HomeMy WebLinkAboutTract Map 22716-1 Lot 2-5 Precise Grading .,
GRADING NOTES •
L ALL GRADING SMALL CONFORM TO TME URIIFORM BUILDING CODE, CHAPTER 70,
AS AMENDED BY ORDINANCE 457.
> . MMVIitMJM I ULMS PAD AND DRAINAGE SWALE SLOPE SHALL BE M.
MAXIMUM CUT OR FiLL SLOPES - 2i
MwvmE 5' WIDE BY F MK;I`I BERM OR EOUVALENT ALONG THE TOP OF ALL FILL
iiLOPES OVER 3' MH,
AL r L GRADING SMALL BE DONE tRYDER THE 3UrERVISION OF A COWE I ENI SOILS �
GINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Pt-ACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER I' DEEP,
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CiTY OF TEMECULA DEPT. OF
"LIC WORKS WRITTCN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE PRECISE __ - GRADING PLAN
/UILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND
01CATION OF CUT / FILL SLOPES,
�IROViDE BROW DITCH , DESIGNED TO MANDLE 100 YR. 0 STORM FLOWS, ALONG '7
OP OF CUT SLOPES,
-�. �INAL COMPAC7M REPORT WILL BE REQUIRED FOR ALL ms GREATER THI4110NE FOOT. -
>r. MLL GRADING SHALL BE DONE IN CONFORMANCE WiTH RECOMMENDATIONS OF THE PRELMIWARi' 7r 14
BOILS INVESTIGATION BY:
1 F^e_lFIG ls•otLS DATED : APMIL- Igft "
TWO
OKS ETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPT. OF PUBLIC
WENCH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION r;
INAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
iMINARY BOILS REPORT.
NX CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA DEPT. OF PUBLIC WORKS. TELEPHONE
6694- 6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 11
! /ORPECTION. T. IS INSPECTION MUST BE APPROVED PRIOR TO FINAL BUILDING PERMIT INSPECTR7R�
AUT SLOPES EQUAL TO OR GREATER ">!!N 0' M4 VERTICAL WEIGHT AND FiLL SLOPES EOUAI I -` , , ". •' `-;'"., '° TOP eOFF1• A.vr•,w,
• e�-
GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE
07 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
it MUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED mE rms. LOTS 2 � 5 J '�� �m 1�SN�D "ME Pw� ~•' ft f�+q
1& GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I^" YAR-0 b` �' CsR�.TCR TM �'
ER FOOT FOR A MINIMUM OF 3 FEET.
K REGISTERED CNLL ENGINEER MALL SUBMIT CERTIFICATION W BURDIM PRD ELEVATIOIE "RE " •L � • R. M'' ,
CIFIC ELEVATIONS AREREOURED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL Qlr►b PNiiJ. yt_
IJGIVEN. IF AN ELEVATION WITH RESPECT TO THE ADJACENT GROUND SURFACE IS REOUiRED, Prole ct Site Ite z•*•""'
E ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
IS__ OOSiON CONTROL . ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA iCE PLANT AT MAX. FWD 0,91-0.30
12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER IS' IN VERTICAL HEIGHT,
9
iZ• WtttJ. �.ro �,•�, o �c
IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES. SHRUBS OR COMBINATION
YHEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TRESS, 20' ON CENTERS, dOMPTNATIONS, Ib' ABY E RqD �L�1/
ON CENTERS. SLOPES OVER WIN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS A •� ��•
WM BACKFLOW DEVICES PER U.P.C. CHAPTER IOP. ��
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FEILD PRIOR TO COMME EmEwl N.T.S. A0 lk
OF ANY CONSTRUCTION/GRADING.
I't!. ANAL OF THESE PLANS BY THE CITY OR iTS AGENTS DOES NOT RELIEVE THE AMU CANT 1Mb y
- IMS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED PROJECT SiTE
VURING CONSTRUCTION. UPON REOUEST , THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPIiLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
A (SEE ABOVE RIGHT) '000IO "%YD
To San Doe"
re>Jac �'�tRn llrcic n 5 4 3 . , c4L n�wsAw 73, ie4mmr ow E�`nan�G
To �E aAtL `A" sera x & 2 1- /T\ .S4A/ BEZA/A emA10 AIERAPIAN
t- l x � Z J Tif��>/.S
Location Ma
p -
- \ raai� t_►o'Mn�.} io T 7 _`` ---_�`� � g a 7 ` 6 i 4 t / tGUZ7
i07 0 �p
® to /2 eco 4/ 47
`
A _ rs
SiO"Apl1 D -i f. tl�o. � CIO
° /4 35 -�
row I _o FG -; i5 a4 3� I3s,g, I
f . . ,F7 - / .���, �, V APIN :a LEGEND
St mD JiGK O 33 I 1S t9 T.S. -- TOP OF S
I
.o Ex-rvA m O\ �7 /G .9B ��ETiPT2� l!n t, !o A* /1 M T.C. TOP OF SLOPE
PMU
zo r9 a s� iNV. INVERT
o G F Et�EV III a p, 3/ of 42 a�4+� Aw t!
Po n rI �� E pr�►TADa � �� �K � � F.L. FLOWLINE
40
�8 Z7 2 t G AO i7 !K 1`•P low / SAW 47 N.P. MGH POINT
i6 �� •► - --- �/ �S n �-hc, F.F. FINISHED FLOOR
Sf•E PLIll1 V �7 e%Awip� S �t j* 48 F.S. FINISHED SURFACE
00 .47
� � N o
S7 SS 0 00 4 y L.F. LINEAR FEET
'f► -p ,t so e G.F. GARAGE FLOOR
AI /Z
RETAINING WALL
�s '� - (E► - 7 // , �rE t/ F.G. FiNiSH GRADE
"Ole7 'd 6 j" sd sZ *0► FiRE HYDRANT
• 5 1S 96 --CSO AIR RELEASE VALVE
TYPICAL LOT GRADING 9 e 5 44a` t s • tits STG.B. GRADE BREAK
7 P.E. PAD ELEVATION
�s D.F. DEEPENED FoonNts
yCy 2 6 ,� �1D !� n :q t,ot
s ¢ s t of uurr'ht -ace
44PICATF-15 to
Ag kA/
o7 AN CLL��lT1011 '1`t'r'G
r'lt�l. 1`:MtIV. I I' 3`
Pap El.��/ITbL!
3'
M rN, s ��' Rh15CD rJR tkwz IIra0.0 RE
F f eLf-VA, 10 F
Ve TN fODT NG rwnwo
Z:I t�,ofEssro CelOty Ttou G- • ' -2 (5A �
BASIS OF BEARINGS ,� 84x. ♦�o & °�
THE BEARINGS SHOWN HEREON ARE BASED QI THE -`e I ' ` - h �% APPROVED 19Y :
CENTERLINE OF RANCHO VISTA ROAD PER PARCEL
AEIi/S/ONS
MAP NO. 22514 AS SHOWN ON A MAP THEREOF d =am - VA "N AO '
RECORDED IN BOOK 145, PAGES 80 THROUGH 85 OF I r
PARCEL MAPS IN THE OFFICE OF THE COUNTY ` • > • 60 C.Y.- CUT DOUGLA M. STEWART R.C.E. 37254
RECORDER OF RIVERSIDE COUNTY, CALIFORNIA,
TYPICAL SiDE YARD SWALES J' ' DEPUTY CITY ENGINEER EXP.6/30/92
� � CITY OF TEMECULA
BEING N69008'00"E. N.Ts- 'IF
ll
BENCH MARK DEVELOPER - OWNER
COUNTY OF RIVERSIDE S.M. NO.
CITY OF TEMECULA SHEET
-29-��'"'t ,: -- - - _ _ -
1�' BRASS DISC IN CONC. CYLINDER LOCATED FRM THE IIITERSLCTI011 �
OF FRONT ST. AND RANCHN.E.O CALIFORNIA ROAD. 1.8 MILES ON RANCHO TAYLOR WOODROW Inc111A1?IcF1'b:S't
r� 'l, c54mciams
PROFESSIONAL ENGINEERS PLANNERS i SURVEYORS TRACT NO. 22716 — 1•
AND IFMARGARITA A ROAD, ' IN THE TEN W. CORNER OF LATHE INTERSECTION X11 , SUITS 1 O
4 9 21 BIRCH STREET • , � Ee�'s SN�IOLE OAK tktrvE,�>tao, rEMEcuu►CA.tt►2s90 _
E. OF A 7' CHAINLINK FENCE, 21' X 16' AROUND SO. CALIF. GAS VALVES _ (7u) 676-8062 i • PRECISE GRADING PLAN 2
t"RE73A FRViSiON OF: CPIAWN SCALE���
40' N. OF P.P. (NO-#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA p�PORt BEACH, CA. 92660 l DESIGNED .Ion N6. /..
ROAD. FIBERLASS WITNESS POST SET 1 M. OF MONUMENT. DATE �r oEat:RrrTroN ��*b, cArc r Eo
. °�",>< � ?"'� . LOTS 2 = 5
ADJ. DATE: 9-13-82 ELEY. : 1128.410 714 182 736:3 , MICHAEL A. YLMA C.E, 430 I REVISIONS CHECKED DATE
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xQ I I TRACT 22715 -•1
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LOT 42 VACANT
NOTE : �.
LOTS 3 4 8 5 ARE CURRENTLY A MODEL SITE
f 41,; PARKING LOT. EXISTING A.C. PAVEMENT, ETC.
TO BE REMOVED AND LOT REGRADED TO NEW
ELEVATION.
UTILITY SERVICE LOCATIONS ARE APPROXIMATE
ONLY. CONTRACTOR TO FIELD LOCATE EXACT
WAPWe, &t*a-E : 1'= 20 HOOK UP POINTS.
Nit
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of
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APPROVED BY
'o ..� �� F' �'!' Bp�P1 •�' DOUGLAS 19. STEWART R.C.E. 37254 DATE
T� DEPUTY CITY ENGINEER EXP.6/30/92 y
CITY OF TEMECULA
A. f CITY OF TEMECULA SHEET
ma ohm - �� TRACT NO. 22716 12
�� PROFESSIONAL ENGINEERS, PLANNERS i SURVEMORS . ,
28765 SINGLE OAK DRIVE, SUITE 230, TEMECULA, CA, 92390 <
+ tp: ��' ON Of. (714) see eeaz -
QI MN►q S C A�� � Z
DATE ■Y DESCRIPTION APrh DATE DESIGNED JOB MUMMER
= LOTS 2 5
_ ?47710
MICHAEL A. TY MAN R . 43090 EXP. 3/31/92 R E V I S 10 N S CHECKED DATE
J.W - 24511
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