HomeMy WebLinkAboutLot 6-10, 30 Precise Grading GENERAL NOTES ___,_______.,
1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. c
R�NG �� I RAND
2. APPROVAL OF THESE PLANS BE THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE
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CORRECTION F ERR R R o ROAD P R O J E C T
0 0 S 0 OMISSIONS DISCOVERED DURING CONSTRUCTION. Q
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3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE mmmm� . ��..
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5• A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. w q I � Q -0 PLACE c�
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6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHINIn Cl t y Q a -+
ONE--QUARTER ( 1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6. 30 P•M. AND 6. 30 A.M. , MONDAY THROUGH FRIDAY AND SHALL ONLY � � � � %. � �
Of F rT ecula State of California
ENGAGE I N OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7. a0 A.M. AND 6. 30 P.M. , ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY �- -- --�- - \ •. 01
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SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. _.
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7. THE ISSUANCE OF A PERM I T BY THE CITY DOES NOT IMPLY 0R PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF % I. `� +�-` 1• �_ `'�` `ti 4.` ,.1.+ -t 1. 1.-
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11 . CONSTRUCTION FENCING. A SIX FOOT
CHAIN LINK FENCE f�IS RE UIRED ON LL - % -4•A I NDU TR AL '��•' ,•' ���Q S I AND COMM L I L F Y TEMS ARE ,'` �ti ;ERCIA PROJECTS UNT R00 5 S(6' I. _
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SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR �. 1.I„' t %`1, \ ` ,.`\` ' ;% ,N ♦`\` `11
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12. I T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED ` 11 I , , ,',
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BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY) • _ ►:.,.,` `\% `.,� :l ,:'�`y, t.' \� `:: I 000 .
z `,I. .t `11�. % \ _ \ \��,�N.N%` ♦�." TOP aF CURe
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13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S SCQQMD RULE 403 INCLUDING METHODS APPROVED BY BRADSHAW DR IV
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THE CITY ENGINEER• FLOW LINE E LOT NUMBERTC 11
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14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3} BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE ,,%,-' :,=y.,�\7.~'.:I,%%•t,"'`:�•.••••' HIGH POINT HP 1 A
` ` 4 I UNIT TYPE/ELEVATION
FORM* +
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�``.%�`,%_ ` `�% `'` ._ FINISHED GRADE FG \. j
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING 0R EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. ` N.
` `~'`` 11,��1.-1 1,` I~l ~I l
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•~•` \ FINISHED SURFACE FS
,. `�:;+,. ;ti .� .% '..t\y,y...^.ti ti ` 1: BACKWATER VALVES BW
16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER 0R HIS HER REPRESENTATIVE UPON REQUEST. ti ``, \` \:♦ • .y�.1 , �.�_ `.
- I,•'111y ♦• N. y, . I TOP OF GRATE TG
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`:.\`• i AMOUNT OF EXTRA DEPTH
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•~` % h":.GRADING NOTES -1.111 I.I.N ti: ,::�N ' ,; �.:;`,\. TOP aF FOOTING TF
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1 . ALL GRADING EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SMALL CONFORM �, v~`,; \1`\\,\,•,'\\•,L'tt•``,%,`•\�t 4 ,• \`t\ ;`= 00 G QU
M TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, AND IF � + � •� I
APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES• \�I.11 `.�`` ` \, .'```l`�:••, TOP OF WALL TW
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`'%_ \.y ��.�;,:`�i r.�_:11..: EXTRA DEPTH FOOT I
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2. ALL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS OF' THE SOILS REPORT W.0. 6005-A 1-SC BY GEOSO L L LNC. DATED JUNE LI_ ��.,``` �``�\ %`%,_ I~ ,:`- ti ;`_ �����`�,� TOP aF SLOPE TS
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RETAINING WALL
%
1. `` ``` I GARAGE FLOOR GF 0000.0
♦ 111111111 Ill llllll[::::m
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3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. - --` `,�;�4\ ;` 1�: ,�y�.� �`:~`:���, � I
`.:,w.. .-.- ��. DROP GARAGE •
�- PAD ELEVATION PE 0000.0
4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ( 1 .5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT � I I
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INSPECTOR BY A REG I STEREO CIVIL ENGINEER, SOILS ENGINEER 0R GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30 } I N VERTICAL HEIGHT. \ I PERIMETER FENCE -----�•.__..--...• �----�.- __..._•._.........._....-
I I FINISHED FLOOR FF 0040.0
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 10O-YEAR STORM FLOWS 0R PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES I
OVER THREE FEET 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF Y FROM THE TOP OF SLOPES. - - I I WATER SERVICE Rl FIRE HYDRANT I 111,11111(
C AWA
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6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY •
CONSTRUCTION GRADING ACTIVITY. STOP SIGN INDEX MAP L �■
/
DRIVEWAY
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE E
SCALE: 1"=40' a
PERMITTED. ARCHITECTURALLY ENHANCED * 0
SALE-. I IF, ELEVATION t
� 40 p ..
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO T_
PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. \\.\� ♦•II ., ' o
WDID 9 330357742 ��,�\:`�tiN""...I"�� LOTS I NCS uDED
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9. FILL MATERIAL SHALL NOT BE PLACED QN EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED QF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS ��~\• It-
MATERIAL. IF SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET (5 }, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR N
NATIVE SOIL WITH EIGHTY FIVE PERCENT (85�) WATER SATURATION. , Q ,
6 LATS X 20 CY / LOT = 120 CY OF FILL w
X0.00' 0
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, QR GEaLOGIST WHO SHALL SUBMIT TQ THE 49.00 43.00' 6'
LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ' } IN DEPTH HAVE BEEN PROPERLY PLACED. �
I , A- (woIFS A REGISTERED CIVIL ENGINEER OF THE STATE OF71 D
11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION 951-30-6395 AT LEAST 48 HQ A VANCE RE !JESTING ROUGH LOT CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL m
( } URS IN D Q ,
GRADE AND DRAINAGE INSPECTION• THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LQT. EXISTING UNDERLYING GRADES OBTAINED FROM MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS w �
ROUGH GRADING PLAN (LD02-007GR) . PREVALENT WITHIN THIS SITE WAS MADE BY ME 0R UNDER MY DIRECTION ON o * Q �
12. PRIOR TO RELEASE OF A BUILDING PERMIT A REGISTERED CIVIL EN . ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING to o 0
GINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT r• � � lz
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH INVESTI ATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN to r- � 0
THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND LOCATION OF CUT F LL SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 0
/ I SLOPES
955-48D-DO6 THRU o 10 AND 955-481 -005tv o-
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME QR UNDER MY DIRECTION AND �'
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) N
SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION PLAN 1 PLAN 2 PLAN 3 i
RECOMMENDATION QF THE PRELIMINARY SOILS REPORT. MENTIONED ABOVE. _ � c�
A A 1 A HONA)Cp �� ���t=..: :.; -.�
BEING LOTS 6 THROUGH 10 AND 3a OF TR CT M P NO 24 88, S S We 4eo •, ,,;,,. �,f:as.. ,,\.
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, QR A COMBINATION BY MAP ON FILE IN BOOK 396, PAGES 41 THROUGH 48, IN THE OFFICE y . ; ,_� ", ,,,,,% �,% 1_. ��` TYPICAL FOOTPRINTS
QF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. rj. `; :�'.f I
THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL L� 1' SCALE: 1"=40'
`°
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. �FED } :T. �� , ocn
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15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS QR OTHER OBJECTS WHICH N.-OTE "I � , .1 " .'�-,"� � `;. �'
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CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE THE BEARINGS SHOWN HEREON ARE BASED QN A PORTION OF THE G.E. NO. -,__ .__:.- c)
PLANNING DIRECTOR AT HIS/MER SOLE DISCRETION MAY REQUIRE THE PRPOERTY OWNER TO DEPOSIT A SUM OF MOi�Y IT DEEMS REASONABLY NECESSARY TO CENTERLINE OF BUTTERFILED STAGE ROAD AS SHOWN ON TRACT MAP <
241$8-1 �"I LED I N BOOK 281 , PAGES 24 THROUG i 32 Off' DAPS I N THE I;L/� I o a_
ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY Q�IALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TC YHE CITY, IN _
ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMININGgFFICE OF THE CoJNTY RECtRDER OF RIVERSIDE Cq�JNTY, CALIFgRNIA, DATE
,,-
ORDER THAT THE DISCOVERY I S NOT AN ARCHAEQL.gG I QAL/C�11T�1R'AL. RESn�JRCE, THE � ,, r
PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RE5�IMPTION OF W�JRK. UPQI�J �ETERMINYNG BEING NO4 25 OS W. �'
U
THAT THE DISCOVERY I5 AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER TfiAT NO FURTHER w
_ _ _ NO's ��N�TRUCT I ON I�O�'ES QUAINT�TY �N�T n2007 CBC GRADING NO'S'E; �
0
1 LOT GRADING (6 LOT X 20• C.Y. } 120 C0Y• z
THE ENGINEER MJF RECORD IFAS DETERMINED THAT 0
2 INSTALL 3 PVC DRAIN PIPE (SCHEDULE 40) 98 L.F �
CONSIDERING TIDE SITE CONDITIONS INCLUDING THE 0
OWNER /APPLICANT
, r 3 INSTALL 6" ROUND PLASTIC CATCH BASIN (ND5 101 OR 201 ) WITH GREEN PLANNING ■ DES1GN r CONSTRUCTION SOIL AND CLIMATE. TIE PROPOSED SITE DRAINAGE 2 EA. 1_�
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PLASTIC GRATE (NDS4O)
LENNAR COMMUNITIES SLOPES SMALL BE SATISFACTORY AND DO NOT 0
391 NORTH MAIN STREET 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY QF TEMECULA STD. N0. 303 2 EA. 0
WARRANT THE MORE CONSERVATIVE z
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TEMECULA,CALIFORNIA 92591-4679 951 817-3600REQUIREMENTS1 ,020 S•F•
C ) SPECIFIED BY TME BUILDING CODE. 207 �
951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC ID COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY � �,/ �--- SHEET N0. ,
11-1
SCALE % f E S S l -..__.___.______
Q RECOMMENDED BY• �'C DATE: CTYOFTEMECULA "�
2-1 2" BRASS DISK IN CONC, CYCLIDER �� TCB TCB TCB �- DEPARTMENT OF PUBLIC WORKS 0
/ �0 5 C. �U N
LOCATED FROM THE INTERSECTION OF FRONT ST. HQR I ZONTAL `w Q` V e N
CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA `� , PLANS PREPARED UNDER THE SUPERVISION OF 0
RD, IN THE N.W. CORNER OF THE INTERSECTION � "'�` zo ACCEPTED BY: 0 DATE: 1 of T "-
�, c� r� R� C� PRECISE GRADING PLAN �_
1 E. OFA 7 CHAIN LINK FENCE, 21'X16' AS NOTED Na.fi9069 �► ^" REG; UTLER ��
INSPECTOR AROUND S0, CAL, GAS VALVES, 4Q' N. OF P.P. �° � .A-,_:A ,=- Q
DATE. DIRECTOR OF PUBLIC WORKS / CITY ENGINEER s;" -,.:,=--x=:,i;
(NO.#) 94 N. OF THE CENTERLINE OF RANCHO b I_
CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL cr► C J 1\- THOMAS C. URNS I DE :=• H
PASEO DEL SOL TR 24158 Q
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DATE COMPLETED 1 W. OF MONUMENT. ., l� �d
R.C.E. NO. 69069 �Af. '•:Ies9--- ARROYO - LOTS �J--1 a Ah1D 3
ADJ. DATE 09-13--82 N A DF C A`1 ° °4� OF SHEETS
ELEV. 11 28.41 0 ••
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PAD
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z FF z z z " - o z FL 58.5 \ \
? 57.53 57.79 f HP--FL \ \
? .95 " 57.48 FL FL \
56.95 m 56 � , N � •
TO r se FL \ \
FL `� FL N __ ❑
N 57. 16 ,, � \
. c- I 5 I FL .5-AI !
z4 58.,3 r� cy cS
`- » `- Q 57,6 I 58,0 58,0 O �i FG
oz Q o? N 57,6 4' 11 F FG 4 " 58,3
F"G �► 'c3`
o �o N - log N 4, FG G o _ 58. 19 t3`
FG CD. FG FF-1259.47
M - SAXo N FF=1258.97 '� FL
o v-- FF=1258.67 .2 �0 PE=1258.8
\
.--- I z �. 1 1 � PE=1258.3 1 � \
R W I •1 FF=1258.27 1 I� PE=1258. 1 N m .2 \
• •1" I c° 58,8
PE-1257.6 I .1 z
, o H J FG
� 36
& SETBACK Q o : H gTYPICAL SIDE YARD DRAINAGE � /2C .4
� o cv "' AR � o � � .2 � �
o N 57,9 „� {y 58. 19 1
DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY o �.- o W �e ry F I
r 1 C �. r G 8.4 FL I
: 20' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. I I r .3 I (V i k ,
WHEREI 58,0 '`�
I I Cn Lo 1 F 125$.4 " 8. F G
I In 00 •3
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE I 57,06 FG
56,90 0 o 58,8
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. •5 .5 " In In 5'7,48 FL-GB �� �a
„ N .4 � FG
0 57,1 O FL--GB o i 57.61
N F G $e �'. ` . ." ,�l- 58.5 I
`V FG 57.1 2' GF=1258. 1 p FL-GB
cv " • �'S ry �' 11 HP-FL I
F G 5 1 56.82 r, ,�. off° ►U' c9 ti5
5 F=1257.7 57,7 Lo „t %ag -ca �0 58,4 9
HP-F F G 00 56.83 7,21 21 cv �0
100
56,34 " • " � o � FG .2 � I
�N " �. o �-' V FS � FL-GB �• 1 SP., Z�0
• FL-GB 0 pyo " �n 1 56,58 a � � � o (V 57 6 I
� . o o 56,75 w o p .4 - 7
� �. o � N F S �. r• S .._,�. L G B � cs � FF 1259.4 " I
o .�. N 55,96N 56,34 ,� I,n FS w 57,0 j
� N N N •p N w cn * 28.8 S '� �. 58,4 PE=1258.8
F S F L-G B to I..�_. ...- F ry °i
M � 2�•a4 7,10 9, F G ,�-
R/w w s 00
oa � � � j110 «os w �� F ,�. 58,s
' S. 1 LF 29.44' '� •a7
N 55,83 60.00 '�' �• `�cp FG 33.97'
12 MIN. ABOVE PAD ELEV. 5 MIN. 5 MI 6 MIN• 2 7,14 3A
6 MIN.
F S 56.77 �� .2
ROUND OFF TOP 4' MIN. it 1 ' 4' MIN. EXIST. C&G 6,52 �- TC FS pyo 58. 19
N. 2 BENCH Z
MI MUDSILL MIN. MIN MUDSILLFL
(56.45 TC
" - 56.65
P L (55.62 (56. 11 56.35 TC In `-`
FG _ _ - - - TC � 5 7,2 3 M I
5 FG TC _ _ _ - }- - - T _ -- T� =r. �, O O .4
� � N o'` � o� FS 58,4 I
. -- In r%l 56.9 F G .7, l ' I
. f "�.� 00" 55,66 IE �- Q' o �P TC
• - 12 1 1 �I fit, „� • 5 •psi.
,> » -I '� •
12 MIN.* 12 MIN.* + r• + -\ �• .� O w 20.43 85.00'
f� + BRADSHAW DRIVE w o o
6 TYP. - c� '1 O I
IV o' cn °0 55.49 ` �x ��• �, 57.62
2% MIN. 2: 1 MAX. MIN. 2% MIN. ao UD � q� P� FL
SECTI ON A- A • AX. 21� MAX. 6.33 + �- RIM 'O 57.07 I
219 MAX. 2. 1 M 5 ) 0 (56.70) O '
�- c� . TC 1
FOR REAR YARD SLOPES GREATER MIN. 1 BENCH EXIST. S/W TC /TC .
THAN 5 IN VERTICAL HEIGHT
cia �o°
56,72 � po• �
,_.-_-- (56,34) TC
* SEE NOTE ON SECTION C-C REGARDING 55,91 IE 46.91
EXTRA DEPTH
FOOTING ,.,.._ ._._. -.- - •- S uw
I
R/W�T o 56,58
LF w(D63.0 F S a, ! I
0 03.7% � se w �• ` 1+
5 MIN. P/L .
`� c
r- � �' , 57.04
MUDSILL 4 MIN.
1 ' `�
5' N 5 .25
RIM �,
MIN. 6" MIN. C ..
57.36
FG w =1258.37 58o2/
- r
FL-GB ,,n
- 58,2 i FG -�I c�
EXTRA DEPTH FOOTING PAD o 1 MIN. I
0
HERE NECESSARY. BENCH
013 FG I - 1.�1
ELEV FG WI
REFER TO SOILS STUDY FOR ooa Iw �' N
FOOTING DEPTHS ADJACENT TO
o I `�
DROPPED GARAGE FLOORS. 2. 1 MAX.
�-- � �� -J FF=1258.87 Q
.3 6' I i
57,05TG 9 w
12" MIN. 6 MIN. 3 PE=1258.2
I o
56,35 IE 57.9 � r
i I cn
2% MIN. FIG 3Q z
I � 0
21% MAX.
• " J A�ARI � m
o I �--
SECTION C- C
I
�e 58.2 I -
' In .1 1 rno I I `�
o
`�
" � O
•
58. 1 ? 57,67 0
" FL I I
FG In o
' 57.31do woo
" N I I I I N
AFL
I 0
57.9 0
NOTE. _ -- -- -- -- -- - --- __
HP-FL I I
ARCHITECTURALLY ENHANCED ELEVATION �'I I
_ _I 67.42 -- -- �_ �--
- I I Q
---M
� r___ T
\ 1
LLJ
Q
CL
i
w
U
w
0_
" PVC DRAIN PIPE (SCHEDULE 403 z
CONSTRUCTION NOTES
INSTALL 3 )
(NDS 101 OR 201 WITH GREEN PLASTIC GRATE (NDS ##40) Q
INSTALL 6 ROUND PLASTIC CATCH BASIN )
20 �
CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303
4 �
20 40 60
20 10 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207
PLANNING ■ DE31C3N ■ CONSTRUCTION
0
z
SCALE: 1"=20'
Q
40810 COUNTY CENTER DRIVE
TEMECULA,CALIFORNIA 92591-4679
LD1 0-054GR o
C❑N 5 U LT 1 N G 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com
Q
B.M. T--29-81 DESIGNED BY DRAWN BY CHECKED BY SHEET N0. �
RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE SCALE �pFEsS ja
CONSTRUCTION RECOMMENDED BY:,- DATE: _ Z /],aCITYOFTEMECULA DEPARTMENT OF PUBLIC W o
TCB TCB TCB
2--1 2 BRASS DISK IN CONC. CYCLIDER D �,. 8
N
' T 5T. �� � U� �'
LOCATED FROM THE INTERSECTION OF FRONT HORIZONTAL ,``� �' ti ,� PLANS PREPARED UNDER THE SUPERVISION OF / -�� ��
AND RANCHO CALIFORNIA RD. AND MARGARITA W-6 1 0� T `�
4 ACCEPTED BY. l DATE. c PRECISE GRADING PLAN
CONTRACTOR RD, IN THE N.W. CORNER OF THE INTERSECTION "I" � I � ACCEP E �� �, -
1' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTED w ~' No.69069 ^� GREG BUTLER `' -_-
AROUND S0. CAL, GAS VALVES, 4o N. OF P.P. DATE: �� ® D DIRECTOR OF PUBLIC WORKS / CITY ENGINEER s--a:��;xF�:x= PASEO DEL SOL TR 24188 Q
INSPECTOR �x �""
(NO.#) 94' N. OF THE CENTERLINE OF RANCHO R. ........
VERT I CAL J' �, THOMAS C. B SIDE RCE 47109 0 ... .- --- AND 30 0
CALIFORNIA RD. FIBERGLASS WITNESS POST SET J` C j y 1 r 1989•.. ARROYO LOTS 1 O 0-
CALIFORNIA
R.C.E. NO. 69069 afo 04� OF 2 SHEETS
DATE COMPLETED 1 W. OF MONUMENT. �' � _
..
ADJ. DATE 09-13-82 N/A OF �k
ELEV. 1128.410