HomeMy WebLinkAboutTract Map 21818 Lot 1-14, 18-29 Precise Grading t
LEGEND
PROJECT SITE
PAD ELEV.-1Y N11
011> A1TRAC T I I
0000.001 111 N .0 11 1111111111111111
TDP OF BERM TB
FLOW LINE F.L. P 18 18
19 RIVERSIDE Rp��►
t�Grp. PRECISE
���,�ES14.R
HIGH POINT H.P. IS'IV. ��
aur ��tEPT VIN all
5 5 B ��> C 5 C
V01
FINISHED GRADE F.G. MIN I�1ED1MI MIN t�1E� A MIN
A
GARAGE FLOOR GF 0000.0t-1L-T
L [I T > 1 14 N D 18 29
AVENIDA DEI. RIPOSU
PAD ELEVATION PAD 0000.0 z6-4
.� X / RCY RU
FINISHED FLOOR FF 0000.0 ..w
WATER SERVICE W
C:) z z
M� cu �
FIRE HYDRANT `COY ���'MAX 1o� MAX w
DRIVEWAY v -vI RF
Pl ., OJEC r SITE 9 8 7 RD
TYPICAL SIDE YARD DRAINAGE
SLOPE 10
EXTRA DEPTH FOOTING 11 5 ;a
INDICATES AMOUNT OF X
12
EXTRA DEPTH FOOTING PI�UBA
�
LOT Nu,14BER J2
14 13t=
3 2 s�ti�1a�
10' OR 12' T .
-LC
I
INDICATES MODEL B 0 (.I,. � 1U SAN DIEGO
481 1
10.E a 25
w ---�- 29 NOT TO SCALE
�--~~
2 2 3 2 4 26 g
�. �- 2 27 2
MAILBOX --so 12 MIN. 18 20 CIRADING NEITE
TYP. CER. 15 17 g
1. ALL GRADING SHALL CONFORM TO THE: LATEST PROVISION OF THE UNIFORM
BUILDING CODE, AS AMENDED BY ORLtNANCE 93-04
P.C.C. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHAL! BE = I%.
SIDEWALK GUTTER
& 16 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DE--P ANI.'.- Sk.ALL BE
INDEX MAP GUTTER CONSTRUCTED A MINIMUM OF 2' r ROIL; TOPS OF CUT OR F!LL SLOPES.
MAILBOX LOCATION - � �:�
5 MIN. P/L 5 MIN.
3. MAXIMUM CUT F --
SCALES 1' = 300' ILL SLOPES � �.
6 MIN. 6 MIN. DETAIL NO. 1
4, PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALEJT ALONG THE TOP Or ALL
3 MIN. 2 2 3 MIN.
MUDSILL MIN. MIN, MUDSILL C PER C.O.T STD. Na. 605
FILL SLOPES OVER 5' MGH,
--� LATS INCLUDED 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION it A COMPET`-NT
>.
.. •�:d �; .. SOILS ENGINEER WHO SHALL CER'TIF'Y THAT ,ALL FILL HAS 13E�N PROPERLY
--PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALI.. FILLS
°4 .� OVER 1' DEEP.
12' MIN. 12' MIN, 12' MIN, ABOVE PAD ELEV.
r
�
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIF 'FCAT., OF riMPLET.4_j OF R�,:�1GH
2/. MIN. 2=1 MAX. 6' TYP. 2/. MIN. GRADING IN ACCORDANCE WITH Ti IE APPROVED GRADING FLAN PRIOR TC
21% MAX. MIN. 21% MAX.
ISSUANCE OF THE BUILDING PF"RMIT. CER1'YXATION SHALL �E TO LINED
ROUND OFF TDP GRADE, ELEVATION AND LOCATION JF CUT / ` I1_.L SLJPES.
SECTION B B P/L
CONSTRUCTION NOTES & QUANTITY ESTIMATE ,» �� ,
5 7. PROVIDE BROW DITCH, DESICAED TC HANDLE 1 .� Q STORM FLOWS, ALON"
NO.
ITEM QUANTITY UNIT TOP OF CUT SLOPES.
(D SAVCUT & REMOVE EXISTING A/C BERM, INSTALL CONCRETE DRIVE 8. FINAL COMPACTION REPORT WILL B REQUIRED FOR ALL FlI LS GREATER THAN
5' MIN. P/L ONE FOOT, r
APPROACH PER CITY OF TEMECULA STD, NO. 207 26 EA
3' MIN. 2' --• nn 9. ALL GRADING' SHALL BE DONE I14 CRNFORMANCe: wYM ?r.COMMr'jrAT1ONS OF
SEC IIIN A A LOT GRADING (26 LOTS x 15 C.Y./LOT) 390 C.Y. THE PRELIMINARY 3D
MUDSILL MIN. 6, MIN. _ _ .
ILS INVESTIGATION BY,
FOR REAR YARD SLOPES GREATER
a THAN 5' IN VERTICAL HEIGHT T.Wq SETS OF THE FINAL CDmPAuION REPORT SHA!L BE. SUBMITTED TO TH
' ' C'1 S ENGINEERING DEPARTMENT WHHA T -�
..ee i LL INCLUDE FC,trNiH IDN DESIGN RECQ�►�
MENDATIONS AND CFr>TIFICATION THAT GRADING HAS BEEN DONE IN CONFOR A-
.p I
12" MIN. _
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2=1 MAX.
' 6" MIN.
2% MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA E '-N6INEER-,,*
DEPARTMENT, TELEPHONE <909) 694-6411 AT LEAS f 24 HDUKS IN ADVA.�ICE
21% MAX. R -QUESTING FINISH LOT GRADE AND DRAINAGE INSF�IT ECTIO-A. THIS INSPEC-�-
z TION MUST BE APPROVED PRIOR TO BUILDING PERVFINAL INSPECTV--. 1
SECTIEIN C C EACH LOT.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VE:�TICAL HEIGHT AND FILL.
SLOPES EQUAL TO OR GREATER THAN 5' IN \"ERTICAL HEIGHT SHALL 3E
BENCHMARK PLANTED WITH GRASS OR GROUND %OVER 'ji PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR T3
THE APPROVAL OF FINAL INSPEC TON.
COUNTY OF RIVERSIDE B.M NO. T--29-81 �
� 1� � 70
8 '
12. JUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE
INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL. EXTERIOR WA'--S 0,1' NO
N.E ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF $�' --LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W S!o
CORNER OF THE INTERSECTION 1' E OF A 7' CHAIN LINK 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIF;�r.T!ON i1 L:� LDING
F7NCE, 21' X 16' AROUND SO. CALIF. GAS VALVES, 40' N OF ,. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRt D, THE ELEV -
PP (NO.) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA -- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF A'i\4 ELEVA-
ROAD. FIBERGLASS WITNESS POST SET 1 W OF MONUMENT.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS 'REQUIRIE:%THE ACTUAL
DISTANCE ABOVE THE ADJACai GROUND SHALL BE GIVEN.
4 I
ADJ. DATE: 9-13-82 ELEV= 1128.410 A �"'� C 15. EROSION CONTROL-. ALL GRADED SLOPES HA PLANTED T ``
N � � � SHALL BE L � ED CJI H ROSEA ICE
PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLJPES OVER
A 15' IN VERTICAL HEIGHT, IN ADDITION TO GRr"'ND COVER, SHALL BE PLAN--
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUI S
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA--
TIONS, 15' ON CENTERS. SLOPES GE';-'R 1.,1\4 VERTICAL HEIGHT SHALL HAV"'
PERMANENT IRRIGATION SYSTEMS WITP bACKFLOW PREVEK:700N DEVICES PER
Underground Service AlertU.P.C. CHAPTER 10.R.
BUILDER ,
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
GATEWAY ELITE
CALL TOLL FREE 11025 ICE SKATE PLACE 17. APPROVAL OF THESE PLANS BY THE "ITY OR TTS AGEN,rS DOES ,RIOT RELIEVE
1 -800-422-4133 SAN DIEGO, CA. 92125 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILI`rY FUR THE CUR-
ATTN.- OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
ATTN� MR. DENNIS GRADISCHEK TYPICAL OVERALL FOOTPRINT DIMENSIONS RECTREQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
SCALE= 1' =�� TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG .. .;. ... �..D�a 2'�C� L.���- oG' -� �' 3 Q �-O LD98-`093GR
L � o� �' 8 a�
CONSTRUCTION RECORD DATE BY REVISIONS p/��'E ACC'D DEr1Cwl MARK ,� � o
DESIGNED BY DRAWN BY CHECKED BY ,
i' "•p
SCALE 4, r �� DATE: / v Draw,
No.
2•x .99 rL5C / 490 A10L2�G5 � �s.<>.= � �;�...:��;a�k,>� � RECOMMENDED QY. C1 T I OF TEMECULA DEPARTMENT OF PUBLIC WORKS
� � lei � . .. a�
Contractor6•/g• r6C j�OU il�IC�� Gfo5ho Pif 0
HORIZONTAL
Gar 2� Ip s `1`w r, P- s . ACCEPTED BY: DATE: TRACT i` 21818
SEE ABOVE AS SHOWN TECENGME,II $IIc ECO UBLIC WORKSInspector 12•t3.W T6G d IAV. GOT 3,Co,//I l2,l3,21,23*2�� 3 j _, ;Ot7 . /IV--151117t p 8 � - DEPUTY DIRECTOR R pF P ` - P.REC!SE
GRADINGI4 4,IT '116 5 �v, LT 3-Avvev P,��em �Pat) CON&l�.'IIA.47EP RONALD J. PARKS ;-s- PL,�N
VERTICAL LApt�►a+�Nq CIVIL ENGINE R1NaMIL"9191-1
KXTIa+COMM r
.71 @p e�,�sI1�M°s PM X DRIVE, �1 iE 11 518 '�y c•. �'
Dote Completed d . 1ELEMMi 801-876-daft • I7�:2IN • LOTS., 1 7- 14 AND 1
a.° � R.C.E. No. 43982 Expires 6�-30-01 19744 e .
N/A �. � ��.�p �},� �� � .� R.C.E. N o Expires 9--30-01 rr tva��::•"�
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CONSTRUCTION NOTES
0 SAWCUT & REMOVE EXISTING A/C BERM,
.1 SOK INSTALL CONCRETE DRIVE APPROACH PER
EX. 2' CITY OF TEMECULA STD. NO. 207
Underground Service AIert
a ,
r
LV�I�- 2 50 68
CALL TOLL FREE
1 -800-422-4133 TA
IF
LD98- 093GR
Two WORKING DAYS BEFORE YOU DIG
REVISIONS DATE ACC'D BENCH MARK �= DESIGNED BY DRAWN BY CHECKED BY •
AT Y
B
Drvwing o.
CONSTRUCTION RECORD DATESCALE
RECOMMENDED BY0-4.,?q r6v 9;5-V Zo-r6 /9,90,1 0/ fe,941 3116111./ffm I IeN j . ./ .� DATE. 9I 9 �I DEPARTMENT Qt~ I�JBLIC WORKS
`�
mac._ � '✓ Gores eo/24 Z� HORIZONTAL :
Contractor_ _ —.. -�B•� 2 7T' ,�,
ACCEPTED BY: z DATE: � TRACT NO.. 2 Y 818
6./0.9? ree 8611 GOT' 2� 1�• 1„ 40. rNraN.Emmrir. DEPUTY DIRECTOR OF PUBLIC WORKS
o 3 t SH T NI7. 1 )i of 2� CONOUILTAN II: PARKS
Inspector 1213.9 TCG v �- r ,2 �.3 , 2� I SEE EE RONALD J. _
LPRECISE GRADING PLANS
LAND PLANNI NQ CIVIL ENGINEER'�Tl(3.I CJ��T TRl1CT I f]�IRGOHSULlAySfD � ai
VERTICAL 43180 WSINESS PARK DRIVI SUITE 103. EUE�JI. 9 ;...::
• TELEPF Mi 901-678-101A PACSIYILE q04-�17d-23!
R. . No. 43982 Ex Tres 6-30-01 R.C.E. No.19744 ....Expires 9-30.01 °ft�' ie� .: t s
Date CompletedN A , �•���� � ..
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SAWCUT REMOVE EXISTING A/C BEI?M,
INSTALL CONCRETE DRIVE APPRCIACV1 PER
CITY OF TEMECULA STD. NO. 207
Undergmund Servioe Alert
_ SCALE i" 4Vt) 'i F� LD op ZSo G-�V. L�
f
40
20 o 40 so 120
r O�/
CALL WILL FnEE �
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1 3
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�� � �� • •Sim•
GATE
�► '� ECc r�oEr Eo ear: TE: TEM "CULA mi&.0.it
t�1TE E"Y � $ SCJ"�.E .. � �� �
1-11-01ITerG they. LOT Z,7, 8,� tl,t2 25 27 ZS " /.��iq �w
ACCEPTED ter: �►, E) ►TE: 91,-1,0.99 t' . 218141
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12•!3°1°I '1• G 4 G1/� L orT 3 C� I l * I2 ^�M�a, T DMC OR+�PLOW VV
• r � �+� �!'Y • � SEE SHEET�1� A M.PARKS �
v �. � l PL,,IIIIINQ CIVIL NG1I 110111` TI!{ICTI(N �IAA.T/WT r -.L: r PRECISE GRADING PLANS
SHEET3
�/� 43100 PAINESS FARX J511% SUITE �pJ. TE61E(�l1, CA 1 �
•G�� • iC1V110MEt st0f--0ra-1oT0 • � NILE f4�4 -22f • � �-.:.:.
43982 6-30-01 R.C•E.hiV. '•9 i 44 9--30--01LOTOZ3' I wl 2 26owAl Of: 3
• Q.C.E.�. K