HomeMy WebLinkAboutLot 14 PreciseGrading r
.. GRADING NOTES
EROSION CONTROL NOT
- CITYOFTENIECULA 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER
1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS. DURING THE RAINY SEASON
`�- 339 AS AMENDED BY ORDINANCE 99�-23.
FROM OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH .
Q
GRADING. m �` 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17'. DRAINAGE SWALES
SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM TOP
2. IN CASE OF EMERGENCY CALL: TROY WOO
of cuT aR FILL SLOPES.
24 HOUR PHONE: (951) 372-8510PRECISE GRADING PLAIN TR 293051
9
PORTION OF RANCHO REDHAWK PkVN
3. MAXIMUM CUT AND FILL SLOPE = 2:1.
� .
3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT �• q
ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED BY THE ► HI H BERM OR E DIVALENT ALONG THE TOP OF ALL FILL
WORK REQUIRED IS IN ACCORD �. PROVIDE 5 WIDE BY 1 G Q
DEPARTMENT OF PUBLIC WORKS).
� WOLF VALLEY ROAD SLOPES OVER 5 HIGH.
4. EQUIPMENT AND WORKERS FOR
EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL I _.- PROJECT' SITS NE UNDER THE OBSERVATION OF A COMPETENT SOIL
rte` -� ` C� �►. ALL GRADING SHALL BE a
TIMES S DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON fir' '�N ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO
SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
I k SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP.
aF TEMPOf�ARY DEVICES WHEN RAIN IS IMMINENT. I I
1 t N 381.2 41 E
; I� . 80 A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT
UT THE APPROVAL OF THE _____ ___.
R MODIFIED WITHa �
D a r �_�_. _ _�w r..� _�_.E..._ . _ _�.�.. ..,. Y__p. __, _
5. DEVICES SHALL NOT BE MOVE r ��-._w - t - i .#_.�_w._r... ..__�_ . r ; . ..r-_-. , �_ �.Y11-Y -. d RAINBOW CANYON
) qq pp q OF IN
.-3..«Y. A.,...�.,w.....t,._.�.._..�.,_3 .Jw._ I...'.........k.....,.•. �,.ar...,d,,...�....�..A._,_L-.:.._.,.•i......t,.,3-._.........,_....._s.._._..M..,-...k.._,.L.._,...I. I r I
_-� _. _ �_ __ _ PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GR
DEPARTMENT OF PUBLIC WORKS. 4 a_i�� - -,��- r ._ Y_ __ D 18 ,� AD I !
_ g t 411
' i �� m 117 `�` �- - a` RO ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
F i 4 ' �" I y } f
a ._ , ; __� AD ELEVATION AND LOCATION
�..w. __ .
r µ + � _ , . .k._ _._..�_ . ._ _.._ __._u�.._._. p.._ . .3a ..�. �._.�7O;�Q CATION SHALL BE TO LINE, GR E,
,� BUILDING PERMIT. CERTIFI
E IN PLACE AT THE END OF EACH 1 4.A. 1.�- r ,,,8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL Bf
_ :�
t -4 w , �J� r''je _._. L� o• 1y k
wj OF CUT AND FILL SLOPES.
WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 4Q a L . r � � �- __� �-� �1 � � VICINITY MAP
�.._ �, �
-, ...«................. r } 3 7�' •,7f .--..w..,,�q +( `„,. -fes •"7 w -.. _. �. :. f t FJ I-r•.„. -. `,-.. rte•• •t
= 5I ,, .¢.-�_. _ _. Std w_8 9 ` B V V NOT TO SCALE SIGNED To HANDLE 10O YR Q STORM FLOWS ALONG TOP OF
i , i 1. T 7• PROVIDE A BROW DITCH, DE
A L BE REMOVED FROM CHECK BERMS, - f " �_� , , � A �
AFTER A RAINSTORM, ALL SILT AND DEBRIS SHL r fi 4� s).- � . ''7N 4 __,e'`� __...... .... _.,s 41.0 - �
f .:�; ..�4.�� y .�y,. el-W CUT SLOPES►
IMILAR DEVICES• __ . .. 4.T_w � _rr ,' ,�� .- ; r �' , _ ;�. =� I .
SILT FENCES DE5ILTING BASINS ANDS __� 1.
:-
I! '.1 ,� .. �� -r ,1 i ;-i: .. ,. t, ., �� , ` _ 0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
THE FACE OF # .z . , �� ,x.* R 100.0, 0 I
GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM f
JI J, r ,.f ,r ,\
8. ^. �� . ` ,^ ".} .- k , FOOT.
1
La--» F�
u�.. rr.h
i' 7: ]t t
F EACH WORK DAY. w j �. .x. __. . ww..� _ :.� ,. .. _... ....._... ......._ . . ...._ .._ .8 €
SLOPE AT THE CONCLUSION O ___�.. a r T--r--r m -` r, y % .._. �
� , .- � � V 1.r Aw _ ., ..._.. .* � y > m -, 9 h M PARKING LOT GRADE 5HALL BE ONE PERCENT
P ,, P , , �`f ,. .1 ,�..i" 1. MINIMU
- :� E _ ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
v
; ..
Y PR CAUTIONS48 t .. I { 1 - .. _6 " t.3a -T; _ � 1�' .
9» THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSAR E r _ �_. __ _�.. _� _ . _ . ,-.. �. f ( a) GEOTECHNICAL STUDY BY PACIFIC SOILS ENGINEERING, INC. DATED
�. _ud �. PRELIMINARY GEOTEC
H r ._ R=1707.00 w .._.. ._ ......,. :.�.�._. _-_.�..�t,t-.....�.. ;fi r ..... ! - �...:4 _
TR 5PASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A
_. _ �. ._ b _€ _ E
...�
TO PREVENT PUBLIC E _._�.�_ _ _. r
i- I
SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL B
I L 243.98 F ' , ..�� , ,.: _ f R RIBBON DRAINS SHALL 8E 0•
HAZARDOUS CONDITION. s _ � r �_� ., I e_ ,;�5 P Lw_ , k� -,"' � � -µ 2. MINIMUM GRADE Fa TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION
...._; f - -� -�: � . ��; °- SUBMITTED
k . /w3 ,v � y b.,. , ,�. f I � PERCENT (D.S ).d - az
�� .._�._. .� - M� :��.�� ,� ,� ���� �;� ;�.- �. � � DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BE
EN
ILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS {j �3 = M tr 4
1 O• DES =_'L_1__111.,_1 £ a° i_.. :� ;w ��J��,Kr 'y/r y rf' f 7
, �.4 � -__Y_� ,�, ,.f �\ , I '._, ..- DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
ARE COMPLETE PER THE ROUGH GRADING PLAN. LA
I z
`, �.- �c,,>(>"x :�.._ - q tkyX :C fir. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL REPORT.
' ° r �.f hr.. Fir} i r} �. = SUBGRADE SURFACES PRIOR To PLACEMENT OF PAVING.
HT TO MAKE CHANGES OR W k _
WORKS RESERVES THE RIG :
11» THE DEPARTMENT OF PUBLIC 10. THE CONTRACTOR SHA
l
I
r � WORKS I t
_,___.�__._.__,_.__ ._..
F PUBLIC IC
t d� {,
PLAN AS DEEMED NECESSARY. ;s =
THIS A � f- � TI EMULSION FOG SEAL 5HALL BE APPLIED NQT PECTI N. THIS
MODIFICATIONS TO _, � 4. ASPHAL C ( ) RE ESTING FINISH LOT GRADE AND DRAINAGE INS a
-w � 1 -. � , _ t HOURS IN ADVANCE QU
I T.-_.x f
g r�-, A ' RT EN 1 DAYS FOLLOWING PLACEMENT OF
_ _.3 c,,,, LESS THAN FOU E INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EROSION CONTROL ONLY. ALL OTHER INFORMATION #- - Fw• �w �KK
12. INFORMATION ON THIS PLAN !S FOR ER A N 0 694 6411
-- ���� � :ryp-tl � �5 .. ASPHALT' SURFACING AND 5HALL BE APPLIED AT A RATE OF E
' - EACH LOT. PHO 9 9)
� ,•w , S •
! SUBJECT TO CHANGE. � _ �_ . . F t
S
I I #_ .1. y. , a � .,, ;._, 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSIONSHALL
f g' �> r
I . �.� �- ��� ��... _w � = ��� %F���.� �� f�` � �.�11 t-i CONFORM TO SECTIONS 37, 39, AND 94 OF THE STAT
{ " � 11. CUT SLOPES EQUAL TO OR GREATER THAN IN VERTICAL HEIGHT AND FILL SLOPES
RE SLOPES PRIOR TO -
13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTU D � � _f tiny I
r l�.,I .� // \ .� ,_�_/ --°" M... ._ _'.. �� 4 y, A I STANDARD SPECIFICATIONS.
, � w._ .. r EQUAL TQ OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
PERMANENT PLANTING. f. _- ._.,_,. R}
,. _ ,� .. � f `>� M- aR GROUND COVER To PR�}TECT THE SLOPE FROM EROSION AND INSTABILITY IN
; � ,� •? ,+�* fir.
� x ,. "try ,,- ,^,� __ _.., I 5. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN WITH CITY DEVELOPMENT CODE SECTION 17.08 PRIOR TO THE APPROVAL
MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BEV _. _ .r
AL BE _` ��,d �� F � k° jh� ACCORDANCE
1�. AREAS SHALL _ . . 1.
� - a .. EXCESS OF TEN PERCENT.
RTI ES �.a.•. _ � = ,'__ , ,' 4, "r '$p ` - �._...._..�___..�.. .�__._. _ ._._.._.__._._._w._.__ OF FINAL INSPECTION*
ES INCLUDING ACCESS TQ NEIGHBORING PROPE ).
AT ALL TIM �., _ a x. ;. ,
MAINTAINED ( y Jf � 1�¢ jf , , ��
I •/ y •,, •F ..r .- �' 'r ice`�,T,. ' P
a r �- 8. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE BEEN
P€ �-- " � :-� �, �:r.,s� - , r 12. No FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
COURSES OR EXISTING STORM �' j-11 � ,
OF NATURAL DRAINAGE � , �-. ti , I :
15. NO OBSTRUCTION OR DISTURBANCE ___.____. I ,J \ Y .e � .,� .. F � .._. , �, I _ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN A RIAL.
6 -- �.� •�.. .� -__ .��� a CLEARED OF WEEDS DEBRIS TOPSOIL, AND OTHER DELETERIOUS MATE,
DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON. UNLESS ADEQUATE ..� � -;p,m : - � �_ :. __R= .�hr . �T� FOR ALL WORK WITHIN CITY '
0 , � � <, r>< _ ., µ .., ENCROACHMENT PERMIT O
.., ... �. t ___.._n......., ._...-,._--- .._..,.I
TEMPORARY PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO -w.... _M- -� -� ,� �� � .Il tiF f RIGHT--OF--WAY T BE PLACED IT MUST BE
/ _W _
RY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR
,.._.. I _._� r---, f y n .. �� \X- .'a,�.� � 13• IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS O
► ..-
.� M i
F
Y
1
ai
1
M
_ _ __ __..._.....___._ __ _ EYED, AND BENCHED TO FIRM NATURAL SAIL FOR FULL SUPPORT*
NATURAL WATER COURSE. �_e_. ___... _.
. .� .�_�.._ __. _ CLEARED, k IN
--. ..w � fi 7. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT
� _ _. •f, a��' ?__ _........ f " PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR To PLACEMENT OF FILL
.._... = � N 69�►� 45 E N 04 47 E
I ,- �-' ,�. P OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE MATERIAL.
16* THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM ._._.. .. �.� w . � , , 28.30 �-
_ . � a _ y 2 *46 I� COMPLETION, AT BASE GRADE COMPLETION AND DURING
�� �� _ � I
STORM w. - . . , -
RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE F I ��...r µ - ww �%^ _
_*.... ._... f__. �- � _ � �.�. � __�. �. �.,.�. _�__...._.....� ,� .� � PLACEMENT OF ASPHALT. GRADING OPERATIONS AND PRIOR TO CONSTRUCTION F PERMANENT
_w ..
...
_, . �.. _. �_.,.�._.� .._�._�_�._�.�.._..� ��_ .�. .� .�_._ . �- 1�. DURING
RUNOFF AREA. STORM RUNOFF FROM ONE AREA �. _ - __ � w_ __.& ._ ...# --_ -
THE U __
RICH SERVES �� .
DRAIN SYSTEM W � _--.-. �.. .. �,.�--.�. � .� ��.._- _ _ . .
P
1I 1 _ _ ...
_ a --�: : _�f;nu��.r. ,.r�. DRAINAGE STRUCTURE. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
5HALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. N 37 5 .25 __m � � �M_
n� �. _
_T. .W _
.. w
�- �._
._ TH
- .�-. .._��� -�-.-._ FOR
_ L
_ ___�.__ .� RESPONSIBLE I B
_ ..�._.M. . �- RES
_ _M� ._ 8 E
...�. TOR 5 RTI S.
1_2c � ,_,�..u_._...�.._�.._�_..._�. �.�. � .�_.w...._�..__�...� ,____w.....�.,.__�w W __ ..__.�._�.....__ �.._.� 8• REVENT PONDING WATER AND DAMAGE To ADJACENT PROPE E
�...., .��... _�:w.�.. __.____.�_______._� __ __�.w�_--��..�.�__._��._..�r .w _.��_��..�,_.�w_..r��__ _�.� _��W_�....... �:.�:� ._ -�:-�::. A� _ .� THE CONTRA P
_.._ . .�.. ;� - _._..___._____. .._.__� w -,�-�_#._ v ___. M._:_ _....__._.__.. _.w_.__...
..w......._..�._ ._._._11._1_1_1.-1 _ M_..
..� ... � - �_�.�,. _.. TION
_. �� �._._ , r - ..�_ �.� CLEARING OF THE PROPOSED WORK AR AND R LOC
t .:. t _ _ ._. ..__,...__._.._.__m..._
THE �_µ -__y_.__ ._.. _. __�
AY RELIEVE - _.__. - a, ��. __....__.-w__�. __-
L IN No W -
F THIS
PLAN SHA L w_.. __.___�..__.. ._.µ...
T 0 S �. ~- -
H REQUIREMENTS ...-___:`��_.. ,.
THE E BE
A C E WITH Q -_...-. � LL
F RM N w _...._..
17, CO ..-w�� w _._ .w_._..___.0._- R TRIER APPROVED METHODS
�_�- �-��... ..-�TM TROLLED BY WATERING a O
CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTY c
._.�..�_..�.e�:....�.�. .��..�._.�..��...__.._.�...��.._�.__....ww.._w_._�.____.�_.�.._.�.._.�...__�,�._.._�._.�....,_.._. �_____w_..-, . AND COST
1�.
ST SHALL BE CON
TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, WOLF VALLEY ROAD -
INFORMED 48 HOURS PRIOR TO THE BEGINNING OF
_ �`�,;� CONSTRUCTION AT '909) 894-6411. 18. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
MEASURES AS ARE NECESSARY TO ..
TAKING SUCH � , ��� . ,. ,�;� �. a�� t�.: y .. .�,� ��� .� v aA
CONSTRUCTING SUCH FACILITIES AND . __. ___.._ __�_m _
CONS ,. v,_.4 � � k_ --� -_-,... ... ..._..,__ ..-..___Y..._�..._.,_._M�..._.__. -+. _ N PROTECTIVE MEASURES AND TEMPORARY
18 � �!! � � LY DURING STORM CONDITIO S
__,.___....[..-,....._�_._....._. _....._.., .... ....-,-.........r....-...
WATER MUD AND EROSION DAMAGE _ : x , Q ,��� ;,�: w -
PREVENT, CONTROL AND ABATE F. .4I .- :r r. �; INE R SHALL ED TO PROTECT ADJOINING PROPERTIES DURING
. 9» A COMPACTION REPORT BY A SOILS ENS E DRAINAGE AND PROVISIONS MUST BE USED
! PROJECT. ��
PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS
CERTIFY 95% COMPACTION OF BASE PRIOR TO CALL FOR GRADING OPERATIONS.
18, SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION CONSTRUCTION NOTES:
SECOND INSPECTION AND PLACEMENT OF ASPHALT PAVING.
�� � 17, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1,,5)
CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL 1 CONSTRUCT TYPE A-�0 CURD AND GUTTER PER CITY STD. 20O
10. COMPACTION TEST 0@SERVATION OF SUBGRADE OR BASE SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WO KS FORSTRUCTION OF SLOPE PES IN 2 TYPE "D" CURB (6" C.F. PER CITY OF TEMECULA STD. 2014CONSTRUCT } DE SHALL BE COORDINATED BY THE CONTRACTOR T AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
FEET OR LESS MEASURED VERTICALLY. / 0 �0 12.0 180 X40 ROCK GRA CU
INCREMENTS OF 25 3 CONSTRUCT A.C. PAVING PER SOILS ENGINEER
CONS R WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR,
V NGINEER AL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION 4 CONSTRUCT PCC PER SOILS E L
A " » PRECEDED BY COMPACTION TESTING. ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT
PRIOR To FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES To ELIMINATE � CONSTRUCT 4 PCC SIDEWALK SCALE: I .� 60'
F DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE
O IPE To MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT T4 ADJACENT
ERt�SION AND THE SILTATIONB PAINT 4 SOLID WHITE PARKING STRIPE
LIMITED TO: TEMPORARY DOWNDRAINS, 11. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
MEAS�JRES MAY INCLUDE, BUT SHALL NOT BEL PAINT SOLID BLUE STRIPES FOR H.C. SPACES AND ACCESS
TE OUTFALL AREAS• 7 SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR SHALL BE GIVEN.
EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED
GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE 8 HANDICAP SYMBOLS APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF
I X 8" THICK CONIC. WITH 0.10 "1i" . H.P. FINISH SURFACE MATERIAL. THE DESIGN SHALL ADHERE TO THE• F PROTECTION SBCH 9 RIBBON GUTTER (410W DE } BASE 19. EROSION CONTROL: ALL GRADED SLOPS SHALL BE PLANTED WITH ROSEA ICE PLANT
RUNGFF CONFINED PONDING AREAS TO DESILT RUNOF ,
INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND 12"X12"X18" DRAIN BOX W TRAFFIC GRATE FROM SAN DIEGO PRECAST CONCRETE PART NO, 1212VF METHODOLOGY SET FORTH IN CHAPTER 600 OF THE AGS AROUND NLE D AT 12" ON CENTERS OR ANOTHE APPROVED GROUND COVER. SLOPES OVER 15 IN
ASSANDB W/
TRAFFIC TOP OF GRATE TILDE THE "R" VALUE PLANTED WITH APPROVED
EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE CONSTRUCT MODIFIED STD. 3t}3 CURB OUTLET HIGHWAY DESIGN MANUAL AND U
1 NS VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL B
CO ,
OF THE TOP OF SLOPES 5HALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL " " A•B• METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN
. AND 8 RB , TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON
AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS.
COMMERCIAL DRIVEWAY PER STD. 207 W/ 8 CONIC T.C. TOP OF CU
ACCORDANCE WITH CAUFORNIA TEST No. 301 AND SMALL BE SLOPES OVER 4
8 ATRIUM GRATE DRAIN ( 0 ) SEE DETAIL SHT.
CENTERS, TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS.
�� Flo FLOW LINE ELEVATION PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER IN VERTICAL HEIGHT 5HALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACkFLOW
20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED �. P.V.C. AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO
PREVENTION DEVICES PER U.P.C., CHAPTER 10.r.
PRIOR TO EXCEEDING 12 FEET TO CUT MEASURED VERTICALLY. 5 8" P.V.C.
FINISHSURFACE APPROVAL BY THE DIRECTOR OF PUBLIC WORKS.F.S.
� P V 20» FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
RECEIVE IMMEDIATE 8
21, CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL REC F.F. FINISH FLOOR
'12. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS X" PER FOOT FOR A MINIMUM OF 3 FEET.
CLEANOUT •
T PROTECT AREAS WHICH C )
GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED �}
OF SECTION 203--8 OF THE CURRENT STAND
HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE 8 HANDICAP RAMP SEE DETAIL SHT, 4 INV. INVERT F PUBLIC WORKS CONSTRUCTION. ASPHALT
SPECIFICATIONS O 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES 9 LANDSCAPE HANDICAP RAMP SEE DETAIL SHT. 4 L.P. LOW POINT
SURFACE COURSE SHALL BE C2-�AR-4000. MINIMUM
MAY INCLUDE BUT SHALL NOT BE LIMITED TOO GRADED DITCHES; BRUSH BARRIERS AND 8" PERFORATED PIPE SEE DETAIL SHT. 4
..�.... TRACT BOUNDARY THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF SHT. 4 �a..� ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES
1 8 ROUND GRATE DRAIN SEE DETAIL .
( � } COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
GRADING. r..v_..,.-. _._., -...._...
,� EXISTING CONTOURS SHALL CONTAIN A BASE COURSE OF B--AR-4000, A MINIMUM
1illillill COPPER WATERLINE
OF 2 INCHES. ..
%400�� ,� THICKNESS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTA RELIEVE THE
EPARTMENT OF PUBLIC WORKS APPROVAL aF PLANS DOES NOT RELIEVE THE 12 X12 DRAIN BOX "TRAFFIC FROM SAN DIEGO PRECAST CONIC. PART N(3. 1212VF OR EQUAL
22. D PROPOSED CONTOURS _., APPLICANT AND H!S ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
DEVELOPER FROM RESPONSIBILITY FOR CORRECTION OF ERROR AND OMISSION 18"X18" DRAIN BOX "TRAFFIC" FROM SAN DIEGO PRECAST CONIC. PART NO. 1818VF OR EQV.
;. ;*. . .. .. w. - ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 0
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS " DIEGO PRECAST CONIC. PART NO. 2424V-24 OR E UA -'` - ' 4" ASPHALT PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER �'
SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS. IIIIIIIIIIIIIIIIIIIIIIII
24 X24 g&I N O "'f RAFFIC FROM SAN
��. �� -� .� _ APPROPRIATE �
IIIIIIIIIIIllIIIIIIIIIIIIII 11 11goll,,,,,Ili,,, ^w0l, - ..1.4 • f.'..4.;i FOR REVIEW AND APPROVAL. 6i
1. .R �a �A ; q 4" BASE
CUT 5295 C*Y* . �y � n
1` + _,,u a
AS 5 OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS -- -
ALL GRADED SLOPE ARE �:
23. , '{ �. -r f ,"� `{ w 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR
SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY FILL 5295 C*Y* ,-
R'; ''ty `. _ ° PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING
0
F TEMECULA INSPECTOR.
�' � `�-���F���` _.�`' ��'� __ �t � V! I NS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE
-�r����-.�lr.: GROUND THE PRO S O I-
24,
� RT" �}{��}�� �} C.Y• ,_ NATURALI� � TAINING THE APPROPRIATE JUTE NETTING, OR EQUIVALENT, SHALL BE INSTALLED ON ALL SLOPES OVER
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OB
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
0 FEET HIGH.TEN (11 ,} y
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS SOURCE OF TOPOGRAPHY: SOIL ENGINEER AND GEOLOGIST. LD06--176GR T
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES aR AGENCIES 2 DQN READ CORPORATION PACIFIC SOILS ENGINEERING, INC. LD06--,PO40GRAND THOSE SHOWN ON THE RECORDSEXAMINED ARE INDICATED WITH THEIR
APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 501 MERCURY LANE 7715 CONVOY COURT LD05w~062GR e
IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND BREA, CA 92821 SAN DIEGO, CA 92111
NOTICE WITH M
PROCEEDING
TING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 094--0411529--9399 (858) 560--1713 L D 1 � `�Underground Service Aleri� CONTRACTOR AGREES THAT HE 5HALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FORTO HOLD UNDERSIGNED HARMLESS► FOR ANY DAMAGES RESUL (714)
ND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT DATE: 12/17/97BUILDING ~ a
IN SAFETY OF UNDERGROUAND SAFETY �.
CONSTRUCTION OF THE PRE�JECT INCLUDING
„ Job SITE CONDITIONS DURING THE CONS► ORDS EXAMINED• LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227--2600 .�
• REQUIREMENT SHALL APPLY CONTINUOUSLY INDICATED ON THE PUBLIC REC
OF ALL PERSONS AND PROPERTY, THAT THIS Eq
CONTRACTOR IS REQUIRED TO TAKE O REVIEWED FOR COMPLIANCE WITH �
Calls TOLL FREE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CO T LLC k
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL WN AND
HO WOLF CREEK DEVELOPEM N , L D ACCESSIB TY ONLY .-�
DEFEND, INDEMNIFY AND FOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURESS TITLE 24 DlSAB E � ,
THE 255 E. RINCON, S 0 I
��1--800 - NCE OF ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. rT SHALL BE AIS OF BEARINGS IS THE CENTERLINE OF PECHANGA PARKWAY (PALA RD.) 2879 � /�.��
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE THE BASIS
CORONA, APROVED BY.
227-2600 FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING O RECORD OF SURVEY BOOK 100,9 PAGE 28, IE N47'45'28"W
CONCERNED BEFORE STARTING WORK.
PER NAME DATE
`nN0 YMO�(IN(� DAYS �EFOR� YOU �IC�
OF THE OWNER OR ENGINEER. 5 ,
• � Drawing a. ��
' BENCHMARK o� s Fl IJ MOV PM OR. RECOMMENDED BY:
ACC'D � � ��,cu� c�. 92�9a D �' '� CITYOF TEMECULADEPARTMENT OF PUBLIC WORKS .
Ca 5TRUCTION RECORD DATE BY REVISIONS DATE SCALE ti
�, Halloorar Inc. PM. 909 676-6726
L /�f .,» .�.. Q FAVI.. 909 699-0896 � �
1 REVISED DRAINAGE PATTERN IN I RIVERSIDE COUNTY 600 82 89 1970
� HORIZONTAL �w � �iP � i�ngineering•Surveying»Punning•landscape Architecture WWW.HFINC.COM /0/4 '`�� 4.., • /NCONTRAC`�OR CLOUDED AREAS. BRASS DISC SET 1 EAST �F CONCRETE POST MARKER � �► ACCEPTED BY. a T�• �IN� �'L.AN -�-� A�R� PARK ..
ROAD � No. T 6526 z RKS
PRECISE GRA N
� � STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA � � ,� DEPUTY DIRECTOR OF PUBLIC WO
1 2 REVISED DRAINAGE OUTLET AS SHOWN EXE►. 6--30 07 PRE BRED BY: . a ..
:r-aiL - FROM POST OFFICE AT TEMECULA 29 N.E. OF T IE _ '1 RONALD J. PARKS
• ••,.
LOWER LEFT w
INSPECTOR •W.T.
l -
INS PAVED ROAD 5 N.W. OF TEL. POLE NO. 8295, C . *
1*71e% REVISE DRAINS RIBBON GUTTER. /G� ' PIPE. ELEV. 1039.378 VERTICAL y�, ,` RSD �l. DO C S ,AT
s.W. of 38 CONCRETE STAND c,vr '• '`' W �� '� I 'I FLAN SHT. 1 OF 4
�a PIIIIIIII . DATE 6-*3C-07 R.C.E. No. 19744r EXPIRES 9 ;LO 07ONO .,�� A
_____ ___ a C p,�,� R.C.E.Na. 1��26X
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm
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APROVED BY:
MATCHLINE SEESHEET 2
M WMWQ DAYS MORE You Div NAM DTE
BENCHMARK 4MI3 NO%PARK OR.
R C RD DATE Y REVISIONS DATE ACC'D �s
CONSTRUCTION E (� B �
o � DrawingNo.
SCALE 4� �04� TEMECULAs M 92590 RECOMMENDED BY. DTE. r�
?A61 o a �� fall & o0an ��a0. PM. 9a9 a7s-9729 DEPARTMENT OF PUBLIC WORKS
�AREVISED DRAIIvACE PATTERN IN !1 a' RIVERSIDE COUNTY 600-62-69 1970 w �o
CONTRACTORULA
� �. � � FAX. 909 e99-0899
CLOUDED AREAS. ' HORIZONTAL ��' 1 � Engineering. Planning Landscape Architecture wWI�.Hi1NC.cUM ' ..
BRASS DISC SET 1 EAST OF CONCRETE PAST MARKER 0 � �� e�refs
STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD �- NO, 1WOOD6326 ACCEPTED BY. o TE. PRECISE GRADING FLAN -�- 6 ACRE PARK
2 EVISED DRAINAGE OUTLET AT cuRe �wey. �
AS SHOWN ,� EXP. 6-3O-�O7 PREPAR DEPUTY DIRECTOR OF PUBLIC WORKS
�OwER .EFT. FROM POST OFFICE AT TEMECULA 29 NwEw OE THERONALD J. PARKS .
INSPECTOR � �, � � : :PAVED ROAD N.ww of TEL. POLE N0. 6298, cww.Tw 3 LOT 14� CF TRACT` 29305--ol �
3 E1/ISED SWAGE CSD NW PL ADDED DROP INLETS C' '�"' .
S«W OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VM11CAL �' .�� D Tis • . % .
3' RIBBON GUTTER REMOVED 3' RIBBON GUTTER j ► Ct V l L aV FRED W DOERGES . '
WCL ' CREEK SPECIFIC PLAN
DATE COMPLETED Op Lo R.C.E.No. 16526 EXPe DATE 830--w07 R•C•E. No. 1974x4 EXPIRES _ ---9�Lt)7 SHT. 3 OF 4FWAY
�
w
i
oil - ND �- REINFORCE PER CONTRACTOR NOTE: PLAY EQUIPMENT AND PROTECTIVE SURFACING SHALL BE INSTALLED BY A CITY APPROVED
COLORED WEARING SURFACE -- REFER TO LOT SLIP DowELs AS REQUIRED CONCRETE BA
SHOP DRAWINGS FOR RESILLENT SURFACING PER GEOTECH, SOILS ENG.'S STRUCTURAL ENGINEERS AND MANUFACTURER APPROVED NPSI CERTIFIED INSTALLER, INSTALLER AND MANUFACTURER TO PROVIDE
' RECOMMENDATIONS* SEE A LETTER TO CITY INDICATING INSTALLATION OF THF PLAYGROUND EQUIPMENT AND SURFACING MEETS THE
SPECIFICATIONS. COLORS TO BE 5v� PEARL INSTALL PER MANUFACTURERS RECaMMENDATIaNS.
'° ° . N F'ACTURER'S SPECIFICATION AND CPSC, NPSI, AND ASTM REQUIREMENTS,
a • • R COMMENDATIONS. CONSTRUCTION PLAN EOR CONCRETE MA U*1 • CODE. 29v AND 5O� RED CODE,O7O . �
• •• s PLAYGROUND POURED—IN—PLACE COLOR AND FINISH NATURAL GREY CONCRETE0
•e • • o �. COLORED WEARING SURFACE -- REFER TO LOT SHOP *
FLOOR SYSTEM AVAILABLE FROM. PAVING. LIGHT BROOM
4
• BASE MAT REFER TO LOT SHOP DRAWINGS 1 2 RAD, TYP. ALL DRAWINGS FOR RESILIENT SURFACING SPECIFICATIONS.
. r 4 '�"".
FOR RESILIENT SURFACING SPECIFICATIONS COAST RECREATION, INC.. CONCRETE EDGESRLFINISH
4. s r 12 COLORS TO BE 5Q 29v) AND
• CONTACT& GREGG ROGERSlift
• .� 5a� RED (CODE: 07a). SLIP DaWELs AS REQUIREDIW_
I- - 1CONCRETE BASE PER MANUFACTURERS 714 619--v10v � EXPANSION JOINT WITH MASTIC TYP. ,
� �, PER GEOTECH. SOILS ENG. S
CURB RECOMMENDATIONS THICKNESS AND F*S. BASE MAT REFER TQ LOT SHOP DRAWINGS FOR 9
RECOMMENDATIONS.
REINFORCING PER GEOTECHNICAL F i CONCRE��E PAVING -- RESILIENT SURFACING SPECIFICATIONS.
TYRE � - RD DETAIL -
ffiw� E.G. f \ /
< � INSTALL PER MANUFACTURERS RECOMMENDATIONS• EXPANSION JOINT �TYP.)
PER STD. No. 204Ar SEE STD. FOR NOTES
SOILS ENGINEER'S RECOMMENDATIONS ,� ��-F, �s�_..--. � .. � . .�. � .,_.� � �.} SEE CONST. INFO. PLAN
r :� ;+3 #r" _¢ ,�,,T ; 4 i t { ? RUBBER SURFACING SHALL ALLOW FOR A TEN (10) FOOTFROM d ,._,.� ' z� ._ FOR COLORS AND FINISHES• 19ftNO scALEFOREST FI BER PLAY AVAIL, ,� A " - E r�_ NATURAL GREY
FOS* ` d . "� x -- RITZ AL FALL HEIGHT& PLAYBOUND POURED IN PLACEe o r r r s r~ b t i +r.rr r t' C, ;�Al ; : � .��- rs. � _ . a
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INV. EL, PER PLAN REVIEWED FOR COMPLIANCE WITH
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DATE Y REVISIONS DATE ACC"D o► REC
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HORIZONTAL �`. �� Engineerings Surveying•Planning•Landscape Architecture WWW.�NC.COM
CONTRACTOR CLOUDED AREAS• STREET PLAN AND ROUGH GRADING PLAN � . f� 8 � „� ..N
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