HomeMy WebLinkAboutTract Map 29639-1 Lot 6 Rough Grading Y
ROUGH GRADING AND EROSION , CONTROL PLAN
TRACT NO. 29639=11 LOT 6
PA 02=0698
HARVESTON APARTMENTS
t4M y�
IN THE CITY OF TEMECUL& CALIFORNIA 's
� N
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. SITE
Z MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE=1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OR SILL SLOPE
I MAXIMUM CUT OR FILL SLOPES = 2:1.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. �" --�• - i ---� �--!_ I -_ '! I r1 ►
Mmor46-
+Yw `
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL SUBMIT A nN4L. COMPACTION - - luwNsH�i�0Av ...�
REPORT FOR ALL FILLS OVER 1' DEEP.
VICINITY MAP
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRRTEN CERVFICATIOW OF COMPLETION - _ NTS
OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL I
BE TO LINE, GRADE, ELEVATION AND LOCATION OF THE CUT/FILL SLOPES I
NAP PL
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. I
1111 im i I
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I LOT 7 = = I
I
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA710NS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND I GRAPHIC SCALE
ASSOCIATES, "SUPPLEMENTAL GEOTECHNICAL INVESTIGATION AND GEOTECHNICAL REVIEW OF 100-SCALE MASS GRADING PLAN, TENTATIVE' TRACT N0. �o 0 60 120 240
29639, HARVESTON TEMECULA CALIFORNIA LD01-058GR", DATED AUGUST 15, 2001; AND '"SUPPLEMENTAL GEOTECHNICAL EVALUATION HARVESTON I IMEMM2271ON Numam. 9 33C322061
APARTMENTS LOT 6 OF TRACT 29629-1 TEMECULA CALIFORNIA", DATED MARCH 3, 2003.
I
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION I ( IN ter )
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMATION WITH THE RECOMMENDATIONS OF THE inc = 120ij TE AND SOME OF
I
PRELIMINARY SOILS REPORT. PL = ,
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE, (909) 694-6411 AT LEAST 24 HOURS IN
I I ANALYTICAL PHOTOGRAMME MIC SURVEYS, INC.
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL I = 647 MAIN ST.
INSPECTION I
SPEC ON FOR EACH LOT. I
RIVERSIDE, CA 92501
I
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE . I I DATE FLOWN:
OCTOBER 2002
SLOPE FROM EROSION AND INSTABILITY WITH ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS
_ _ 1 PUBLIC IM IES &M_._Q=TSn .
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4N PER FOOT FOR A MINIMUM OF 3 FEET. I
14. A - �1 ' f I 1 SANITARY SERVICES PROVIDED BY: RANCHO CALIFORNIA WATER DISTRICT
REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE t i
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, \ : I I I DOMESTIC WATER SERVICE PROVIDED BY: RANCHO CALIFORNIA WATER DISTRICT
THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1
I
15. EROSION CONTN7oL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE. PLANT AT 12" ON CENTERS OR OTHER (� GAS SERVICE PROVIDED BY: SOUTHERN CALIFORNIA GAS COMPANYlND ` � ELECTRIC PROVIDED BY: SOUTHERN CALIFORNIA EDI
SON
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR \ ED SON
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES 20' ON CENTER, COMBINATIONS, 15' ON CENTERS, SLOPES `\ \ TELEPHONE PROMDED BY:Y• PACIFIC BELL TELEPHONE COMPANY
OVER 4' VERTICAL SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R. /
� s I
\ / CABLE TELEVISION PROVIDED BY: ADELPHIA CABLE
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY \ w l l
\ I I
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS /
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - lSOILS LMQL19ZR
I& NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSON, AND OTHER ---TL 128.o1^� 4��•,,, / LEIGHTON AND ASSOCIATES
DELETERIOUS MATERIAL. ,e •oo. PL
�i.00 b .06' 41715 ENTERPRISE CIRCLE N., SUITE 103
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL TEMECULA, CA 92590-5661
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. . . . . Ton-Wow lizi Ig III,
! (909) 296--0530 TEL
WN
20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS PROTECTIVE
/ (909) 296--0534 FAX
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS �
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL PER PERMITTED. IllIgIllI
CUT: 28,400 CY FILL: 28,4W CY
✓ 22. IF STEEP SLOPING TERRAIN OCCURS UPON WITH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. IfilVEX A
23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE'
SHEET 1................T1I1 E SPIFFY
�
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. EGEND SHEET 2................R000H GRAM RM
SHEET 3................EROSION CONTROL PLAN
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES BY STATE OR FEDERAL WILDLIFE P PAD ELEVATION a
AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACT. THE CONTRACTOR/OWNER/DEVELOPER IS
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
. �
G.P. GARAGE PAD LOT 6 OF TRACT NO. 29639-1 AS SHOWN ON A AMP FX.ED IN
BOOK 8, PAGES 359 INCLUSIVE OF MISCELLANEOUS MAPS,
F.G. FINISH GRADE RECORDS of SAN DfEGO COUNTY, CALIFORNIA.
PLANS PREPARED
SLOPE
LENNAR PARTNERS - AN LNR COMPANY 1��`�"' �• �
•-r- -- AR
PROPERTY LINE hviw, ctwonda om
4350 VON KARMAN AVENUE, STE 200
� P'hne (949) 474-1960
BLOCK WALL NEWPORT BEACH, CA 92660 FAX (949) 474-5315
(949) 885-8500 TEL
(949) 885-8503 FAX
LD 03-020GR
CONSTRIJCTIM RECORD DATE BY REVISIONS DATE ACCM BENCH MAW W*&E IoE ESS i ov DEMM4M BY DRAYM BY CHECKED BY DRAINM ;Z
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �kp C` L '�O. HG MI JCL
RECOMMENDED BY: DATE: 5ITY OF TDEPARTMENT OF PUBW WORKS
CONCRETE CURB STAMPED 'RIVERSIDE COU HORIZONTAL �4' "'�c y
CONTRACTORc�
_ PLANS PR PARED UNDER THE SUPERVISION OF
BENCH MARK T-46-81 RESET 1997
EASTERLY OF THE CENTERLINE OF SR-79 AT W No.2a7s1 ACCEPTED BY; DATE: 03 TITLE SHEET
INSPECTOR . 12-31-06 _
THE SOUTHWESTERLY CORNER OF THE BRIDGE �'� DATE: 0 RONALD J. PARKS _ M a ROUGH GRADING AND EROSION CONTROL PLANS
DEPUTY DIRECTOR OF PUBLIC WORKS y
A P NORTHERLY OF THE SOUTHERLY SIDE OF THE s� JAMES C. LANE it w
OVER SANTA GERTRUDES CREEK; 4.5 �R TI C A L �
DATE coM LETED ,. .•._, CONCRETE SIDEWALK. �� �""` �'' 8,8, _ _ HARVESTON APARTMENTS, PAIJ2-0698
N-MNONE �- c�•�F R.C.E.RN0. EXPIRES: 12-31 � R.C.E. N0. 19744 EXPIRES: 9 30--05 f�,�i��� �
ELEVATION 1097.163 TRACT NO. 29639-1, LOT 6
SHEET 1 of 3 ,�
1
r
X 101 0r Cl
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Ts,,ae _...__ 23 t�,a.• 1 r 1110-
24
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o� � � �
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\ �. / �._.. -. ..-. ..._ ',,+• ,,+•a _. .- >, x ., ! `1 -� , 5 � � MARGARITA ��
,,,,�a� 4° LOT 12 ROAD I ,
21ACA) woo1 7 31' 20
.7lSP=1 .1 7 36 4
1 X 115.to r=te X09. -- i ,� PAD=1107.95
�+��• � \��� ( �,,� rt,,�so � 114.0 '' \ _
I I „1 s G t 112. 2.09 1111.18 t p C*.7 11 1 t G BLOC WAALL0 = ALK
MEDIAN
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MEDWM
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114" voo 100
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MAGI �I APT• � REC I
VILLAGE ESMT 8' BLDG PARKING /POOL
*` I ill -._� .34 F d , ROAD
I 14A�, `• t2 .. 107 4 17 ! + , I 1 I
4
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11 1 .47 110. 1 ,c,,as- �1 11of � � - �. � _..- -
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11
FG14
10� , , HARVESTON
IPAlIO
5APTt14. 13 12 WAY
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1 1 F1--- _ 4j�r 11 � �AV* � � ,� ! I J• � I � /' l�I�f'I � �( I I I I 2X1.9�' - ..-
1. I 1 ; i: 6 j 11 -.. D= 5.15
A111 3 "M
ftn � '� -_ SOCK WALL
I / ; ! 1.5 SID�ENAL
Q '+t,,y - _.. ---- \ - t 11 . / 7 . �gr . ,� I ;�G I x, ALK
� Q 6, i,: �� , •` �! , i / r BLOCK wALL SECTION 1-1
ill's \ ,+`� ,,,b• �,t, �, .r'�• �} 1 ! l l / NTS
. x / 11031 r ,art l �'IF' r
10 0 co
C:yoo 1) \� i � % ` SECTION H-H
.._ � ��• ,, \ � 1112. � � - l / J 1
NTS
fit r Fa LOT LNC`
\ 14 11 Ii
-----.-- ____.____.._ __.-.� y ��� 4 ", F�' ► - ...:�.. yam. /�%� � � l,
RI
9 T_ \ 111 _ 1 ,, _ r �r°$' �" I / r��I r /'t.�y•
~ - \ + LOT DIVE
*�P
CURB
APT.
_►-_-. I = '� X' I BLDG I23
x � VILLAGE � PATIOI 5
ROAD 10
-8 R I I ` 1 ,�� - -" '. / c°' c, �. ��? l / I ► 8 I BLDG. -
ti 1 �/. ' • 6 PAD=1100.2 d
! �. � .. _-- _ .._•- _ l l ;�, LOT
ffili •, 6^ \ ^., �--�. _.�� �V 1 T_ � � .� � )✓ W��i - - �1_
AN
1 =�� . -- / ,c,-� g r t� + ... �. .� �_, l t.� � '` ,/ PAD=1111.25
_-�_ _ �. - -rr „p---- _1. ALK
*�,o T I I l 1 1 I
_.. -- _. . ���. �.- �, o• ,� �. __ / I , SECTION J J SECTION K K
NTS NTS
LD 03r-020C`R
OO ON FIEOORD DATE BY WYNNONS DATE ACCD BENCH MARK OFESSigy DEED BY DRAV N BY CHECKED BYSCALE DRA1111�q NVQ
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN t�� L HG MI JCL RECOMMENDED BY: DATE: ao/�/WCITYDEQ OF TEMECULA OF "LI=
CONTRACTOR. CONCRETE CURB STAMPED "ftERSIDE COU HORIZONTAL 'S �y PLANS PREP RED UNDER THE SUPERVISION OF
BRK
BENCH MAT-46-81 RESET 1997 h
EASTERLY of THE CENTERLINE of sR-79 AT W No•2e781 ACCEPTED BY: DATE: /° = a3
INSPECTOR THE SOUTHWESTERLY CORNER OF THE BRIDGE a EM. 12-31-06 co
ATE: A RONALD J. PARKS _ ROUGH GRADING PLANS
OVER SANTA GERTRLIDES CREEK; 4.5 • JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS
DATE COMPLETE__
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL M HARVESTON APARTMENTS PA02-0698
CONCRETE SIDEWALK. NONE AF C��F R. E. N0. 28781 EXPIRES. R.C.E. NO. 19744 EXPIRES: 9-30-05 f
ELEVATION = 1097.163 °►•�+
TRACT NO. 296391, LOT 6 SHEET 2 OF 3
A J
8
aRON CONTROL
4 23
1. EMSIO CONTROL IS REQUIRED FOR171V71JW IJrMTIONJ DOW THE RAW SEASON, rRO F
X .+ 'moi -:.__ -,•,,7I�r;:_
OCTOBER 15 TO APRIL 15. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING. -
-`�- ams �■■r� s�C � s�-s �---�� ams � S _ t _. _M .._-�.:..-___ _____-._..._ ...,...__._ -..__-._ -._. _ ��._ �T�- '' ti"ti 1 �:
2. MV CASE OF GILL BRIAN MrINLEY OF WESTERN NATTOIMAL AT (949) J /- _ � . ._. Z2 21
862-8105. �+ f �• _ ,,+ . 4 �I I'
It
J. THE DESIGN OR CML ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND OWSURIE THAT
WORK IS IN ACCORDANCE WITH THE APPROVED PLANS IF REQUIRED).
Q 7 Q °�• r1� ! .
4. EQUIPMENT AND 010WERS FOR EMERGENCY WORK SHALL BE AMDE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILE'S ! •: �, ' �- -- O,, , �� ti
AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ! ��� ,� '' Mw t
IS IMMINENT.
� `� � AAAA,+ t.._------...._...._-----�� X�• �,� w ,, I , - ,�,
5. DEVICES SHALL NOT BE ASD OR AaDM WITHOUT TW APPROVAL OF TIME C17Y ENGMM A
2" ANGLE IRONS � : ►X,,, r/f
6. ALL RELWAKE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WELDED TO PLATE �,�
� ! ",,"�► � ,, � ��i� ��� ` � �
1 . CR
WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. ( _�' x,; x ti J t I . i o
FPw
?f J1111 I } 1
7. AFTER A , ALL SILT AND DEBRIS S11ALL BE REMOVED FROM CHECK BERM, SILT 1 �
FENCES, AND DESIL71NG BASINS, ETC. 1'" STEEL '
PLATE -
d. GRADED AREAS AROUND THE TRACT PERIMETER WST DRAIN AWAY FROM THE FACE OF SLOPE
AT E CONCLUSION of EACH WORKING DAY SECTION A I Id ! X, _ 1
9. THE DEVELOPER SMALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ; �� i ,,.� ,���• �, o �,, ; � I�
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS `� , *'"'°' -��`"� , ,� X"'�'' , '`"�' ,
CONDITION. NTRAN C E cMUD SHAKER ; �
NTS _�_ �,
10. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MnDrFx•.ATbNS TO FINIS PLAN' X,,,
AS DEEMED NECESSARY. w_ _ ,.,.aCom-
X, �
1 y.
11. INFORMATION ON THIS' PLAN IS FOR EROSION CONTROL ONLY ALL OTI'IER WORMATIION IS t * X+ '
SUBJECT TO CHANGE.
-W .111 x' �� '�
% f
12 TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO '' � �,, • • --�-^ �--� "1 'fel ;± J \
PERMANENT PLANTING.
•�' xr�. p ;t t j f
• I
13. AREAS 5%W.L BE MAINTAINED TIN SUCH A STATE THAT FIRE ACCESS SHALL BE AMINT UE`D AT
ALL TIMIES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). � ,�►
14. NO OBSTRUCTION OR DISTURBANCE OF nNTURAL DRANW COURSES OR DOSTING STCTRIM DRAIN
INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY A�IANENT ,
DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACEWATER T 20
lE 0 HE
NEAREST PRACTICAL STREET, STORM DRAIN OT NATURAL WATER COURSEEdo
.
` DEVELOPER
�//gyp �/�� /►/�//y y�� /► `�� �/ PERI METER ��..: »�: N o 10
15. T I�L L/EVELOPE SHALL {.r1.II�DU I � OPERA # T � �'�� `' ��
OPERATIONS VS SUCH A MANNER 1HA STORM Rl11VOFF ,. d. � �- �,� �� � OT � � �
WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELLED INTO THE STORM DRAIN SYSTEM WHICH OF WASHOUT h R, .' ' R X,, "
SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERTSir
:.. � �x � ' ' � 6 �,i, I� ,•,
, I
TO ANOTHER RUNOFF AREA.
f , __ m F l r r t
/��y�/�� � FOR n�C for
16. COW ANNr E WITH THE RE OF THESE PLANS SHILL IN NO WAY REUEW THE fir! ry r r' r, pyo rr y ����` 1 ,1 •• t t r
CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY
EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES ANDX
w �. �i K
TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND - X I
AMA K , w_ .. � •� `� � µ � �. \ `�---- � ._ "''''"
EROSION D GE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT TO THE CONSTRUCTION OF THIS f ��
, � �,
PR *a
OJECT. �,,.' � a� ;� , . w r �,�r � ,�, � � � �.lip X •� . X tlj
ix av * ,,py,�,. � F� ��}t � 'rC + \ ` "a ► w O � _.A !i 1,7/
17.. •K i M a� t� A�N" ?�a' ,�af, r i,4'� �.�' ` ` ` •1 , � �'� � �f".-_ r`�' / ,� ,, � `9•� ` t
SLOPES CONSTRUCTED PRIOR TO W OSER IST SI'1ALL BE TREATED FOR EROSION CONTROL 1.; i� w r � , ` „ •,,s ,✓� �' X, ���! f f�;!�
� ;,< � x aye , : r�:., �
PRIOR TO OCTOBER 157H. SLOPES CONSTRUCTED AFTER OCTOBER IST SHALL BE TREATED FOR , ; . ''
EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS F
E E EMENTS 0 25 FEET OR
LESS MEASURED VERTICALLY. �. " ,, w,. ,,. `;M ry �,.,►� , • _``% ;I ' fI% ;/ Irl
1a. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF �. `� .�., � � �, �.; � SANDBAGS � � --�-� to �
�. M'+d,.., � M1�
4
PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TOELIMINATE EROSION AND "� •'�+ ,. i l
N k , : ,•,, �1 r ,,, /
THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MUIY INCLUDE, , 2, '` \ �' ` T •, /, r i i ����,�� � i'�l�
BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF PIPES OR 160
PAVED DITCHES WITH PR 1F r -OW
PROTECTED OUTFALL AREAS GRADED BERMS AROUND AREAS TO ELIMINATE �JN
EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINE PONDING AREAS TO DESILT RUNOFF; � �
TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF• PROTECTION SUCH AS N -�__ r- \ `'' 1 .- 7,] co
SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE, AND EARTH BERMS �, N / l
AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES V 1SQEEN ,•� ,.►",r,� �> , f ;%; 1 Ef ,
SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS W ���, \ ' '' 1p / �` -' 'j, l! l �� , .• 1 ;'�'��� �''"
ARE NOT IN PROGRESS. SHEET X
\ • J O i j l `Alai � � xe
19. CLEARING AND GRUBBING SHOULD BE LWYED TO AREAS THAT WILL RECEIVE WMIEDIATE
GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN 16 2
CLEARED AND GRUBBED PRIOR TO GRADING OPERATION AND WHICH ARE SUBJECT TO RUNOFF Zz
DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE
LIMITED T0: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO �....,,� '� �, /r"' ! ` X •
PRESERVE VEGETATION AND BEYOND LIMITS OF GRADING.
-�-- 1 x1� X���'` 111�3 �` _ .------
M.
_._
CONCRETEAREA, Y
20. TT,IE DEPART%#W OF PUBLIC WOWS APPROVAL OF INE PLAINS DOES NOT RELIEVE TW � ` �.__ ",� ,� � �-�-�'- •' K �,. -- ry �-.,�: __ �`- _�._-.: "- ' I //,"I/
DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISION SHALL BE PROMPTLY
SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL.
21. ALL GRADED SLOPE AREAS 5 OR MORE IN HEIGHT SNALL BE HYDROSEEDED UNLESS I a "s► �g _.� t r
SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF j ��_, 6o-' - -� �.� tJ_ - , r '•, - I ! �f J X,�t
TFMECULA INSPECTOR: CONSTRUngbi N, Ij�
22. JUTE NETTING SH4L BE AVSTALLED ON ALL SLOPES OVER 10 IN HEIGHT.
Q1 INSTALL SANDBAGS, 2 BAGS HIGH ., ', 1� ^.._.� , 1�1�--' �- .`G •� v 13 ` � w .. _ --J � �,'� C 1 `-�
23. TW DEM CML ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WOW '®r --
h
IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY TIME' DEPARTMENT OF PUBLIC PLANS PREPARED BY: d
WORKS). LEGEND
167lS Vag Ear,�ile.1N _
24. DESIL/TIN 94M ARE TO BE CoNsTlWIED AS GRADING OF IINDMDUAL GRADIN AREAS ARE GRAPHIC SCALE
COMPLETE PER ROUGH GRADING PUN. Co SANDBAGS kv*Uifiait 926%
so 0 30 w 120 ftm (949)474-1960
25. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON TW PLAN, SI4IALL 6E CONSTR CTEDPRTdI� � DIRECTION OF FLOW
(949)474-5315
TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY.
( IN FEET )
1 inch 60 ft. LD
I OORD DATE BY ILVISIONB DATE 1 TITANIC SCALE pEESS DE81CV1® BY DRAWN BY CHECM BY DRA1N�10 NQ
312" DUIMETER ALUMINUM DESK FLUSH IN �� �'� HG MI JCL RECOMMENDED BY: DATE: e ITY OF TDIEPASTWiM CW P.M= %%VM
CONCRETE CURB STAMPED "RIVERSIDE COU HORIZONTAL
CONTRACTOR r„ PLANS P ARED UNDER THE SUPERVISION OF �
�" " """""'_ BENCH MARK T-46--81 RESET 1997" �; , ACCEPTED BY: DATE: Z7
EROSION CONTROL PLAN & STORM WATER POLLUTION PREVENTION PLAN
==A
-jTb
EASTERLY OF THE CENTERLINE OF SR-79 AT W No•2d'7B1 �3
INSPECTOR ALD J. PARKS
THE SOUTHWESTERLY CORNER OF THE BRIDGE • tZ_�_a *m JAME AN II ATE. O Dzb10EPUTY DIRECTOR OF PUBLIC WORKS EROSION CONTROL PLANS
OVER SANTA GERTRUDES CREEK; 4.5' VERTICAL C LANE T.
DATE coMPLETEn NORTHERLY OF THE SOUTHERLY SIDE OF THE �, Civil.. . . HARVESTON APARTMENTS, PA02-0698
CONCRETE SIDEWALK. NONE f CF R.C. NO. 28781 EXPIRES: 12-31-06 R.C.E. NO. 19744 EXPIRES: 9--30--05 ',f..:.ice.: ..
ELEVATION = 1097.163 °'• TRACT NO. 29639-1, LOT 6
SHEET 3 OF 3 ,�