HomeMy WebLinkAboutTract Map 30264-4 Lot 47-50 Precise Grading GRADING NOTES
41 CITY OF TEMECULA 1, ALL GRADINGF TO THE GRADING, EROSION
SEDIMENTI , IF APPLICABLE. TO THE STATE WATER
PRECISE GRADING PLAN Z' 12" MIN. ABOVE PAD ELEV. CONTROLRESOURCES BOARD NPDES GENERAL PERMIT FOR C .
ROUND OFF TOP
REDHAWK PKWY MODELS FOR STONEBRIAR2. BUILDING 1 L MINIMUM 1 1NAGE
P/L 5' SWALES SHALL BE A MINIMUM OF ' DEEP AND BE CONSTRUCTED A MINIMUMF '
AWAY FROM THE TOP OF GRADED SLOPES. FINISHL Y MOM ALL
EXTERIORTRm 302644 LOTS 47=50 T NOT LESS THAN 1W PER FOOT FOR A MINIMUM .
WOLF YROAD 3. AXI T LL SLOPES :1.
® T� RAN5ARYARD
SLOPES GREATER VERTICAL HEIGHT CONCRETE BROW IT I T Y 1
PROJECT SITE,� a AS APPLICABLEa
SECTION A-A STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
TR OVER LIDJ ' 1 L HEIGHT T ADJACENT T A T DIRECT
® NO SCALE SURFACETOP OF SLOPES.
r9 P/L , 1 SUPERVISION F I I ENGINEER,
RAINBOWROADre 17 LOG ,.
TAIL DR. _ 5 MIN, 5 MIN. IL I ENGINEERING F T ALL FILLS HAVE
rs
�\ is 36 MUDSILL LY C I L COMPACTION
VICINITY MAP
s 3� e�/�, 'j FILLS OVER 1
C r4 GtJ 3' MINS 2' MIN. 2' MIN. a1' MIN.
NOT TO SCALE l 3 37 34 UPPER PAD
7 FINISHED MUDSILL • I CIVIL ISUBMITT I FWORKS
r3 3 zr N. SURFACE T I CERTIFICATION I I
3 r2 �r 3U 33 22 a .D -- LOWER PAD C I T ISSUANCEL F F CUT
� v THE
I 2 a 3s 32 6"MiN ® : t I T a GRADE,
ELEVATION AND I
FILL SLOPES.
PAVING NOTES SCALE: ,� m ' 9 rr U 3 � z3
r 40 2% MSN .
7. L COMPACTION UI F ALL 20% MAX. F T.
1. MINIMUM PARKING LOT GRADE SHALL BE 1 .00 z4
MAPLE DR. 4r 30 2% MIN.
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. M zs 20% MAX. I I C C F
THE
4s 4S 44 4z 29 SLOPE VARIES • PRELIMINARY IL I T Y CII ILENGINEERING
4 z� SECTION B-B 2:1 MAx. Y 1 F L T .,
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE ` " 3 NO SCALE
SUBMITTED T aTHE PUBLIC T IC INCLUDE F
SURFACES PRIOR TO PLACEMENT OF PAVING. s 2�
27 DESIGNC C T GRADING HAS BEEN DONE I
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN _ 5' MIN P I F C F I Y IL T.
FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT MUDSILL CONTRACTOR THE FY C T T LEAST 4 I
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER 3' MIN. 2' MIN. FINISHED SURFACE REQUESTINGADVANCE I T GRADE AND DRAINAGE INSPECTION. THISI C
SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, MUST BE APPROVED PRIORTO BUILDINGI CLEARANCE FOR EACHLOT.
39, AND 94 OF THE STATE STANDARD SPECIFICATIONS.
5, THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULAA --E LI T , ( 1 11
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR . ® 6"MIN• SLOPE VARIES
ALL WORK WITHIN CITY RIGHT-OF-WAY. -I- 2:1 MAX. 1 UT LL L LL I I
a ' ON AND
SEDIMENT CONTROLSTO PROTECT THE SLOPEFROM EROSIONINSTABILITY DU I
6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF HIGH POINT = PAD THE GRADING
PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT ELEV. - 0.22 2% MIN,
BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. A 20% MAX. M'IN 11. POST-GRADING LL INCLUDE, T T I , INSTALLING,
APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATIONF
IN
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PJLI I T APPROVAL L 1SLOPES
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING HIGH I MODEL TYPE SECTION C®C OVER , I VERTICAL HEIGHT LL T IRRIGATION C
ELEVATION-0.2'
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING POINT = PAD N 1 2�
ELEVATION-o.2° MIN. A MAX. NO SCALE FLOW PREVENTION DEVICES PER THE U.P.C.
OF CONSTRUCTION AT (909) 694-6411. P/L® ;r, LOT NUMBER
�:i ® z DEEPENED FOOTING N1 ELEVATION TYPE
8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 C,4 PER PLAN
1 . IL CI UNTILGROUND
BEEN CLEARED F WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS
MATERIAL.
I
PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION FINISH FLOOR ELEVATION35 (o.Ss' ABOVE PAD ELEVATION) LI I CC IC I , TERRAIN
AND A PLACEMENT OF ASPHALT PAVING. 5 5' N ' 3CR PAD ELEVATION BE CLEARED, KEYED, INTO L IL SUPPORT.
M . 5MIN. =1066.68 I CIVILENGINEER, IL I ENGINEERING SHALL APPROVE
9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE PAD ELEVATION AIN. MIN. PAD ELEVATION PAD=1068.30
SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER
PLACEMENT14. FFILL.
AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN C C 4' MI
CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 1 . TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
LENGTH OF DEEPENED 60 ARE INSTALLED. IMPLEMENTED TO PROTECT ADJOINING
10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE z FOOTING (D.F.) LEGEND AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDINGDURING
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR Bk AB ENHANCED ELEVATION ER GRADING OPERATIONS.
TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE PER PLAN PROPERTY LINE FS FINISHU F C T NO.
METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY
DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS RETAINING WALL, T T F 1200.1 1 DUST LL C Y Y IENGINEER.
SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALLP� WHEN REQUIRED, °®�
PA BY SEPARATE PERMIT K=1068.3aFL FLOW LINE ELEVATION T Y 1 , STABILITY CALCULATIONSFACTOR-OF-SAFETY OF AT LEAST ONE AND
BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS o® x �o
YV I INVERT (1® E SUBMITTED T E PUBLIC T Y
OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF R/
GARAGE FINISH FLOOR ELEVATION REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERINGL I T FOR CUT AND
PUBLIC WORKS.
RIGHT-OF-WAY FF FINISHRETAINING WALL FILL SLOPES ' IN VER11CAL HEIGHT.
11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION CUR® FINISHGFF GARAGE XI
S11NG CONTOURS
203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS 16. A REGISTEREDCIVIL ENGINEER OR LICENSEDY IT CERTIFICATION
CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. TYPICAL SIDE YARD DRAINAGE 1 ELEVATION
MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES F.L C F BUILDING ELEVATIONS
ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A NO SCALE TYPICAL LOT FOOTINGDEEPENED ELEVATION (WITH RESPECT
TLI IF
BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. ED REAR RESPECT ADJACENT CI I LDISTANCE
NO SCALE J U GIVEN.ELE-� T E R V C 1 . EROSION AND SEDIMENT L; THE PERMITTEEI Y THE REQUIREMENTS
HYDRANTFIRE IN THE CITYF TEMECULA GRADING, EROSION AND SEDIMENT
L
ER C I I ® T PROJECT. INCLUDING
T RIGHTADHERENCETT IT S a I
APPLICABLE.
FOOTING TO BE DEEPENED ' CONSTRUCTION NOTES QTYT F ESL !
NUMBER L 1 . I I T UDURINGRAINY
20' p® (D 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL 63 TONS 3 DETAIL
TILNO OBSTRUCTION OF FLOOD
SHOWN
�-LENGTH OF PLAINSL C LL PERMITTED.
�. ®c .
F T � CONCRETE SIDEWALK PER STD. DWG. NO. 401. SEE LANDSCAPE 380 SF 1 P LY I I T
DEEPENED FOOTING (D.F.) ARCHITECTS PLAN FOR ADDITIONAL INFORMATION COMMENCEMENT CONSTRUCTION/GRADING.
00 br-10 Vi 00
4" PVC SCHEDULE 40 DRAIN PIPE 465 LF
PERMITTEETHE OBTAIN ENCROACHMENT IT i T YWITHIN
F.F. ELEV. 4O 4" AREA DRAIN 12 EA. NOTICE TO CONTRACTORS PUBLIC RIGHT-OF-WAY.
VARIES, 6" MIN. TO 6" AC DIKE PER STD DWG No. 214 272 LF
CONTRACTOR T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYAGENTS DOES
6" + EXTRA DEPTH FOOTING . ' 6O SIDEWALK UNDERDRAIN PER DETAIL SHEET 2 6 EA ! i U I C C C F J T, I L i 1° APPLICANT
AND F I LINEER FROM THE Y CI 1 RESPONSIBILITY T CORREC11ON OF
1
PAD ELEV. PER PLAN, MAX. 1 . CONCRETE WHEEL STOP 5 EA F s I
REQUIREMENT LY CONTINUOUSLYY ERRORS OR
OMISSIONS DISCOVERED
I CONSTRUCTION. REQUEST,
. AND T I T L ! a AT CT I L REVISIONS PROMPTLY SUBMITTED T CITY ENGINEER
I ' I , I I Y V L
9�
12" MIN. AND ALL LIABILITY, REAL a I CPERFORMANCE
qX WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISINGISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY
F THE OWNER OR ENGINEER. ANYC C TATE OR FEDERAL AGENCIES REGULATINGPROVISIONS
STATE THE
NOTE: THE EXPOSED PORTION OF THE DEEPENED FOOTING FEDERAL I C U REGULATIONS.
SHALL BE FORMED. CONTRACT LOPER CII I TOBLE FOR Y 1 IIIAPPROPRIATEI .
CLEARANCES FROM THESE TYP. EXTRA DEPTH FOOTING PLAN UNDERGROUND STRUCTURES NOTIFICATIONS OWNER /'DEVELOPER: C31
N.T.S. EARTHWORK QUANTITY ESTIMATE C)ALL UNDERGROUND U71UTIES OR STRUCTURES EPORTED Y
THE OWNER OR OTHERS LENNAR HOMES -CC-
ILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED IR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIESCI U . 110 E
® APPROXIMATE LOCA71ON AND
T® Y ACCEPTING1 I T T UC X
1
UNDERGROUND SERVICE ALERT TIC.Y. PROCEEDING IPURSUANT THERETOAGREES T U I PHONE: (951)1) 71
EMBANKMENT 200 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR
RESULTING EXISTENCE I CU F LI ( 1 11 : 1) ®
UC T UNDERSIGNED; T
I iCALL: TOLL FREE g95
EXAMINED;INDICATED ON THE PUBLIC RECORDS :
1(800) 227-2600
REPORTED OR SHOWN ON THE CONTRACTOR 1 ENGINEERING INC.C EXAMINED. I ! T
1-800-227-2600 771 Y COURT
Y MEASUREST PROTECTSTRUCTURES BASIS
IMPORT Y OTHER UTILITIES OR STRUCTURESFOUND AT THE SITE. ITSAN SHALL BE THE
DIEGO CA 111
BASISTHE F BEARINGS 8 VALLEY
CONTRACTOR'S RESPONSIBILITYT C 11 APPROVED:
TOTALS 200 C.Y. C.Y. FSTARTING PER P I I I . 1° ® F
Ln
TWO WORKING DAYS BEFORE YOU DIG
0
�
CONSTRUC11ON RECORDY REVISIONS DATE ACC'D
t � OFESS/O' Z all Foreman Inc. E Y:
DEPARTMENTpir CC C CD
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Engineering Surveying•Planning.Landscape Architecture lin
ERIVERSIDE - 1 7 cP Ste. Temecula, Co. 9250T � ZT Th C . o
SE GRADING PLAN n
co
Pr. 9574-9 Fax 2909 Y: IL 'NO. 16526z STAMPED RESET, ILS.E. L CD
J. KS AS SHOWN EXP. 6-30-07FROM POST OFFICE AT TEMECULA 29 N.E. OF THE DEPUTY DIRECTOR OF PUBLIC WORKS MODEL SITE
INSPECTOR 9.
PAVED ROAD 5' N.W. F TEL. POLE NO. 6295, C.W.T . c
VER�CT a STANDPIPE. L V. 1039.378
C/V r �� , DOERGES DATE:
®ATE COMPLETE® 3® O7 LOTS°F cAL�Fa R•C.E.N�. 16 26 EXP. BATE 6®3O®�7 R.C.E, N®• 197 EXPIRES 9 4-7® ® BHT. � ®F 2`0 o
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/ 1094.12
1093 67 TC 1094,68 1094.27 1094.70 1094 36 1094.45
® $" SEWER _TC FL RIM. L FL TIC 5.12
� f /�� MAPE DRI h
16to 17 18
Lu
93.52 01 93.84 1094.31 r -
// 1093.67 01093.97 FL. �- TC 11' 94.16 1094.80 ,ri >-
- N - FL.- - __ - - 1094.64 - - FL.
00 -
/ TC r� o TC 8" WATER 0 1► 93.86 o FL. T TC p `� FL.
-i - il- -- � L. --I- - - U - 1Y2" MIN. INSTALL POLYETHYLENE PLASTIC JOINT
® `o C) ° v v 94. 1094.98 COVER MATERIAL "QUICK JOINT" OR EQUIVALENT
FL. TC
--- - I
wi
94 94.05 4.09 9 .23 94.37 94.95 ��--
S S � FS 94.60 _ ° � I ,
4.17 94.23 94 85 9
.�.' 95.17
S ® . A
9 3.9. y, 7
PW7 I'S
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95.20
FS. >,
:G.
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9 = �
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F.G.
. - - FS�0 94.92 �F GFF=1096.38
s SECTION B-B 95.i � 95.4
93.10 a L' FL NO SCALE
FG, F : -` FL,
TC �' F G�F=1096.08 9 FL' 6; GF =1096.78
93.4 95.30 `ter ® 95.20TG. FG - 0.6'
F.G. F.S. 95. `� OF 95.9 0.i .0' 94.221N DF, 95.55TG.
FG. DF 94.981NV
95.10TG. 10 00 95.50TG. 93' ® 1
� = 2 94.031N . 20 0.0' fi=r 94.7311 V.
WOO 95.65 2.0% o vi 9
DF. C65
84.5' @ 1% 95.30TG o® ® .
95.18
F.S. ( 6 � 0 0 94.701NV ii
F.S. 0 DF. 94.301NV 8 30 93' ® 1% 6.0' 6' 4'
PLAN 2CR 101' {a? 1% z PLAN 1B , z SIDEWALK INSTALL REMOVABLE PLUG
FF=1096.88 6.0 50 FL OF PIPE 1 f2 6m
FF=1096.58 A O VE G1 RR 2�
PAD-1096.0 s. PAD=1096.3 ®,Q' LAU ABOVE GUTTE
101'®1% DF, PLAN 3A 0.0' INV. ELEV. PER
92. 3 PARKING LOT 1 0� I 96.0 G 4.5' {� - FF=1097.2 DF PAD=1097. PLAN 4 PVC
95.3 95.71T 1� . 8 M ® °
giTC PAD=1095.7 FL. FG U_ 94.701NV :. - PAD=1096.7
A.C.-� 96.0 3 96.00TG 96.7 B 4„x4„x4>,
TEE
Cla0 1 9' TYP. o : ,.. - D
,
FG
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GUTTERREDUCER
G< :�_ :•�G ,: 9513iNV FG. 96. OTG CURB AN � L3%4"
1 a 24 18 5.441N „
12' 9
'.= 3 MIN. 4 ELEVATION
�9 :�:Qt ! :� �:= (SCHEDULE 40)
9 5.76 3 :5f} r. $` ` '`
NO SCALE
E
c�
F.TS.
J.g
F.S. 96.3
:801
: .3:_:
P
'-9
v� €i3'
SIDEWALK U
NDE
•:�.�- . RDRA
IN DETAIL
�9`
7
96.68 _ -fL:.�.;�.-:- -
� �O• �;, - �� ;/� NO SCALE
E F.S.
X2.54 % 96.90
�C �t 96.80 F.G.
95.10 / 0 )- F.G.
94.10 F.G.
F.G.
92.80
F.G.
CONSTRUCTION NOTES
(J 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL
92.43 ��, 94.20
�.`_J CONCRETE SIDEWALK PER STD. DWG. NO. 401. SEE LANDSCAPE
TC 93.29 TC ARCHITECT'S PLAN FOR ADDITIONAL INFORMATION
92.53 TC 3 4" PVC SCHEDULE 40 DRAIN PIPE
i TC 4 4" AREA DRAIN
5 6" AC DIKE PER STD DWG No. 214
IEK DR4 SIDEWALK UNDERDRAIN PER DETAIL HEREON
WOLF O CONCRETE WHEEL STOP
8� 12" HIGH LETTERING STATING "NO PARKING"
9� 12" HIGH LETTERING STATING "VAN ACCESSIBLE"
10 ADA COMPLIANT HANDRAIL, BOTH SIDES 01
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UNDERGROUND SERVICE ALERT OWNER:
LENNAR HOMES ®' 20' 40' 60' 80'
CALL: TOLL FREE 40980 COUNTY CENTER DRIVE, STE. 110
BUILDING AND SAFETY
1-600-227-2600
TEMECULA, CA. 92591 SCALE: 1 " = 20' o
REVIEWED FOR ".
ITH TITLE 24
PHONE: (951 ) 719-3420
DISABLEDACCESSIBILITY Y
FAX: (951 ) 296-6495 f
TWO WORKING DAYS BEFORE YOU DIG E
CO-
CONSTRUCTION RECORD DATE BY RE%ASIONS DATE 8
D BENCHMARK SCALE ® 4® FESS/0 all Foreman, Inc. BY. . v Drawing o.
CONTRACTOR �Qw¢4, Rc� �,, Engineering Surveying•Planning.Landscape Architecture T =o
HORIZONTALe. � � Th Ci : 200 Temecula, C®. 92590 =o
N0. 16526 Phn. 951 4-9 Fax. 951 gel Y: V�5 PRECISE GRADING PLAN
o oo
INSPECTOR P EPA D
T 1 La EXP. 6-30-07 r� J.
* DIRECTOR LO ,Y' ��� 9
VERTICZ � �� _ - �f T ®2f>4®4 a
CIV 1� ¢�' FRED W. DOERGES DATE: \ z
��r 1989 o, 0,a
®s4T£ COMPLETED a� cAL�� R,O.E.No. 16526 EXP. DATE 6-3007 o, ' I 7 0 L m �, o
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