HomeMy WebLinkAboutTract Map 21430-1 Lot 1-56 Precise Grading GENERAL NOTES
1. ALL GRADING SHALL Com► TD 7W MrFA4M WrLDIA 6 CME, CHAP" T0,
AS AMEADED BY QRDINANCE BY I57.
P. MINrAtOY BUILDING PAD AAD ORA INA GE SMAL E SL OpF JM L L AF 1Y IF CUT
OW FIL L IS L ESS THAN 10 ?X IF CUT OR FIL L IS GREA TER THAN 10
PRECISE GRADING PLANS . � DRAINAGE SHALES SHALL BE A MINIM! OF 0. 3 DEEP AAD BE CONSTRUCTED
A MINIAIN OF 2 ' FROM THE TOP OF CUT OR FILL SLOPES.
J. MAX, IEN CUT AAD FIL L SL ARES - 2'1.
I. A90VIDE S" MIDE BY 1 ' HIGH BERM OR EOUIVALENT ALOM6 ?W TOP OF ALL
FILL SL ARIES OVER 5 ' Hl&'Y-
TRACT NO 21430 - 1
• S. ALL MADING SHALL BE DOW UwDIER Thi StPERYISIAV OF A CaW1F7ENT
SOIL S EN6IAEER MVO SHAL L CERTIFY THA T AL L FIL L HAS BEEN PROPEAL Y
PLACED AAAI hM SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
RA NCHO CA L IFORNIA . OVER 1 ' DEEP_
Z 6. A REGISTERED CIVIL ENGINEER SMLL SLBMIT TO 775E BUILDING' AAD SAFETY
DEPARTMENT MRI TTEN CERTIFICATION OF COAPL ETION OF ROUGH 6RADING IN
RI VERSIDE COUNTY CAL IFORNIA ACCORDANCEWITH THE APPROVED CATIONS PLAN PRIOR TO THF ISSUANCE OF
,j TI'+!� BUILDING PERMIT. CERTIFICATION SHALL BE TO LIME, GRADE ELEVA-
TIOW AMD L OCA TION OF CUT FIL L SL ODES-
7. CUT SLOPES £OUAL TO OR GREATER THAN S ' IN VERTICAL Afrr&gT AAV FILL
PROJECT SLOPES EUVAL TO OR GREATER THAN 3 ' IN VERTICAL /'+DIGHT SHALL BE
SiTE WITH GRASS OR GROUAD COVER TO PROTECT THE SL OPIE FRAM EROSION AAD
INABILITY IN ACCORDANCE MI TN NCA"ER I57 PRIOR TO THF APPROVAL OF
FINAL 1A PECTION.
S. ME CONTRACTOR SHALL M7TIFY MIFBUILDIM6 AND SAFETY DIEPTRTPIENT
• * • «�S
17105 YMEI ROAD, RANCM CALIFORNIA, TEL EPOALF (714) 676-7730, ACT'
AT LEAST AiXPS IN ADVANCE REOUFSTONG FINISH LOT MADE AND DRAINAGE
INSPECTION THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
.c.t PERMIT FINAL INSPECTION FAR EACH LOT.
•12 9. NO FILL SHALL BE PLACED ON EXISTING AROUND UNTIL 7W GROUi-D HAS
BEEN CLEARED OF HEEDS, DEBRIS, TOPSOIL AAD OTHER DELEUTERIOUS
IgG1 TEROALS_
��- 10. FINAL CaV0AC7I0YV REPORT MILL BE AFOUIRED FOR ALL FILLS GREA fE9 THAN
JS Jt 1 ��•• _ ��i1E -SOILS
11. INVE GANIAN BBY _,�-Q1_L DOW
_TEC O----ICE BA TF J Le _ _� s1A�b/. T O
VICINtTT MAP_ w .>S jo SETS OF FINAL COWACTIAN REPORTS SHALL BE SIA9NITTED TO THE BUILDING
0.- x ILA - AAV SAFETY DEPARTMEmr MWICH ShAL L INCL Li7,E FOLMA TIOW DESIGN RECOM�
ACADA TIONS AMD CER TIFICA TION THAT GRADING HAS BEEN DONE IN COWFAR-
J9 MANCE MITH TME RECOtOfEADT TIONS OF 7W PRELIMINARY SOILS REPORT.
it J7 � II t7 �
JZ. IF STEEP SLOPING TERRAIN OCCfPS 1PaV WHICH FILL IS TO BE PLACED, IT
42 Jo MUST BE CLEARED, KEYED AAV BENCHED INTO FIRM NATN4AL SOILS FAR FULL
SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS
L_HT'Ct ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL_
s� isa t s t tv 13. DLNROUGH GRAPERA 77OMS AAV PRIOR TO _LST10W CF OV
., TDRARUCTLTEORAR DRAINAGE COWTROSHOULD BE
is
tt IDED TO PREVENT PONDIN6 MATER AAV DAMAGE TO ADJACENT PROPERTIES.
ss u i1 11 14. DUST SHALL BE CONTROLLED BY MA TERING OTIV ER APPROVED METHODS.
V+ 15. ALL EXISTING DRAINAGE COURSES OW T#AE PROJECT SITE MUST CONTIA c TO
k T Cc� FUVCTIOW, ESPECIAL L Y DLA9IN6 STORM COLI TIONS- PRO TEC TI V£ MEASURES
I 1 t s s I A s t j 1 AAV T£MpARARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOIN-
ING
t EGEN17 ss a so �� •i .t: 1J PROPERTIES DURING GRADING OPERA TIONS.
C� 16. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST OWE AAD FIVE
T.
C.
rep or
---------------FL OM LINE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS EA 61NEER TO rW BUILDING
AND SAFETY DEPARTMENT FOR CUT AAIB FILL SLOPES OVER 30 ' IN VERTICAL
F. S- ------------------------- INISH IiUJcr-ACG` NORTH EGM NERAL KEARNY R A
F. 6- ------------------------- 17. A FINISH GROUND FGT.
./ • A RE6ISTEHIED CIVIL EM6IAIFER AR LICENSED LAND SURVEYOR SCULL SGI9MI T
E.P- -------------------------EDGE OF PA VEMENT CERTIFICA TION OF BUILDING PAD £LEVA TION. M'ERE SPECIFIC ELEVA TIONS
---TRACT BOUIOARY LOTS 57,58,59,60 & 61 ARE REOUIRED, THE ELEVATIOW (MOTH RESPECT TO MEAN SEAL LEVEL) SHALL
1270 ------------EXISTING CONTOURS SEE MODEL HOME SITE PLAN BE GIVEN IF AN ELEVATION OATH RESPECT TO ADJACENT GROUND SURFACE IS
1170 ------------ INISHED CONTOURS REOVIRED, TNF ACTUAL DISTANCE ABOVE TAIF ADJACENT GROUND SHALL BE
1?. * ----- -----------PAD ELEVATION FOR PRECISE GRADING 61VEN.
J
----------2:1
SLOPE UAL ESS OTHERMISF AV 7FD
---,DA YL O6HT 1.11W
-
e --DETAIL ~ER
? -----------------------SHEET N0. SHOW
----------------------- ROM DITCH
---------S 41VD BAGS
s^wTA SEI-TI"4-1p 15
a .�
/CO L
L
•
BY.
_ BENCHMARK DESC_RI_P_TI_0_1V
_
ESTIMATED EARTH OUANTI TIES ----
ELEVA TION: togs.074 OA?F: 9-13-82
s LEGE CZfARIA►6 AAD 6RLBBII� - ---- LB ACRES RIVERSIDE COUNTY DIESIQVATIOW: T-48-81 STAMPED ON 2 6 1/?' BRASS DIST'
OVEREXCA VA TION AA-n COMPACTION ------- C. Y. — IN CONCRETE MALL FROM TAIF INTfRSECT16W OF RANCHO CALIFORNIA
ROAD AND FRONT STREET 1. 7 MILES N/M ON FRONT STREET - JEFFERSON A W.
OFF--SITE GRADING TO THF INTERSECTION OF JEFFERSON AAV MINCHFS TER (HMY--79), 2. 0 MILES AVE
EXCAVATION ------ ------ /d 3.�0
C. r- ION WINCHESTER ROAD (HMY 79) TO A BRIDGE OVER THF TUCUL OTA CREEK AAV •
EX CA VA T IO T ------------------------- 17 �o C. Y. T.0
Tor pF S�AT� THF SANTA GERTRUDIS CREEKFORK. IN TME S/E MING MALL, 6 ' S/E OF CORNER
SMRIA#(AGE QPX) - - ------ °s° C• Y• OF BRIDGE ABUTMENT 3 ' E OF STEEL 6AU90RTIL, 19 " NOF TELPHONE SERVICE
SN3SIDENCE (.20) ------------------- C. Y. ----- TOP O F CURD RB BO
TOTAL OFF-SITE EA19AAWMENT ---------- C. r• f-�
----- Flow LINE X
- FINISHED SURFACE
F-S
ON SITE SUDIN6-- --------------- F ----- F I N I S M E D FLOOR
EXCA VA TION ------------------------- C. r. f.
Eht9AIWMENT
------------------------- C. r. G.F ----- GARAGE FLOOR AT LIT
SWINKAGE (1?JQ--------------------- C. Y. `-S --- GRADE BREAK
SGQBSIDIENCE (.?O)-------------------- C. r. TOP OF WALL : T�l�S� rt�►N6 K/EltE Ol'�1�1N4 LLY AP1�Jc0 � Rel' . Ci4• 17F /��/
TOTAL AM-SITE 6RADIN6--------------- C. Y_ T op
TOP
EXCAVATION----------------- /53,000 C. Y. T ----- OF FOOTING � AS SNOGt//V A/VGD MOO/f/�0 TO C/T Y' STANOA/c,�S .
TO TA L EM9ANKMENT----------------- Sq,00 0 C- r- M-P --- N I G H POINT I N S W A L E
-------- COt)N1Y 0� RIVERSIDE
FORT---------- --- I ZS,gsO C. Y Top OF 1' MIGM BEAM Cap
T.B ----- DEPARTMENT OF - D � I OF
BLDG. PAD ELEvATION _, c ~ ,
PAD ----- 6UILDING b SAF
TRACT BOUNDARY APPROVED "`r�-'� SrP
---- �,�'
�- ' _� _-� GRADE SWALE (T4INIM.) DATE '?:..Ea`-� / CATE _ a
2:1 SLOPE UIiLElj4 �OTNERII�r AtOr&V
i �/_ d t'I+esa ptsne�Mff not De aemntrued to to �dt een �e be
Underground Service Alert •pry t tor,or an so at,art,,oblation of ert� r-pieret dtHe9ft0�-f vi�tstix�� i
„ j 'T t iu,Or et!a ^mal Of.st) tars. dg
\ / V of tt»pre�dsions of the Mats or cruntr lawn. This s P� �d�e,�u�u-.y
v y, m►at be ieept on the y�til oompietion. ', ba Vrt cn the 1�n J ae'ra'btion. OCT 2 5 SM
'o / �f�"s 30'6/ °
CaW TOLL FREE y Los / n8
_ Trans–Pacific Consultants A^� ® � 97 — o634R ® L -0 9G- 01 - G�
422 4133 ADDED RO ORAS oT 2 •
27447 ENTERPRISE CIRCLE WEST
TEMECULA, CALIFORNIA 92590 REV/SED FO-OTPR�NTS OF LOT �O�/ t/Z6 37 052 / .� ,A
Lo 95
TWO WORKING DAYS BEFORE YOU DtG TEL. (909) 676-7000 5 R ylmo roa7-PR/NTS OF LOTS 32, 34• do 9, I y
CONSTRUCTION RECORD DATE BY REVISI❑NS MT-Lw. ACC'D BENCH MARK SCALE SEAL. o'��:. Designed By Drawn By Checked By Drawing No,
RECOMMENDED EDATE- 11-7b�s CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
iz Er. oar / - o T /. �� E.R.S. . R.L.V. -
Contractor Horizontal 1�
:59. A0E BLo0G BFT t ,.+ i Plans P pared Under Supervision Of _
� r�,$o •' 'T APPROVED BY DATE- •�-r r TRACT- NO. 21430-1
Inspector F<e.12-3t -95 4 Dat e
�7�� AIBOVE AS Sh,�OG�I/V AW _ �� �� • STEM N W. CRESSWELL
IeE'l/ fL�pT�I�/NTS P[.,q�1 -►_..
1VJM,&F�eS'MILL 407-5 E LOT - ve►-t,ant ;s,� C�,�L e RICHARD L. VA DEZ
PRINCIPAL Y'E, �,EeR ' PRECISE GRADING PLAN
�s+9 Sheet Of
MIe Csp44ti .
sNr z s 3 �f�� �,,F, i 2-s i-9s R.c.�. �. 4�i ao Ex LOTS 1• TO 5 6 - 1 3 •
v. Lo S t.3 "Mi �.— R.C.E. No. 48060 Expires Aires /2 •31-95
O •
HI(;M POINT
Z I CU 'H PAD ELEVATION-0 .2'(N I4-) •
JL
PAD ELEVATION M/N Ate.
PAD- (5B.
FF- ' (59. FfVIT�H FLOOR ELEVATION S7�r
�� sr 6 ABOVE PAD ELEVATION , F. -
t7OEt (' MODEL TYPE f Q,+
all
store -
f---PROPERTY LINE p.� !'�• t• _
,A �► a EXIST �
�•e GARAGE FLOOR ELEVATION �►
�gRgGc S7bGP. 3 ~ I- V.C. 604una7w eMNiv" 0" /�LA/V> A r
- M - (ss " M//.J• C VER) \
� z g
�� • RIGHT-OF-NAY
o t MIST,
CUPB
?"YP Gt'�ItRG� 5700/` .SECT/0^J
ez� n-P SecT�on/ R N• T S. � - .
QQ3
vE T. PF,c c/T Y OF rztit. QO L 'LA
TYPICAL LOT ��,�,� �o�E Sr�- o�., � _
•10
NOT TO SCALE 9
P A} �p
56MIN. 51MIN.
MIN. MIN. MIN. MIN. 3 c vaJ 41►�' ' � A - �!\ •'
ooe
OX
WPST. t'
UPPER PAD EXr,ST �' LQ �,� 1A " Ikl. tv
- • a•I+rn. LONER PAD .� e
v
CJA
- �� •. a M
2XMIN. 6• SLOPE VARIES 3 I p /L
21%MAX. 2I MAX. 2%MIN. Q f .W �I�D 8 �'/
• 21XMAX . � �• P'q0 � �' 'p �• f•
TYP . SWALE SECTION • , _ o
' R NOT TO SCALE r �a�= - b e f =41.40 c O
LOTS 57,58,59,60 & 61 •so �- 1 F =-40 ,
SEE MODEL HOME SITE - '� �� J s r� b • '�
S PLN 44- 1\ 4 \ ,
FOR PRECISE GRADING - a
0V h ,0'•'.b -'
�ooy4 s. F =43-50
00 10
IQ49,
T 44 5(.
N 14 / 7.2 •
� lb
uUj
�
G '
f .
34 �- F; 5,4o Pllfl' 3�3-fid cn. s3'°' 1 I FF=3Z00 PAD- 31..8 IR 2 PAD= 37,40 ;
P416, 34. P1 D a0 Ap= X4.90 FF 35.70 �}cn T� pR p= ; 4 . N PPAD=3 L-2D F SD FF 31 P D= 31/0 F, 37,90 ,
• 11 tC�•
34-00 1;r G PA :_35.? O ! FF= 40 F = 36.7 1 ?R A = 37.1A I
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Underground Service Alert t� 97- 00'. 4R
1 Cap: TOLL FREE -
C ® LO 36 -//5 GR
EASEMENT .
_�• L 0 9G - 0?4 GR
1800 Trans-Pacific Consultants � •�o oro tea � - -
40 G)2
422-4133 BAS sCA1-E
27447 ENTERPRISE CIRCLE WEST ,��
TWO WORKING; DAYS BEFORE YOU MG TEMECULA. CALIFORNIA 92590 " _ LOA y!=0
TEL. 909) 676-7000
CONSTRUCTIDN RECDRD DAZE BY REVISIONS pjprTE ACUD BENCH MARK SCALE SLA' Q�°7A���SSioti Designea By Drawn By Checked By CITY
Drawing
co�c.-• for -II V ~r/W/Aj7V-401r QGsgte ;```?' I ���`�'� E.R.S. . R.L.V. RECOMMENDED BYi -__ _ __ DATE= ��-�" _ CIT 1 ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS 9
p101�D CW-WA1•Lor ¢J- /j Ho izor tnk U, L' 0 s
--- -
Z Z!: REv. F=OOT/-1 tiaJTS_Zp75 .�1., -N / Q No 48060 r� i l a p s F r red Under Supervision D f
° - SEff 5HT NO. — �( t APPROVED BY- DATE, �►•j>r TRACT- NO. 21430-1
2
-
I"speetor S?, / e�a4 , oNAnl�Ga r�qn! � - �O . EYp 12 •31 -95 * TEV CRESSWELL
uM�E - t a PRINCIPAL ENGINEER
M� N �s �/7LL LOTS Verticpl CIV RICHARD
RICHARD L VALDEZ � City IVm!q, eer PRECISE GRADING PLAN
9 SEI/ �OT6/ FGbTP uvr a-/l�9r. NIR R.C.E. No. 95060 Expires 12-31.95 R.C.E. ho.�0 Ex ��"`' L 4t - T
AEV.LOT 2 F00TPR/NT 7 / , • Expires /2 -31-95 LOTS�7 TO 56 • 7��
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40
Calk TOLL FREE RO sap LD96 —119GR
qvt1 -800 AMMYM Pet MT. W ��+ � La 90 0?4 C:tlz
fill
Trans—Pacific Consultants ADDED , , o�
422-4133 A YA D IIJAGE ON LST 22 /�07
t _ 27447 ENTERPRISE CIRCLE WEST —
REvfSE'D F oT RINT OF LOT; 3 11, t.26 ,37 7 � !7 � � �' � L 0 95
TWO WORKING DAYS BEFORE YOU MGTEMECULA. CALIFORNIA 92590 � - I
TEL. 909) 676-7000 iR4!5y1,5LD FOO7-PR//yT3' OF �GOI3' .?2,54 A 37 V& eyioe
CONSTRUCTION RECORD DATE BY REVISIONS Ap,-t•E ACC'D BENCH MARK SLA t�_':` �\,' Designed By Drawn By Checked By Drawing
S- SCALE
/ZEv /3LO0. ;`;t {F. E.R.S. . R.L.V. RECOMMENDED B : -_ DATE- "7367 CITY OF T E M E C U L A DEPARTMENT [IF PUBLIC WORKS
FUv7�iel,v75- r
Contractor Horizontal m Plans pared Under Supervision ❑f �.jr
LOTS /, ?,Q, 7, b./S, /O, ?�, ?'T, 'a:
TRACT NO. 21430-1
' f`: �T
' ?7 �s3, 37 J5 . CNFIAIG'e �/ / * APPROVED BY: DATES Y�
Inspector• ` sem ANT. • J / = 4D + a.1 .95 • to[ • STEVE CRESSWELL =L) -
r' PPLOAl NUM/3r� S_ Ll. LO T1 E * �It� - ��� Date S
tc• RI PRINCIPAL ENGINEER
Vertical , .� r , .� CHARD L VALDEz PRECISE GRADING PLAN
• t t-o c,/A/it of 1- 075 C. ��'' For G�fy► En9t�ic�r ,
wee ts�lM 30 24 ZS 26 t7. v
mouton/ �,�,.�2d 39 R/n+ .fir_ N/R - `._ F R.c.E• No. X8060 Eel: 12-s 1.95 R.C.E. >�. 47180 Exp"s �� -s i-'s - LOTS 1. TO. 40 - . 3 of 3
,eEv DoT�9 foo rPR�n rs v qG �� ,.