SUITE D (909) 684--4222
LD03-04-3GR
RIVERSIDE , CA . 92507 FAX (909) 684--4333
RECORD DATE BY
REVISIONS AWD DATE BENCH MARK SEAL ' Designed By Drawn By Checked By
Drawlnq No. GP—ODER
CONSTRUCTION SCALE
� ,U �� _ RECOMMENDED BY, DATES DEPARTMENT Cly` PUBLIC WORKS
Contractor Horizontal '��' _ �
BENCH MARK R.C,I".C. Z 1800 C/, Ptan Prepared Under Supervision Of
c� , _ PRECISE GRADING PLAN
r i �, - ACCEPTED BY-- DATE=
3/4 IP W/PLUG, FLUSH l Zo NO.�;-35`3 1 �'
Inspector r Date3,/Zo�!/oRONALD J, PARKS, DEPUTY DIRECTOR OF PUBLIC WORKS KA A�. ODER
- Exp.9-30-21003
EL. 1241.82 VerticalCPAL
oe LOT TRACT 3929
Dope Competed6.. 09/30/05 rr i
..............:
fir- C � 3�J R.C.E. No. 19744- RIC.E, No. Expires Expires �►• •::• TEMECULA, Sheet 2 of �
p CALIFORNIACA L I FC�RNI A
PL
PL
R A :
HOUSE GARAGE
PAD = 7225. 50' PAD = 1225. 00' i
� FF = 7226. 00 FF = 7225. 50 DRI VE-WA Y
2%
IN Jam. 8.,Zo-y �
2:1 IYAX 30" CONCRETE V—DITCH
� FILL TYPE "A " PER CITY OF
30 � I T - - � ! _ i — TEMECULA STD. #304
25
77 17
30" CONCRETE V—DI TCH 20 74
TYPE "A " PER CITY OF i 14 74 i
15 15 15
TEMECULA STD. #. 304
SECTION A - A
SCALE- 1" = 10'-0"
PL CL
i
R1W CL
i
v� mQN
I
co
QN
1- 457o 6. 34%i 4. 39' o i �O cr)
HOUSE
PAD = 1225. 50'
30 31 PL
= 7226. 00 _ — - -
25 PL 2q MIN FF
3: MAX
Ljj
SECTION C - C ' FILL r� I
O 2: 1 MAXJa
�I 1
SCALE- 1" = 10'-0" DRIVEWAY /
N — 25
20
10
05 SECTION 1B 1B
OO SCALE— 1" = 10'-0"
I
95
ASU I RRE 4 A5500 I ATES
BUILDING DESIGNERS
2222 KANSAS AVE. SUITED (909) 684-4222
RIVERSIDE , CA . 92507 FAX (909) 684-4333 LD03- 043CR / LD03-268GR
CONSTRUCTION RECORD DATE BY REVISIONS ACCTDATE BENCH MARK SEALS Designed By Drawn By Checked BY �r ? �Q� T
Oiawing No. CP—OOEN
SCALE RECOMMENDED BY: �c¢7��L�L� LL¢. DATE: L��Zsl�P3 CITY ❑ rr EMECULA DEPARTMENT ❑F PUBLIC WORKS
10/16/03 NAVIER AS BUILT REVISED PAD ELEVATION 9/23/07
Contractor Horizontal Plans Prepared Under Supervision ❑f03 PRECISE GRADING PLAN G P
BENCH MARK R,C.F.C, Z-1800 P P
ACCEPTED BY; ILrv�✓��a � DATES
3i4a IP wiPLuG, FLUSH �•=�o' KAMAL ODEH
Inspector Date RONALD J. PARKS, DEPUTY DIRECTOR OF PUBLIC WORKS .w' �.
EL. 1241.82' Vertical � - � $" r LOT 15— TRACT 3929
Date Completed �O'.
10=10' R.c.E. No. �"�C���� J Expires � ' ������'D� R.c.E No. 19744 Expires,
o9�so�os -�;�a�;,�' TEMECULA, CALIFORNIA sneer sof s