HomeMy WebLinkAboutTract Map 29798 Lot 36-39 Precise Grading GRADING NOTES GRADING NOTES (cont. ) PRECISE GRADING PLAN
Q
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALLTRACT NO . 2 LOTS 35=39
jgREDHAWK PKWY(1.0%). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP BE PERMITTED.
AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. '
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FlELD v Q�
3. MAXIMUM CUT AND FILL SLOPE = 2:1 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CITY OF TEMECUL C LIFORNIA �P WOLF VALLEY ROAD
O
4. PROVIDE 5' MADE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT p �
ALL FILL SLOPES OVER 5' HIGH. THE
CORRECTION ECiION OFTHE ANT AND HIS ERRORS OR OMISSIONS DISCOVERED DURINGNEER FROM THE RESPONSIBILITY
BW TY FOR MODEL COMPLEX r f�HgN�q p
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT TR. 29305-1
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PUN REVISIONS SHALL
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL i
PLACED AND WHO SHALL SUBMIT A FlNAL COMPACTION REPORT FOR ALL FILLS RAINBOW CANYON
OVER 1' DEEP. 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR / 35 �-� ROAD
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES �" �� LEGEND
TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED F.S. FINISH SURFACE
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR �--��� VICINITY MAP
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO - 3 ; T.C. TOP OF CURB Y 2:1 SLOPE
BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ANY SITE DISTURBANCES OR GRADING. l F.L. FLOW UNE ELEVATION PAD=1200.1 PAD ELEVATION NO SCALE
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, � � INV. INVERT F.F. FINISH FLOOR
ALONG TOP OF CUT SLOPES. �"p� I T.G. TOP OF GRATE G.F. GARAGE FLOOR
8. FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER
* 1234.0 SURFACE DRAIN esrt ENHANCED ELEVATION
THAN ONE FOOT. 120 MIN, ABOVE PAD ELEV. F.L FLOW UNE ELEVATION * ENHANCED ELEVATION
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE I G.B. GRADE BREAK ---- TRACT BOUNDARY
PRELIMINARY GEOTECHNICAL STUDY BY PACIFIC SOILS ENGINEERING, INC. DATED P� 59 I DEEPENED FOOTING
SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE � �� --0 WATER SERVICE
TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION � so �fjo SEWERSERVICERECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN * 39 * �
DONE IN CONFORMANCE NTH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS ER * �R + STREET LIGHT
REPORT. FOR THAN 5'REAR IN VERTICAL HEIGHT RETAINING
YARD SLOPES GREATER ER � � � � FIRE HYDRANT
10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT s � RETAINING WALL
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE SECTION A-A 13 � T.W. TOP OF WALL
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-6411 NO SCALE I T.F. TOP OF FOOTINGI F '
HIGH POINT
11. WT SLOPES EQUAL TO OR GREATER THAN 50 IN VERTICAL HEIGHT AND � LOT NUMBER 123 %V- PAD ELEVATION-0.3
FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL > �
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM I AREA DRAIN
EROSION AND INSTABILITY IN ACCORDANCE NTH CITY DEVELOPMENT5' RAIN. PA 5' MIN. � , 158.4 MAX K� 15' MIN 12 .2 PAD ELEVATION
CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF NAL INSPECTION. �M
FINAL FL
AAUDSILLDEEPENED FOOTING
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS MII �_ WALLABY Y-_�__�_ P� PSN O�e' PAD=1258.9 FINISH FLOOR ELEVATION
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL �_�-�- �_ � .58 ABOVE PAD ELEVATION)
UPPER PAD _r FINISHED MUDSILL FF=1259.48
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FlLL IS TO BE . 6 MIN. SURFACE ENHANCED ELEVATION
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL � � LOWER PA. . ' tD INDEX MAP, 5' ""�". 3A-R E� GARAGE TYPE
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL ALL � M �
FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5:1 s�MVIN• . SCALE: � = 4O ENHANCED ELEVATION
(207L), MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S 2x MIN. LENGTH OF DEEPENED �$ AREA DRAIN
RECOMMENDATIONS. 21% MAX. 6'MIN.
FOOTING (D.F.) MODEL TYPE
JX MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 1X MAX. (�=12gg,g PROPERTY UNE
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD SECTION 13-13 SLOPE VARIES
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 2:1 MAX. g* ��A�
RETAINING WALL, 6 GARAGE FLOOR ELEVATION
PROPERTIES. NO SCALE � � �� �/2, s� WHEN REQUIRED, SOF �25�6
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ABOVE GUTTER � INSTALL REMOVABLE PLUG BY SEPARATE PERMIT '
FLOWLINE INV.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE FAUST CONTINUE ELEV. PER PUN � 4� PVC
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVEPA � 0 :i /� , 1RIGHT-OF-WAY
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 5' MIN. INV. �y 1 4nx4ax4" SIDEWALK I N -
ADJOINING PROPERTIES DURING GRADING OPERATIONS. AAUDSILL PER PLAN L3'x4'
1-03' MIN. 2' MIN FlNISHED SURFACE CURB AND
3' MIN. PVC REDUCER � od ��
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FlVE (SCHEDULE 40) UNDER SIDEWALK DRAIN
TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ELEVATION
DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN TYPICAL LOT
VERTICAL HEIGHT.
� NO SCALE
� 6 N• SLOPE VARIES N.T.S.
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF �- 2:1 MAX. 40' 40� 40'
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, son 40'
THE ELEVATION (MATH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF INSTALL POLYETHYLENE
AN ELEVATION MATH RESPECT TO ADJACENT GROUND SURFACE IS REWIRED, 1X2 MIN.
THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2X MIN. /1wQuICK
PLASTIC JOINT MATERIAL
21% MAX. MSN COVER JOINT' OR EQUIVALENT
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA SECTION C-C 4
UGROUND ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GRND COVER.
SHAPLLSOVER 15' IN BE PLANTED NTHTICAL HEIGHT, IN ADDITION APPROVED TREES, SHRUBS, OR COMBINATIONO GROUND NO SCALE EARTHWORK QUANTITY ESTIMATE P�N1 � � �n PLANS PLAN4 �
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CUT FILL 9' 6' Y MIN. � � LO�
CENTER; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4' IN VERTICAL
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS NA7H BACKFLOW EXCAVATION 100 C.Y. SECTION B-13
PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. EMBANKMENT 100 C.Y.
OWNER /DEVELOPER: SUBSIDENCEPRIVATE DRAIN NTHROUGH CURB DETAIL MOM-,"
PRIVATE ENGINEERTO S NO710E TH (�OWE 7RACTOR: SHRINKAGE
O SCALE
STANDARD PACIFIC HOMES BUILDING FOOTPRINTS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 255 EAST RINCON ST., SUITE 200 IMPORT/EXPORT
STRUCTURES SHOWN ON THESE PUNS WAS OBTAINED BY A SEARCH OF SCALE 1" = 30�
CORONA, CA 92879-1330
AVAILABLE RECORDTO THE BEST OF R KNOWLEDGE, THERE AREAVAILABLES W NO
TOTALS 100 C.Y. 100 C.Y. SHEET INDEX:
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 909-372-8500
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO NOTIFICATIONS SH. 1 TITLE SHEET AND INDEX MAP
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES SH. 2 PRECISE GRADING PLAN
NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE
OR THE PROTECTION UNDERGROUND STRU�TURESNPSCONSTRUCTION FOLLOWING UTILITIES
� AGENCIES 2
OF AND ANY DA GE TOTHESE LINES OR SIRCIURES. L � UTILITIES � � REPORTED BY THE OWNER OR onHRs WORKING DAYSRIOR TO STARTING OF ECAVATION
LD05-098GR
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED HATH THEIR D
SOILS ENGINEER APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR CITY � �EWU DEPARTMENT OF PUBLIC WORKS (951) 694-6411 � LD05-036GR
UNDERGROUND SERVICE ALERT PROCEEDING MATH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
o
PACIFIC SOILS ENGINEERING INC. � UNDERGROUND�U� HARMLESS 71ES OR STRUCTUANY DAMAGES RES NOT NOT REPOR DLTING TO h1EUNDERSIt�IED; NOT UNDERGROUNDTHE EXISTENCE SERVICE ALERT: 1(800) 227-2600 LD04-263GR
T� � 7715 CONVOY COURT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE NA7H THAT BUILDING AND SAFETY
SAN DIEGO CA 92111 DUE PRECAORTED UTIONARY MSHOWN EASURES�TO PROTDS ECT THE UTILITIESNAOROSTRUC7URES SHOWN AND IS REQUIRED TO TAKE BASIS OF BEARINGS REVIEWED FOR COMPLIANCE NTH
1'�-�7-�� 858-560-1713 TITLE 24 DISABLED ACCESSIBILITY ONLY
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8E THE
858-560-0380 FAX BEING SOUTHEASTERLY UNE OF LOT 9 AS SHOWN ON
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TRACT N0.29305-1 MB, 360/65-78 ASN 52'13'46'W
TWO WORKING DAYS BEFORE YOU DIG CONCERNED BEFORE STARTING WORK. APPROVED:NA� � DATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK � ESS/0 ww�rHall & ForemInc.IIIC
DrawingNo.
SCALE � I* I� , RECOMMENDED BY: DATE: ��
2/04/05 DT EVISED RETAINING WALL AT-LOT 36 Engi�eerirg-Surveying•Planning•Landscape Archledre CITY 0F TEMECULA
DEPARTMENT OF PUBLIC WORKS
CONTRACTOR5/05/05 DT REVISED DRIVEWAY AT LOT 39 ����5 RIVERSIDE COUNTY 600-82-69 1970 �Zp�T� ,�� �c X13 �w � � T��. Co. MW � �
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER " NO. 16526 = ^'". n' ""-"N F"• "' "'-aM ACCEPTED BY: �� � DATE: 4 as 1
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W EXP. 6-30-05 � PREPARED BY: RONALD J. PARKS PRECISE GRADING PLAN �
INSPECTOR FROM POST OFFICE AT 7EMECULA 29' N.E. OF THE * * ! DEPUTY DIRECTOR OF PUBLIC WORKS
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3' � O ✓����" TR. 29798, MODEL PHASE, LOTS 36-39 Q
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �n� ��F ���� offFRED W. DOERGES ung: TI1LE SHEET 2
DATE COMPLETED �F CAI�f R.C.E. No. 16s2 ExP. DATE 6-30-24R.C.E. Na 19744 EXPIRES 9/30/05 ��' SHT. 1 OF 2 Q
J.N. 34003 340032401 05/26/05
I /O
r
r h7
ry 1065.99 #1
I 1 N
+ 064. 5.5 p
PENGUIN
PLACE
� a-
4.
cr„ S£wER 0+6WY n
I w 20
11+So a 1065. 7 TC
1065.25 TC 16 DW'f 1 65.21
a 1064.79 FL a~ WATER �d �, 'e.: �'�`
95 �10�5• 32 1065.45 TC 1065.49 TC
1064' 1064.99 FL 1065.03 FL .6� TC '-
1064.70 TC � C 106"3 cl,
` 1067,33 TF
TC 5.19 O' 0
FS.65- ,
9 s � o
W Fs.65- `� . 4 '�
S
c 5. 9 �,�' �. �, ��` O ,row' 34'
U •
L=17.8
27.67' \
50.00' 5.00' 13-337X31.73 ,t°�• 72.42 T1�1►
Q �.��. 66.02 .- �?� 1.. .� * vQ-0 �� .
6" A.C. DIKE �S. FL • �^ Q Qr 70.47 11�b
I r
PER STD. # 214 0� 66.93 6. % s .
/ P � 2 Fs. 106 N'�'.
F.S. 65.74- .41 70.47 TW
F 4.8� � 7.51 CV �� r t�j 6 O
.0% FS.66.37 � 70� 1 d' ss-40
10 _ TF
FS-66.45 66.1A 70.00
FS-66.07 � ,- %
FL.
ss.8
! - I .\--F.L.65.84 4, GF �067.67 6.4 1 p F INV
Z I FS.66.1 O.fi F 106 A �1 0- w j 70.47 TW
I F1 v 067.77 g I z
41 FL
VA
1 0 ® , Iz 70.47 ,
66.43 1 O 0.
W v ® o- aj ov r�1 DF oh; l s7.
I ( S LD04-255GR Fs. �� IN
a- PR ISE GRADING PLAN z ` �p I p 3 4 66. rG
1086•
40 PARKING OT Q * 39 INV •� v 9 I O
I LO 9 0.2 Z MC
4 N OR DF o. 1 �.
I 41 .� PLA DF � 'j� ► x O
PAD=1067.2 PAD=1067.5 0.0 * §22 PAD=1066.9 6.46 1.0% _ .Oa 67.5 p` �fi� sy I
L. 6 FF'=1068 G * 3 Q�. f1 $46 ` a
I 0.0 CR a ?w
� �-
DF Q PLAN 2
I � I � n
F.S. 66.8 1 V =1057 - Q 6�• ti I N
I •
1 NV PFF=1068.1 a b�0 F I d
I 67'5 F
- FG 67.6 ER
I 2, 1 X MIN 676
FG FG
I
1--32' 0
106 •7 IN
I
1 5 INV MIN C4 I
'0% 1,0%H F.L. v
N
67.09 �- b9 0
I I FLOWLINE A.C. SWALE .S. 67.28 S. 67. 5
I
F.S. 67.1 •
.5. 67.10 2:1 Ob
i o REDWOOD
F.S. b"
66.9 HEADER L=76- ! r .79'
j
REDWOOD - -� ! 4d.46' 1 .60
----16' 67.7
HEADER1
F.G. 00
G - J So. '
65.6
IIt
,S. 66.33 1073.00 TC 1074.69 Tc 107600 Tc 1077.26 TC I
F.S. 65.72 o69.sa TC 1071.11 TC
r Q 067. TC 67.5 WALLABY WAY 1077.63 TC
65.35 0� . - 66.21
°'w F.L. 65.71
o,>
T.C. 65.60 ago o --
F.L. 65.10 J .
LD05-098GR
CONSTRUCTIOhl NQMS A LD05-036GR
04" PVC SDR--35 DRAIN PIPE
LD04-263GR
T SIDEWALK UNDER DRAIN CURB PER DETAIL SHEET 1
(5)4'0 AREA DRAIN
BUILDING AND SAFETY
O' 20' 40' 60' 80' REVIEWED FOR COMPLIANCE WITH
00,01 TITLE 24 DISABLED ACCESSIBILITY ONLY
SCALE: 1 20' APPROVED: .� e
NAM DATE
tAWRGROM SERVICE ALERT DATE BY DATE ACC'D BENCHMARK ■f ESS, Drawing No.
2/04/0 1 REVISED RETAINING WALL AT LOT 36 SCALE ea O ,Hall & Foreman, Inc.lnCRECOMMENDED BY: DATI 4w'I5-
05/05/0! SEE SHEET NO. 1 Engineering.S�Kmft-Planning.Landscape CII I OF TEMECULA DEPARTMENT OF PUBLIC WORKS
TM fREE REVISED DRIVEWAY GRADES LOT 39 (�/���� f+Ol otrTK ,� 43613 Ndp rwk ora. Ton"v116 o■. 9=0
NO. 16526 = Rm. 951 976-4726 FOL 951 999-)m ACCEPT ��
ED BY•
•
1-500-227-2800 As SHOWN � �• 6-ao-os � PREPARED BY: RONALD J. PARKS - -
PRECISE GRADING PLAN
* * � DEPUTY DIRECTOR OF PUBLIC WORKS TRACT No. 2 2
rf � o� FRED W. ,► MODEL PHASE
R.C.E.Ns. 16526 EXP. DATE 0-30--05 R.C.E. No.19744 EXPIRES 9/30/05 1
SHT. 2 OF 2
WORKING DIG F O��\
LOTS 36-39 1
O
J.N. 34003 340032402 MODEL. 05/26/05