HomeMy WebLinkAboutTract Map 21082-1 Lot 1,6-18,22-24 Precise Grading -----
LEGENDB
-— IDA ,
T.C. TOP OF CURB "� E _
AD ELEV. -O. ' AD LE .
INV. INVERT — - -- -- � - �- ' .
Project Site
•F.L. FLOWLINE
P/L Is � P/L � 10• � P/t V ILLAGE GROVE ENCORE
H.P. HIGH POINT To is own
FINISHED . FLOOR A A C C D D ,� CT `
F.F. jTRA
F.S. FINISHED SURFACE I I ` •� NOE 21082 1
L.F. LINEAR FEET .. ` �,• si��
T.G. TOP OF GRATE
G.F. GARAGE FLOOR p cl ADING P A'
P.E.
PAD ELEVATION ,
ON ], AIR RELEASE VALVE
o
. � o
f WATER METER �'` ' P
❑ MAIL BOX
STREET LIGHT
FIRE HYDRANT TYPICAL SIDE YARD DRAINAGE
sstt EXTRA DEPTH FOOTING
� p0. 71062- .
--- - FENCE P/L FFT TR• tiah� Stage
ct'� R E TA FNMG WALL 1 e• Mnr. 12' MIN. ABOVE PAD ELEvftTION p Qy
1 1
8
AREA DRAIN SYSTEM ERoNfmcm 112 MINS s MIN. I s' W
CATCH BASIN ABOVE PAD1pfROUND OFF TOP ¢, To Sort D..4°
BLDG.PAD ELEV. a
O2 CONSTRUCTION NOTE
2•� p
O INDICATES COLOR z D4NVe Vicinit Ma •
SECTION A - A SECTION B - B F - . .�. ,•_«, Y p
22 LOT' NUMBER FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER ~ + +s COURT r
INDICATES MODEL THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGTH
4,Q
UNIT TYPE Q
INDICATES ELEVATION P/L P�
MIN. _ �' MIIV. s' GRADWO NOTES -
1 3- MIN, i I' _MIN. I' MIN._ 3' MIN. _ 3' MIN. _2' MIN.
f 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BaiLDING CODE, CHAPTER TO,
I CIRCLE= AS AMENDED BY ORDINANCE 457.
WJDSILL ' .aDaLr. 6•• m# `R .O RIVE q
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE • 1X.
r 6" MIN. 6' MI}d.� f I r 0 .
a a a . Y 4 3. MAXIMUM CUT OR FILL SLOPES 211.
a x SCALE i '700
x Z �; .A IMA - >, T'` 511 t s • } 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EOU1VALENT ALONG THE TOP OF ALL
2,. 4X , � FILL SLOPES OVER 5 HIGH.
MIN. N4' S. ALL GRAD 1 NG SHALL BE DONE UNDER TME SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SMALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
V p► PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
SECTION C - C SECTION D - D `oN� OVER I ' DEEP. : .
3 -1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
O?
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
T A
140.
ISSUANCE 1OFATHERBUIILDINGTPERM1TT.. CERTOIFICAT OND1SHALLNG LBE TOAN RI0`I�0
paOP' p 0 Ap GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
CAL 1 F O R N 1 A T T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FL ORS, AL&C
TOP OF CUT SLOPE. j
G'R'OUND SURFACE O -
- -- a Ap CH S. FINAL CACT I ON REPORT WILL SE REOV I RED FOR ALL F I LLS GREATER THAfI
ONE FOOT.
9. ALL QUAD I NG SMALL BE DOW IN COWORMANICE KITH RECOWArMATIONS OF
NATIVE SOIL RACKFILL THE PRELIMINARY SOILS INVESTIGATION BY:
90%
---- -_COMPACTION- - - - --- M"
MAP LEIGHTOAi ASSOGIA•TL'S DATED:
TWO SETS of THE F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THEt
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-_
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
DRA1fr PIPE MN. 3" CLEAN 1
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
_ - 6"MM. -- _ -
10. THE CONTRACTOR SMALL NOTIFY THE CITY OF TEMECULA ENGINEERMC
6"MAX SOIL BEDDING DEPARTMENT, TELEPHONE 1909) 694-6411 AT LEAST 24 HOURS IN ADVANCE''
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
SEE STREET IMP. PEARLS FOR
AREA DRAIN BEDDING DETAIL I1• CDT ES EQ AL TO ro GR ATEATER THAN s' 1N VERTICAL MEIHT � PILL
IMP. WITHIN STREET R/W APPROVED BY MESA HOMES DATE. SLOPES EQUAL TO OR GREATER IMAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR SPOU D COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
p 6" FLAT GRATE NDS 50 (GREEN) OR4' 4" WYE AS A'E0L1fRE'D 12. DUST SHALL 8E CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
APPROVED EQUAL IN TURF AREAS I SIDEWALK INSTALL REMOVABLE PLUG 13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
—'� LESS THAN 1/2' PER FOOT FOR A MINIMUM OF 3 FEET.
TOP OF GRATE (T.G.) INVERT OF PIPE 1 /2" ;
-"- - - --- I I 1 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SMALL SUBMIT
ELEV. PER PLAN ABOVE GUTTER FLOWI { I 1 CERTIFICATION OF 6U I LD 1 NG PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
I
V. mm' LINE I ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
' /• BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
a—r— IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
6"MIN. = — -
GIVEN.
-- 1%
15. ERUSIDN CONTROL: ALL GRADED SLOPES MALL BE FLAMED WITH ROSEA ICE
CURB 6 GUTTER 3" P.V.C. (SCH. 40) 4"x4"x4" TEEPLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
CONSTRUCTION NOTES & OUANTITY ESTIMATE 15' I N VERTICAL HE 1 GHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
FOR ADDITIONAL OUTLET (ALT. 3" A.B.S. SDR.-3 "x4" REDUCER
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
ITEM QUANTITY UNT SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
USE BASIN 200 OR 300 NV. ELEV. = GUTTER FLOW No. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
AS REOUIRED LINE • 0.14' PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
NDS BASIN No. 100 OR "
I INSTALL 4" A.B.S. ( SDR-35 I DRAIN 605 L.F. U.P.C. CHAPTER 1 D.R.
2 INSTALL AREA DRAM PER DETAIL HEREON 14 EA. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
APPROVED EQUAL TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
AREA DRAIN DETAIL 3 CURB OUTLET 3) CONNECT TO EXISTING CURB OUTLET PER DETAIL HERE 7 EA, ,
17• NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GRMIIID HAS BEE11 CLEARED
Z CONNECTION D E TA 1 L SAWCUT & REMOVE EXIST. CURB s GUTTER 60 L.F. OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL.
4 CONST. TYPE A-6 CONC. CURB A GUTTER PER CITY OF IIA APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES Icor RELIEVE THE
=-i4p-!L. TEMECULA STD. NO. 200 60 L.F. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
APPROVED BY : ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
'.T CONST, CONC. SIDEWALK IW26'I PER CITY OF TEMECULA APPROBINEER
ATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENG
STD. NO. 401 69 S.F. FOR REVIEW AND APPROVAL.
PLL 6 CONST. CONC. DRIVEWAY APPROACH PER CITY OF TEMECULA 220 SF. AP�PROACWS TO PE DET>:I:1f*:D IN THE MLP O
RAYMOND ooK�TRucI RETWE M
PRINCIPAL EN NEER EXP. 3/31/96, C Y R.C.E. 41880 ' DATE STD. NOW TRACTOR AND PUpLIC WOWSINSPECTOR.
CITY OF TEMECULA 7 INSTALL TRAFFIC BOX. BROOKS MODEL NO. I-RT. J 15 R 3 EA. .
CONCRETE MODEL N0. V-2R OR EQUAL APPROVED BY
r EMWD
OQ�()V ESS/� H E E T
Tr �Fy� CITY OF TEMECULA $
=; A.' �l�bbe� CBelrt,�lliam �st�F6& �sslacrates �
U.iPROFESSI NAL ENGINEERS, PLANNERS a SURVEYORS TRACT NO. 21082 - 1
RCE 43090
lS765 SINGLE
DRIVE SW TE ?SO RANCHO CALIFORNIA CALIFORNIA Y1�90
>k EXP.3131196 "W676 W42
zu
TM UPE SION OF: �93 ROF REVISE PLOTTING OF NOUSE LOT 15 / O1�AwN scAL 3
Iry r ,j r A. C"m AS MM PRECISE GRADING PLAN
'C OF CA`�F( CATE� Sr DESCRIPTION APP'0. DATE DE IGNED JOB NUMBER
ik4 °A� R E V I S 1 0 N S CHECKED DATER LOT I. LOTS 6-I8, LOTS 22-24
MICHAEL A TYL MAN p( E 430 XP 3131.961 CIT .1.� NOV.I�92
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YUKON 303
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GRAPHIC SCALE : 1" = 20'
--- ---- --_- -- _ ID
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60
ROAD ��
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--------- -
CONSTRUCTION NOTES - -------
-------- -----
- APPROVED BY : � /z- 2 - 9'2-
INSTALL
2INSTALL 4" A.B.S. t SDR-35 ) DRAIN
2 INSTALL AREA DRAIN PER DETAIL ON SHT. I - - - -
_ RAYMOND q4KEY R.C.E. 41880 DTE
-
3 CONNECT TO EXIST. CURB 8 GUTTER PER DETAIL ON SHT. I PRINCIPAL E INEER EXP. 3/31/96
CITY OF TEMECULA
1 7 --INSTALL TRAFFIC BOX. BROOKS MODEL NO. I-RT. J 8 R
`.:/ CONCRETE MODEL NO. V-2R OR EQUAL APPROVED BY EMWD
QHOF HIS/py A �1�. Ro bort licin, 97i t tia. un Frost & Assoc�ia tcs C1TY 0774j'All4ol'(Vl,-A
Q Ty y - _
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�, PROF ESS I ONAL ENG I NE ERS,PLANNERS & SURVEYORS ,U ,, , p ,
wZ 28765 SINGLE OAK DRIVE. SUITE 250, TEMECULA, CALIFORNIA 97890
� RCF 43090 Isos, 678-PTOFAX I!091 876--7240
DRAWN SCALE
* UP. 3131 /96 * k>` �► PREPARED UNDER T E SU 'ERVI . 1 N OF :
_ ADEL CASAO t' = 20' , , � � r
�Q e ` DESIGNED JOB NUMBER 17L1.1',C,ISL GRAhl�'�-G- PLA1V OF _
l C1V1
J. Le SAGE 400067
OF CA��FDATE jL l(Q cfZ DATE BY DE.SCR I P1 I ON APP D DATE r�� D,, )
YLMA � r <73090 EXP. 3/31 /96 - _ - - -- _ -_ -- CHECKED DAIS LOTS 1 CSC 22 24
- M I (;HAE � A. R E V 1 S 1 0 N S CITY
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CONSTRUCTION NOTES GRAPHIC SCALE : r 2o•
5
INSTALL 4" A.B.S. ( SDR-35 ) DRAIN +z 7.0p 0 10 20 40 60
2 INSTALL AREA DRAIN PER DETAIL ON SHT.I SLE.. �- I E E 1 /
O CONNECT TO E=t CM a CUTTER PEI! DEP& ON sHr.113. 70
o APPROVED BY : !Y� /Z-2�-'1•z._
4 - CONSTRUCT TYPE A-6 CONC. CURB & GUTTER PER CITY OF TEMECULA STD.NO. 200
l L Z' 'L
' S CONSTRUCT CONC. SIDEWALK (W.6')PER CITY Of TEMECULA STD. N0. 401
RAYMOND Y R.C.E. 41880 DATE
PRINCIPA NEER EXP. 3131/96
6 CONSTRUCT CONC. DRIVEWAY APPROACH PER CITY OF TEMECULA STD. N0. 207
CITY OF TEMECULA
7 INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-RT, J 8 R CONCRETE ]
MODEL NO. V-2R OR EOUAL APPROVED BY EMWD 2�� f�• l y ]to bcr t IIu-1 1 Z, ll'i Z t2a u �`'1"OS t C�i AS5OC2a tE's � CJ 1 � � 014, 1 '14111�LT� Iil,ron, `�
Z m MR. P3
ROFESSIONAL ENGINEERS,F'LANNERS SUFiVEYUFiS TRA
//lI �l/
RCE 43090 �D ze7es SINGLE OAK DR 1 YE. SUITE 250. TE►E CUL A. CALIFORNIA 02'J?0 _ _ l T I A l l N . 2108,? 1
190!' 676-e0 2•FAX 19" 676-7240 /
EXP 3 /31 196 PREPARED UNDER THE SU 'E RV I J OF: DRAWN SCALE
ADEL CASAO F' 20' ��
j
s�ql C(V4` O���Q 1/23/9• RBF REVISE PLOTTING OF HOUSE LOT Am .11413,-TSIGNED JOB NUMBER 17R �J,54 GRADING PLAN OF
F \F J. Le SAGE 400067 --7 C- - /p
OF Ci A1- DATE IZ [4 5L DAI E j t3 1 I Ut SCR I r : LIN At'r' D I Dr` r CHECKED DATE Ll/ I T�71 E) lU
MICHAEL rLMAN R. 0- E . 13090 EXP. 3/31 /96
R E V I S 1 0 N S CITY
J.1 '. -106