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PAGE 136
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•.,.. GRADING NOTES
L t�
A
• /,• � � 0. .- t �,► 1. All grading shall conform to the Uniform Building Cade,
• • �. ' '� �-s! I i, �"'
144 Chapter 70, as amended by ordinance 457.4% 0
'Y
2. Minimum buildin
'�pfd_ anc,1 drainage Swale slope shall be
�8 �a =1% if cut or fill is less than 14-' , 2-A if cut or fill
Cs /, � - rC is greater than lot . Drainaqee, swales shall be a w
minimum of 0. 2' deep and be constructed a minimum of 2 .r,;•,,�.:
r +/
22
From the top of cut or fill slaves . '
/a 4
L /2
3. Maximum cut and fill slopes = 2: 1.
4. Provide 5' wide by 1 ' high berm 'or equivalent along ,th�,,
V1 c4:1. r�c,_111J ° 10
top of all fill slopes over 5' high.
;e cxl,vo �� rz)p
5_ All grading shall be done under the supervision of a
competent soils engineer who shall certify that all T M/0 �� � fill has been
4
properly placed and who shall submit a
1 final compaction report for all Fills over 1 ' deep.
NDEXMAP 6. A Registered Cavil Engineer shall submit to the
Building and Safety Department written certification of
SCALE I Ioo FPLkWCj r&9 94��rA9N completion of rough
���'. Uri � •�J�� � W. , • ' T �
grading in accordance with the
,� Approved grading pan prior to issuance of the
it D,� � A� YA,�� building permit.
Certification shall be to like,
grade, elevation and location of cut fill slopes.
7. Provide brow ditch, designed to handle 100yr Q Storm
�
G 4� • CONSTRUCTIONNOTESQUANTITY ESTIMATEflows, along top cut of slope.
r
�1 t..k. GENERAL NOTES) AND SPEC I F I CA TI ONS
�--- 8. Final compaction report will be required for all fills
FIW6 -
_ QUANTITY UNIT greater than one foot,Nn. ITEM
I ALL CONCRETE BLOCK MASONR UNITS SHALL CONFORM TO A.S.T. 1. C- 1
'STRENGTH 9. A
ll g:ading. shall
be
do
ne in conformance with
Lar 6R4DINGC60 ���� C Y. recommendations of the nzeliminary soils investigationC BAR REINFORCING STEEL SHALL CONFORM TO A.S.rMA-615, GRADE 40
by N/NYCMDO&pa'
L'ot it J 3. CONCRETE SHALL ArrA;N A 4ItiI � ULr11ATE COSPNESSI�
dated
. ... '"--w--•----•- --- - P.S. I. 28 DAYS
., / g''x g" x ��' �,� �, Two sets o the final c mpaction z,
report shall be submitted to the Building and Safety
r�" r� .� ��--�� ��� �d Department which shall .include foundation design
4. MORTAR SHALL BE MIXED IN THE PROPORT'IOUS BY LOOSE �ralUME OF I PART mG� g
�. CEMENT TO 3% PARTS SAND TO 4 TO, � PART LIME PUTTY OR HYDRATED LIME AND
u ` recommendations and certification that grading has been
' t done i n conformance with the recommendations of the
r �X��� � SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH'OF 1840 P.S. I.. � ""'` •
V.G. C11 4 x 4 Y Ar AY Gl, y
� ZD DAYS. MORTAR COLOR SHALL MATCH B!►.00K COLOR. � - �
- preliminary soils. report.
5. GROU r SHALL BE MIXED I N THE PROPORTIONS 6Y YO#,•UIv1E OF 1 PART CENHT' TO * t
Tri � A1460 Re1CqA-rT—:: 10. The contractor shall notify the Building and Safety
1..�►.I C .� 0. 14, 3 PARTS SAND TO WHICH MAY BE ADDED NOT MORE THAN 1/10 PART LIME, w I TH �1 m Go c...�-r �c�'b ��t�•t C� --. -..-. • .-•----. -••.-- ---.•-•-. Department, 4080 Lemon Street, Riverside, Telephone
787-6146, at least 24 hours in advance requesting
SUFFICIENT WATER ADDED� TO PRODUCE C4�IS i S TEl�C Y FOR PaUR i NG k I T}t0l1T � U) •
finis
lot grade and drainage inspection. This
R(> SEGREGATION OF THE CONSTITUENTS. GROUT SNAIL ATTAIN A AINIl� ULTIMATE u t :
U Sr� -'' '` inspection
� t�-�tk.l Q. p must be approved prior to building permit �
C O .P LYE TRENG IN OF 2000 P.a.;. AT 28 DAYS.
•---{ final inspection for each lot.
�t��Q -ice t� � 5 ,
CW0 IQ W E 6. POUR ALL F T I
00 It GS A CV\INS T SOL10 NATURAL UNDISTURBED EARTH OR COMPACTED Ft"kev�-1 �:P 11. Cut slopes equal to or greater than 5' in vertical
• FALL COMPACTED TO 90'� RELA►lvE DE1fSITY. EXCAyArICMS SHALL BE INSPECTED � he' or greater than 3' in
. COUNTY OF RIVERSIDE fight and fill slopes equal to g
�. .�►. r�r,1D APPROyEU 8Y ►NE SOILS ENGINEER PRIOR TO POURING FOOTING CONCRETE.� • • -•• .
'. •. a vertical height shall be lasted with grass or ground .
. _
DEPARTMENT OF
q P
BUILDING &SAFETY
SHEET INDEX cover to protect the slope from erosion and instability
• �. 8OT TQM OF FOOTINGS SHALL BE �� MINIMUM OF 12 I NCI�ES BELOW THE ADJACENT ' • i a w• umber 4 57 prior to the.
GRAD �,.x ►r.
AN T OWNER / DEVELOPER E t �/ '�. Y
n ccorddnce with ordinance N P
S�l,�.. ENGINEER D GEOLOGIST
QF S / ?,�6 1 APPROVED approval of final inspection.
SHEET 2 1-14 & 5
REVIEWED 8Y o
F. RE►,IFCRCE�MENT SHALL BE: ACCURATEL'( PLACED AND SECURED SO THAT IT WILL NOT
�"�' �1a` �, �� . 1 � 15. Dust shall be controlled b waterin ar other approved
NINYO AND MOORS H.R. REM INGTON PROPERTIES BE DISPLACED. �2 SHEET 3 15 8 DA y g
THREE MONARCH BAY PLAZA SHEET 4 19-2 410225 BARNES CANYON ROAD me thgds.
.
MONARCH 9. REINFORCE MEN T TO B E SPLICED 30 D I AME T E R S MINI MUM. � � r^ Approval of thou plans shall not be aanstrued to be
SAN DIEGO, CA, 92121 BEACH, CA. 92677 °C RCE 0 ''° SHEET 5 25-26 & 50-52 a permit for,or an approval of,any viol W of any
10. A!.L CELLS TO DE T}i0R0UGr� 't �� P 'w EXP 31 l92 of the pruvW"of the Stats"County taws. This .
(714) 240- 39 4 L WEI' BEFORE O U R I NG. SHEET 6 •2 7.3 3 set of plans must be kept on the job until completion 2 0. Finish* grade shall be sloped away from all exterior
16191 •457--0400 SHEEN'" 7 34-49 walls at. not less than 1/2" per foot for a minimum of 3
l l. ALL EXCAVATION AND QAGKF I LL BEHIND MALLS SHAH. BE KIIQE TO THE SATylp '
ISFACI'lO1� OF THE SOILS ENGINEER. - •q' iV SHEET 8 53 55 /
�.�.. 2t c... lF 1�0� - � � , , JUN 04� 1990 ,
�FCA� 5�kkt 9 3,9,10 & 11 .�.... �~� / /, / /
12. CONTINUOUS INSPECTION NOT REQUIRED.
�.t. r �. SHEET 1
-Q,----Q ETA I L 5.
RECOMMENDE11 FO IGNATURE S H ET
BENCH MARK
BASIS O E BEARINGS s II/90 J.P.L. LOWERED F.F. 0.2 ON ALL LOTS CITY OF* f
RIVERSIDE COUNTY 600-6269 THE BEARINGS SHOWN HEREON ARE BASED ON If
THE CENTERLINE OF PAPA ROAD BEING NORTH yostC,9ssociates
JOHN LeSAGE CT NOa 198 .o %10
_ a e� e� � la.t�
BRASS DISC SET I EAST OF CONCRETE POST MARKER STAMPED 68 47* 4 � 1872 1 IN
RESET 2.9 MILES SE ALONG PALA ROAD FROM POST OFFICE AT 4 36 WEST PER TRACT MAP 9
MAP BOOK 154, PAGES T, 12 RECORDS OF RIVERSIDE PROFESSrONAL ENGINEERS, PLANNERS & SURVEYORS
TEMECULA 29 NE OF THE PAVED ROAD 5 NW OF TEL, POLE No, T
COUNTY, CALIFORNIA., 27405 YNEZ ROAD. SUITE C. EMECULA CALIFORNIA 92390
6295, C.W.T. 3 SW OF 36 CONCRETE STANDPIPE, ELEV,1039,378 (7 141 676-8042
gy a•baa 10
DOAWN SCALE
PREPARED UNDER THE SUPERVISION OF I' PLOT�2O' PRECISE * IG
dYODER A
PLAN
DATE BY DESCRIPTION APPD, DATLO DESIGNED JOB NUMBER ����
D J.P.L. 2582 04 IM
nATF CHECKED DA r L
R E v I S 1 O N S 2 i6 f90
MICHAEL A. TYLMAN R.C.E. 43090 EXP. 3/31/92 J.P.L. .
X)
� of the grovtabna of the state r
• FSS, o unry laws, This
SCALE / "J 20 ' sat of urns must be kept on the Job�untii completbn.
c 4
EXP 31319
rql C ��`P
OF IV JUN 041990
8/1/90 J,P,L. LOWERED F,F.0,2'ON ALL LOTS �E�O"�ED FOR SIGNATURE CITY OF TEMEC UL A SHEET
Robert Betin Will "%am Frost & Associates
TRACT N0. X987,2 — & —2
PROFESSIONAL ENG I NEERS.PLANNERS � SURVEYORS JOAN L eSA GE
UM ""�` OAK,°"'"`, SUITE 250* � . 92390. T �`�" .'►°w"'". °2' PLOT & PRECISE GRADING
1 141 676-8W? vex (714) 616-7240 '
PREPARED UNDER THE SUPERVISION OF: gCAQ OF I O
DATE S I W"
DATE BY DESCRIPTION APP'D DATE � JpL � LOTS � e7,
M I CHAEL�A. TYLMIW R.C.E. 43090 EXP. 3/31/92 � R E V I 3 1 0 N S �� .JpL ow g g �
132279
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TYPE (C) . TYPE (D)
TYPE (A) �- --—�---- ---�� s'_ �„ TYPE (B) ,
H.
41
.RAL NOTN
1. MASONRY UNITS SHALL BE GRADE N NORMAL WEIGHT UNITS
SMRAU NARIZ97NrAL CONFORMING TO ASTM C90, LATEST REVISION WITH A MINIMUM
5;Wft AT JO/NT COMPRESSIVE STRENGTH (fm) OF 1,500 PSI.
-- 6 SMWTHLMfYBLSa'/-(O~�ALL hMIZ, RE/NF 2. MORTAR SHALL DE TYPE S AND SHALL BE FRESHLY PREPARED AND
ONe 4NO ifR4PPraOiY/TAPfANOCOATEDH�/7'H UMFORMLY MIXED IN THE RA'I70 BY VOLUMES OF 1 PART CEMENT,
1/2 PART LIME PU1'I'Y, 4 1/2 PARTS SAND AND SHALL CONFORM TO
HEAWaII/TYGRr",�iSETOBR64KBONOtM/NOF1OGfWElST//!/SJ ASTM c270. LATEST REVISION.
� � � 3. GROUT SHALL BE FLUID CONSISTENCY AND MIXED 1N THE RATIO 4V
srer� 4erni� mom
VOLUMES OF 1 PART CEMENT, 3 PAR'I'S SAND OR 1 PARC CEMENT, 3
PARTS SAND AND 2 PARTS PEA GRAVEL GROUT SHALL ATTAIN A F
�/ij~PREMGY OfXPAN.S/L{N VINTF/LLERA.VD MINIMUM ULTIMATE COMPRESSIVE STRENGTH' AT 28 DAYS OF 2,000
FRUNTFi1CfOF , „ SfALANTAPPLYPERMFR SPeClooleAT/ONS PSI.
A6�"'MhRY watt , _O 4. CONCRETE SHALL HAVE AN ULIIMATE COMPRESSIVE STRENGTH AT
OED ~A41N CAULK/M9 za DAYS or• 2,000 PSI MINIMUM UNLESS NOTED OTHERWISE.
5. REINFORCING STEEL SFIALL BE DL'FORM$D GARS, CONFORMING TO
• ASTM A615, LATEST REVISION AND SIIALI, BE GRADE 60, NEW,J31I.L,ET
STEEL
���,ZTYR/CAL fXPQNS/ONJO/NTDETA/L
6. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF
mu*--0 m2='J _ � NTS UNOBSTRUCT13DL '"
THE CELLS TO E FI CELL MEASURING NOT LESS THAN 2" X 3D SUCH THAT THERE IS A S '
,Z BLOCKS SHALL BE LAID IN RUNNING BOND,
7. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM
AND INTERVALS NOT EXCEEDING 192 BAR DIAMETERS.
• 8. ALL FOOTINGS SHALL BE 12" MINIMUM INTO . COMPETENT
UNDISTURBED NATURAL SOIL OR CERTIFIED CO. MPACTED FII L,OR AS
NOTED ON PLANS.
� "'-������� 9. PROVIDE EXPANSION JOINTS AT 40' C/C PER DETAIL,
- , q.
Gtf'B[OCK. 10., BLOCKS ARES"X 8" X 16"OR 12"X 8" X 16",AS APPLICABLE, WI"I'�I FLUSFICUT MORTAR JOINTS, ,
• 11. CONTRACTOR TO SUBMIT SAMPLE OF BLOCKS PRI02 TO START OF
CONSTRUCIION TO OWNER/ENGINEER FOR APPROVAL.
12. BACKFILLING SHALL NOT HE PERMITTED UNTIL AT LEAST 7 DAYS
P"4%. AFTER THE WALLS ARE BUILT,
13. NO REVISIONS SHALL.BE MADE WITHOUT PRIOR WRITTEN APPROVAL
�o A es � OF THE ENGINEER.
14. PROVIDE DRAINAGE SYSTEM PER PLAN.,
4 $
XP 31311 ` 01,
OF SAL\F�P�
JUN 04199Q i
- 6/1/90 J,P.L. LOWERED F.F. 0.2'ON ALL LOTS
RECOMMENDED FOR SIGNATURE CITY OF TEMECULA SHEET
.. ^ rt `Beir�,`William`FfostC� 9ssoci'oatcs TRACT NO. 19872 - 5 I O
PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
18705 SINGLE OAK DRIVE,SUITE 250,RANCHO CALIFORNIA.CALIFORNIA 92]'10 lo
1 Vfl EPARED UNDER THE SUPERVISIONOF:
(714)076-8042 DRAWN SCALE PLOT & PRECISE GRADIMG PLAN °'
DATE BY DESCRIPTION APP Do DATE
DESIGNED J08 NUMBER , , • 1
°^'E CHECKED DATE DETAIL SHEET
MICHAEL A.TYLMAN R.C.E.43090(EXP,3/31/92) REV I S 10 N S