HomeMy WebLinkAboutLot 79-84 Precise Grading GENERAL NOTES
1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PLAN
215
33, as amended by Ordinance No. 457.
2. All property corners shall be clearly delineated in the field prior to
15 79
commencement of any construction of any construction/grading.
•
3. During rough grading operations and prior to construction of permanent TRA CT NO23067 4
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties. PHASE 7
4. Dust shall be controlled by watering or other approved methods. SITE
79
5. No fill shall be placed on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material. m
6. Maximum cut and fill slope = 2:1. LOTS 79 � 84
7.
Stability calculations with factor of safety of at least one and five
tenth (1.5) shall be submitted by a Soils Engineer to the Building and R .
Safety Department for cut and fill slopes over 30' in vertical height.
8. Provide 5' wide by 1' high berm or equivalent along the top of all fill
slopes over 5' high.
9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the
top of cut slopes.
10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill N.T.S.
is less than 10', 2% if cut or fill is greater than 10'. Drainage swales VICINITY MAP
shall be a minimum of 0.2' deep and be constructed a minimum of 2' from
the top of cut or fill slopes.
11. "No obstruction of flood plains or natural water courses shall be permitted."
12. All existing drainage courses on the project site must continue to function,
especially during storm conditions. Protective measures and temporary NOTICE., TC CONTRACTOR:
drainage provisions must be used to protect adjoining properties during to
grading operations. fit► g CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
13. Finish grade shall be sloped away from all exterior walls at not less thanQ�,�► PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS
1 per foot fora minimum of 3 .
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
14. Cut and fill slopes equal to or greater than 3' in vertical height shall be HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 0
planted with grass or ground cover to protect the slope from erosion and REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 3�:
Instability in accordance with Ordinance No. 457 prior to final grading inspection. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE oOF THE OWNER OR THE ENGINEER. �-
0
15. EROSION CONTROL: All slopes required to be planted shall be provided
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
with rosea ice plant (or equal) ground cover at 12" on center. Slopes
exceeding 15' in vertical height shall be planted with approved trees o
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
f�f ,, ,�� - TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT N
spaced not to exceed 20 on center or shrubs not to exceed 10 , ora 36 37 38 39 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL r-I
combination or shrubs and trees not to exceed 15' in addition to a grass
41 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
mix or ground cover. Slopes exceeding 4' in vertical height shall be provided MALT NO. 230$7 42 I LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
with an in-ground irrigation system. Slopes equal to or less than 4', may 43 44 45 48 47 48 49 50THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. bi
be irrigated by hose bib located at the top or toe of the slope, spaced to 35 51 52 w
make use of a hose no longer than 50' in length. The irrigation system shall be GEAL- 53 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY Ir-
provided with an appropriate backflow device per U.P.C., Chapter 10. �►� 34 26 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. i
54 x
16. All grading shall be done in conformance with recommendations of the �: 33 25 21 `
;M% 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z
updated soils engineering report by Geo Soils Inc. dated January 27, 1998. REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Ld
Two sets of the final compaction report shall be submitted to the 32 24 20 19 18 17 56
Building and Safety Department which shall include foundation design recom-- .a
mendations and certification that grading has been done in conformance with the 28 Cn 22 58 59 60 B1 62 3 Q
recommendations of the site investigation report. 31 23 15 16 57 8 64 65 B8
29
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17. If steep sloping '
•terrain occurs upon which fill is to be laced, it must be cleared 30 11 12 13 14
�-
keyed and benched into firm natural soil for full supportPreparation shall be 7 8 9 10
approved by a suitably qualified and registered professional prior to placement 3 4 5 6
of fill material. 1 2 18 19 20 21 2,2 23 0
e 17 25
24 EGEND F ABBREVIATIONS YMOOLS
18. All grading shall be done under the supervision of a competent soils 14 15 N
engineer who shall certify that all fill has been, properly placed and who 12 13 T.C. TOP OF CURB 100 EXIST, CONTOUR
shall submit a final compaction report for all fills over 1' deep. 7 8 g i1
4 6 F.L. FLOWLINE ELEV, -Ipp �
3 5 10 28 PROP, CONTOUR o
1 2 94 33 T,G. TOP OF GRATE _ PROPER T Y L INE cn
19. Final compaction report will be required for all fills greater that 1'. 84 35 31 30 G.B. GRADE BREAK DAYLIGHT LINA >
20. A suitable qualified and registered professional shall submit to the 92 93 Elf 50 38 29 28 F.G. FINISH GRADE „ SHEET FLOW RATE �
Building anSafety Department written certification of completion of r}AC7 J\10, 91 S1 49 27 R.G. ROUGH GRADE � GRADED SWALE
rough grading in accordance with the approved grading plan prior to 80 89 81 80 52 F,S. FINISH SURFACE - CENTERLINE o
�i a�,� � 89 7p 83 82 37 38 39 44 4i oo•Q,
requesting inspection and issuance of the building permit. Certification 88 72 71 53 42 INV, INVERT OF DRAIN - �' _ SWALE HIGH POINT
shall include line, grade, elevation and location of cut/fill slopes. \ 87 73 68 59 43 44 P. PAD ELEVATION FLOWLINE 0
21. A suitably qualified and registered Professional shall submit certification 88 74 87 84 58 47 FF. FINISH FLOOR ELEV, �""`�.1L�,,.I SUBDRAIN
of building pad elevation. Where specific elevations are required, the ` 8 75 85 5S � 45 G.F.F, GARAGE FINISH FLOOR _ �,., W AREA DRAIN �
elevation (with respect to mean sea level) shall be given. If an elevation 84 76 88 57 48 B.V.C, BEGIN VERTICAL CURVE " TOP OF SLOPE o
with respect to adjacent ground surface is required, the actual distance 83 77 58 E,V.C, END VERTICAL CURVE �. TOE OF SLOPE
above the adjacent ground shall be given. 82 P.I. POINT OF INTERSECTION RETAINING WALL o
22. A suitably qualified and registered professional shall submit to the30 80 7 MACr NO, 2;9067t-04 E.P. EDGE OF PAVEMENT FIRE HYDRANT a
Building and Safety Department written 'f' f I T.W. TOP OF WALL ELEV. STREET LIGHT w
g y p tten cern ication o completion of 29 81 of
final grading in accordance with the approved plans for all grading 28 ,- -► � .Nu„ T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL a_
designated as "engineered grading". 28 27 D.F. DEEPEN FOOTING DEEPENED FOOTING Q
33 L. LENGTH �' F o F WATER METER
25 35
23. The contractor shall notify the District Building and Safety Department 34 �r� � DWY, DRIVEWAY � _ � � CATCH BASIN & LOCAL DEPRESSION
at least 24 hours in advance requesting finish lot grade and drainage 24 38 �,,, NTS NOT TO SCALE
inspection. This inspection must be approved prior to building permit 2 3 3' 17,x, DEPTH OF REQ'D LIVER EXCAVATION
final inspection for each lot. �� � 21 22 39 38 0.01P.U.E. PUBLIC UTILITY EASEMENT
2
24. Contractor shall notify Underground Service Alert, two days before you 18 19 41 40
dig at 1 -800-422--4133. 18 1 42
43 0
14 15 44
12 13 48 ,�' TOP RAPHI -SURVEY �s\o x
10 11 48 47 AERIAL PHOTOGRAPHIC METHODS W \ � l v 4-1
9 , FLO N BY: OF p`C , v
EARTHWORK ESTIMATE �- �N� F�
Underground Service ert 8 5i 5° 49 .0 ,��' ROBERT J. LUNG & ASSOCIATES �� ��M �,s�
7 •, pP G oP� 00.a01
e 53 52 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) �\�.�\��� ot,�e `O� r�S z
• -
Calk TOLL FREE 54 w Tustin, Co. 9278(7 pF�Q ,i ti���r ny�°�a,�a' fin- w
'i 5 v 714 832-2077 Pp .40 �at�ag�at�a ,. kk �p U
5 57 56 ( TOTAL CUT................... "4 p�0 \)X\
58 -� .3 0 D C.Y.C,Y. ���E �p �s o�� a��° .. �
a�6 snap e��a Q�ae
1�800 TOTAL FILL....................300 C.Y. Ppp�e-fit ales��`o\V
3 4 59 �0 Agro �eP co�
2 6 NOTE pre�a16IN
227�2600 W THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEERS ESTIMATE OF THE A T �`
C UAL VOLUMES z
PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. . THESE QUANTITIES ARE FOR ESTIMATING AND BONDING
CENTEX HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES �
.000 2280 Wardlow Drive, Suites 150 7fi20 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON 4
TWO WORKING DAYS BEFORE YOU DIG 00, 0 100 200 400 600 $00 Corona, Ca. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
(909) 279--4000 (909) 699-6193 CONSTRUCTION MAY VARY, b O
"CAUTION": Remember that the USA Center 0
notifies only those utilities belongin to � t
the center. There could be other Jilities SCALEi 1''=200' %L
present at the work site. The center will
inform you of whom they will notify. o
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APPROVAL
FOR SEAL �„ SEAL APPROVED BY DATE
LEGAL DESCRIPTION: HUNSAKER & ASSOCIATES SHEET NO.
- -Sxo�� COUNTY OF RIVERSIDE
PARCEL 12 OF PARCEL MAP 24387, AS RECORDED IN MAP Q� uoo H`�\ r' " IRVINE, INC 23067-4
BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE DF MAPS /�, Q.. LfsFOR TRANSPORUTION DEPT., RIVERSIDE COUNTY C�►LIFQRNIA "' TRACT N0. to
� oy k INLAND EMPIRE REGION
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA 0 4 0 R.C.E. NO. . 2900 ADAMS STREET, SUITE A-15 PHASE 7N0, 5802cv
i
�, RIVERSIDE CA 92504 (909)352-7200 OF 3 SHTS
l EXP. 6isoio2 P R E P A R B DATE z -0 .�....
The private engineer signing these plans is responsible for assuring the accuracy DATE j� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 7 8 4 rn
and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY ���q ��� �' FILE N 0. 0
county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATE �,\ice` CIVIL �p��� LG SCALE 1"=200' 'I A p I� A BRASS DISC STAMPED RB CO. IELD TAGS RI IN CONCRETE PRECISE GRADING PLAN o
for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS C 0 U N lY \ BENCH MARK R K A�uAS�0.3 Mi. KY. OF BurrERFlELD STAGE RD. t 12 W. OF
PAUL R: UDDLESTON ,1R. UNIMPROVED AREA*2 W. OF uTiuT�' POLE #175119oE 1=0R W.O.
the county. DESIGNED BY DRAWN BY CHECKED BY DATE \��`���---.-�- J8020 AN ASPHALT Dirt. f4s' N. OF C/L RANCHO CALIF. RD. IN AN
DATE AUGUST �.p00
R.C.E. 0. EXP. DATE 6/30/02 ELEVATION - 1230.56 CENTEX HOMES 0919-23067
ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH
T.G. ELEV. 1'-0" SPEED-D-TUFF GRATE � �-���•-
( B CURB OUTLET PER DETAIL HEREON. 0 EACH
(SEE PLAN OR
N.D.S.
P No.
1 EQUAL LOT 744. C 3" A.B.S. PIPE 0 L.F.
rX M/ly, G. A014\ SPECIFICATIS0NS D C 67R.I iGT RETAINMIG ANLL PER RN. CO. FORM ,284-197 RIEV 10/J4 45 L.F.F
P.L. E CONSIRWT RErAIIVMAG NALL WIIWW FDV(Lr ADM PER DEIAIL hVW MI. 125 LF
GRATE HOUSING 15' TYP. 1D' MIN. 5' MIN.
REDUCER ADAPTER N.D.S. No. 1221 TOP/TOE OF CONCRETE:
? OR APPROVED EQUAL F L.
PIPE RISER I "PLASTIC TEE F� F 3' MIN. 1' SLOPE CSHOWN
j PORTLAND CEMENT PER ASTM C 150
NOTE5 MIN.
A.B.S. FOR BINDING F.L. CONCRETE AGGREGATE PER ASTM C 33
.B.s. TO P.v.C, � F.F. ELEV � J �_'
CONTRACTOR TO _.. 3 MIN. z f'C - 2000 PSI AT 28 DAYS.
PIPE SIZE INV. ELEV. USE WELD-ON 194 PAD ELEV, o -'
PER PLAN (SEE PLAN) SOLVENT OR EQUAL. M a
2%MIN. CEMENT TYPE 11 PER SOILS ENGINEER'S RECOMMENDATION
l
A B *2:1 MAX.* m
PAD 4 6"MIN. s"MIN 2.r M PAD REINF. STEEL:
LANDSCAPE AREA DRAIN DETAIL ELEV. �
A NOT TO SCALE ��' qk ELEV. 6,,M}IN
G.F.F ELEV. B.S.L. .� � 4
12 MIN. 4%MINN20%MAX for 3' \ DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: NOTE.
then 2%Min-'20%MAX. 12"MIN. #4 OR SMALLER GRADE 40 R�'DACr0F? SHALL FOR IINSSTALLA77ON OBED FAwRro°�WDARE T ALL CEUS
* FENCE POST PRIOR To GROU77NG
EXCEPT BERMS LESS THAN 1 HIGH #5 OR LARGER GRADE 60 BACKFILL: 9O:I� COMPACTION
MAY BE CONSTRUCTED AT 1 1/2 To 1 THE BLOCK WALL CELLS
SECTION "A -- A" CONCRETE BLOCK: T.W. AS SHOWN ON PLAN
c CUFACEQ ° ° SIDEWALK v
a
PER IMPROVEMENT PLANS PER GRADING PLAN �G' DIRECTION OF FLOW f'm -= 1500 PSI AT 28 DAYS 8" $ LpSCF GMA R. PRIALo SLR
CONTRACTOR TO PROVIDE CONSTRUCTION '� " 1-J4 CONT.
JOINT IN SIDEWALK 0 CENTERLINE OF " » TYPICAL LOT FINISH GRADING GRADE N HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, ® 32" O.C. (Tw) -1i1-►1�ITi-1��-"' - ,�
PIPE R/W OPEN GRATE TYPE CAP OVER COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS " »
" TOP OF TEE TO ACT AS BUBBLER „ „ A BAR ^' yyA R N P
3.5 0 HOLE CORE CURB (REQUIRED AT PIPE APGLE POINTS) N.T.S, NO SPECIAL, INSPECTION
DRILLED IN CURB I NOTE 11 OF SPEC.
�» ap O
SET INVERT OF PIPE SIDEWALK-- �\ 4� "
MORTAR: 2- CONT W/ ,
1/2* ABOVE FL. GUTTER C 3" A.B.S. 5' MIN. P.L. 5' MIN. #2 77E WIRE
" 1. SWALES To BE CUT IN AT 1% MIN. o o U
C 3" A.B.S. 6 P.V.C. 9d' TEE AT ROUGH GRADE AND PRIOR To 0
(FOR CLEANOUT) BUILDING CONSTRUCTION. w 3' MIN. F L 1 " F L. 3' MIN. TYPE "S" PER ASTM C 270 "e" BAR » ao a ; a
�-►
6" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE ? EXTRA DEPTH 6,601 � 1 PART CEMENT ao o � x to �, N
CATCH BASIN & PIPE , OR OTHER OF FOOTING TO 1/2 PART LIME PUTTY - - - -,
AREA DRAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE IS �; _ o
B REQUIRED WHEN A STOOP BE DIMENSIONED
NOT TO SCALE FIREPLACE OR PORTION OF m ON PLANS 1 1.0' OR M 4 112 PARTS SAND
THE BUILDING EXTENDS WITHIN I LESS 5_ CONT. - - - i•� '
MINIMUM ESTABLISHED DRAINAGE PAD 6 MIN. � �+ROf /T� i2" 12"+ "C" BAR
SETBACKS. ELEV. \ 2%MIN. GROUT:l
*2:1 MAX.* PAD 6"MIN.
3. SEE STD. PLAN 101 FOR 12"MIN. ���� 6"MIN. ELEV•
DRIVEWAY APPROACHES. - V, 12"MIN. CONFORMING TO ASTM C 476 0
K ��
2 MAX.I1 PART CEMENT GROUT SHALL BE OF FLUID RETAINING WALL TYPE 2 0
4%MINN20%MAX for 3' 3 PARTS SAND CONSISTENCY LEVEL BACKFILL N.T.S. c
R/W then 2%Min-20%MAX. 2 PARTS PEA GRAVEL ���� �
* EXCEPT BERMS LESS THAN 1' HIGH 1- FOR WALL HT. 4=0" & LOWER, DOWEL THE "A" BAR INTO FTG IN r-
3' R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 774E SAME CONFIGURA77ON AS "B" BAR p
IN-GROUND UTILITY HOUSINGS
(WATER METER, CABLE TV ETC.) NOTES (D-- PVC` 4" PERFORATED PSCR 40 PIPE W/1' WIDE x (H/3 OR 18" MIN. HIGH rev
\ / X p�� ) I
PAD FLOWLINE SWALE 1% MIN. TO BE INSTALLED FLUSH TO ALLOW SECTION » B B - PER LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC,
UN-OBSTRUCTED DRAINAGE h OUTLET SUBDRAIN W/2 PVC SCH. 40 PIPE ® 10 O.C. _
4- % 1/4"PER 1' 1 . GROUT ALL CELLS SOLID.
zX
2. v
ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR
UNDISTURBED ENGINEERED COMPACTED FILL.
SOD 41F USED) SHALL BE INSTALLED / 3. WALL SHALL BE LAID TRUE AND PLUMB.
FLUUN-OBSTRUCTEDITH E TO DRAINAGE ALLOW uP To 5' ,° 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION.
FIG. 740. 2
MORE THAN 5' h/2 MAX 5' P.L. 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS.
TYPICAL SOD NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH 3
0
AND UTILITY TAIL 2' 4' APPLICABLE SECTIONS OF THE 1997 UNIFORM BUILDING CODE
NTS F.L. zAND A.C.I. STANDARDS 381 --95. i
1. SECTION "A-A" APPLIES WHEN THE 15 TYP. z
DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. J 7. ALL BARS SHALL BE BENT COLD. ``
EXCEEDS 1.0'. HEREON RETAINING WALL TYPE 2 SCHEDULE
m 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH o
2. SECTION "B-B" APPLIES WHEN THE BERM TO BE „ „ ,. » "'"B" „ p __1DIFFERENCE IN PAD ELEVATIONS IS REMOVED EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. ET. HEIGHT 8 BLK. 2 eLK. A BARBARA BAR L K N
1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE PAD ,
OF FOOTING IS SHOWN ON THE SHOWN ON �� 57 M,4x. ELEV._ 9. BACKFILL SHALL BE PER SOILS ENGINEERS RECOMMENDATIONS. 2'-0" 2'-Q" - #4024" - #401s" 3'-0" - r-
GRADING & STRUCTURAL PLANS. FLAN M/N. 6 MIN, o 1 0, SUBDRAIN SHALL BE 4" PERFORATED PVC SCHEDULE 40 PIPE
3. IN NO CASE SHALL THE SWALE /� -
FLOWLINE BE W THAN THE WITH 2" PVC OUTLET PIPE Cg? 10' O.C. (THRU CELL LVOT 4x24401s" 3'-1"
PLANTER AREA TO SLOPE AWAY BGTTOM OF FOOTING WHITHIN E 4%MINN20%MAX for 3� 12 MIN. CONTAINING S'TEE'L PLACE ' " 3'-4" 3'-4" - 06" -• s" 3'-3" -- >
FROM FOUNDATION AT A MINIMUM then 2%Min-20%MAX. LCE 1.0 WIDE x H/3 OR 18 MIN. HIGH PER w
L
NTS AND SHRUBS SHALL
5 FROM BLDG. LINE. LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. 4'-0" 4'-0" " » "
3' SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM » 9� -
�5+�8 ,�4�16 3-6 w
THE FLOW OF DRAINAGE �+ ,_,_,
ALONG TOP WATERPROOF BACK OF ALL THE RETAINING WALLS W/2 COATS » " " » p » "
THE FOUNDATION L EQUIVALENT
IL IVSLOPES OVER 5'EH GH. OF SECTION I O N C C OF ASPHALTIC ' 4-8 2-8 2%-0* -
FINISH FLOOR L C EMULSION PER MANUFACTURES SPECIFICATIONS.
TYPICAL REARYARD GRADING X4®16 �4�16 3-8 0
WALKWAY 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 5'-4" 2'-8" 2'-8" #4016" #5016" #4016" 3'-11" 3"
PAD 4.2�' a
` '`- 10$ P,L. AFTER THE WALLS ARE BUILT. 6'-0" 2'--8" 3'-4" #4016" #508" #5016'* 4'-3" 5"
4' 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS AND T
TOP OF BERM ELEV. AT A MAXIMUM 24' O.C.
�p PAD ELEV.+12 � TEMPORARY BERM
IN GROUND CANTER ETA/L ' x ° ~� 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN ..
NTS G.�`L TDP OF SLOPE _ SYSTEM IS ABSOLUTELY PROHIBITED. o
SHOWN ON PLAN PAD ELEV. zILI
't �G - w
2� N►�a z � �
NOTE: ALT. SECTION TO BE BUILT
ONLY WHERE SHOWN ON PLAN. a , PIAN 3 w
' PLAN 2 F2°794L o
A RNA T SECTION- C-- 2090L P=00.0
2648L FF=00.50 ►-
NTS FP=00.0 P=00,0
TYPICAL ELEVA TION DIFFERENCE ; _FF=00.50 FF=00.50 40'
_TOP OF CURB PLA 1 7* -- _ 5'MIN.
NTSIIII'- I WMIN. I 5'MIN. 5-MIN. WMIN. i V7
GFF= I GFF= _ _ -- I �
4D' GFF-
GFF= CASITA GAR. PAD (10.00
00.00 E4W x
LEV. -0.2 H.P. 0 r _ .. °j r_ .. , °a �► - LLJ
-
FF= N FF= ;: FF= , w
�� N � 00.50 s'Mlw. �00.50 � '" �00.50 � �
Underground Service Alert TOP OF SLOPE ,� " 1� MIN.
9 DEEPENED FOOTING
PER PLAN �.
�.. ��. ... z z Z
Call: TOLL FREE W
s CASITA OR N N N U
D FOOTIN OPT. GARAGE FOR GARAGE OPTION-
PER - OR
1�800
P=00.00 GFF= HOUSE GFF --0.41 �
CASITA ONLY FF=00.50
H door � FOR CASITA OPTION--
227••2600 H/3 BUT NEED NOT SAME PAD & FINISH FLOOR 2090 SQ.FT. 2648 SQ.FT. 2794 SQ.FT, o
TOE OF SLOPE 2 STORY 2 STORY 2 STORY z
EXCEED 40 MAX. ELEVATIONS AS MAIN HOUSE
2-3 CAR GARAGE 2-3 CAR GARAGE 2-3 CAR GA� O� �
TWO WORKING DAYS BEFORE YOU DIG �� � � ,�
NTS REDHAWK I n9" � .4
"CAUTION": Remember that the USA Center l4 R N cP�04
c�°s�'�` o
T C o��e o-4 r�► o0
notifies only those utilities belongin to NTS YPICAL HOUSE TYPES tysk�\,� �� �,�� r�� `�0the center. There could be other u ilitiespresent at the work site. The center will �4 ,� y�r a m �-,
Inform you of whom they will notify. SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION D 'A�ili�°� o`�`'�a` op, 110
o��,o��`��cP o
a z
I Q J a m
RECOMMENDED FOR SEAL coUNn SEAL APPROVED BY DATE
APPROVAL ' HUNSAKERCOUNTY
5 0.
' & ASSOCIATES ����E�o1rESS/oSHEET N
Q ��`y P �l
�1UDD[E.3a ! `�1 FOR TRANSPORTATION DEFT.. RIMIDE COUNTY �Ir�NIA .' ( IRVINE, INC TRACT NO. -- CD 23067 40 INLAND EMPIRE REGION
R.C.E. NO. ti 2900 ADAM STREET, N
NO. 58020 • S S REE SUITE A-15 PHASE 7
EXP. 6/30/02 PREFAB BY DATEW6t--
DATE RIVERSIDE CA 92504 (909)352-7200 79-84
OF 3 SHTS �'The private engineer signing these plans is responsible for assuring the accuracy �� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS a�
and acce tab,l of the design hereon. In the event of discre ancien arisin after �► Q' o
county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATECHECKED BY �,1y�� 01 1%- ZwOQ`�\ �► SCALE A � DISK srvPED 1W CO. Stat. T-27-81 nv FILE NO.
PRECISE GRADING PLAN
BENCH MARK o
\ of �F As NOTED FLusw i0.� W. w�Y. of su�TE1�1ELo STACE FO. �1r W. of
for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE �����`A� PAUL ". UDDLESTON JR. M ASPH&T DwY. tog' N. OF ch IzwNCHo CAUF Ro. IN M
R.C.E. 740. 58020 EXP. DATE 6 30/02 DATE SEPTEMBER 2040 �y��AM 1, W. OF 1Jl& POLI= #I 75119M FOR W.O.
the coon DESIGNED BY DRAWN BY CHECKED BY _ CENTEX HOMES 0919-23067
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ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH
B CURB OUTLET" PER DETAIL HEREON. 0 EACH
C 3" A.B S PIPE 0 LF.
D CMWRUCT RETANV MG I04LL PER RN. CO. FOW 284--197 REV. 10%94 45 LF.
E CONSTRUCT RETAW MG WNL W11110M FENCE A60W PER DETNL HEREON. 125 LF.
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U derground Service Alert
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TWO WORKING DAYS BEFORE YOU DIG PIP? "0
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CAUTION ': Remember that the USA Center
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notifies only those utilities belongin to
the center. There could be other a ilitles SCALE: 1"=30'
present at the work site. The center will o
inform you of whom they will notify.
I
APPRo ALOMMENDED FOR SEAL �„ m
SEAL APPROVED BY DATE
A HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET No.
IV F ESS/p c ,
e HvoD� �� �1 '' of IRVINE INC
fsro F FOR TRANSPORTATION oEar.. RIVERSIDE COUNTY G1LIFORNIA TRACT NO. 2 3 C 6 7-�4y �,y INLAND EMPIRE REGION30
a z R.C.E. N0. x 2900 ADAMS STREET, SUITE A-15 PHASE 7
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No. 5so2o �,
EXP. s/3o/o2 p RIVERSIDE CA 92504 {909)352-7200 OF SHTS
The private engineer signing these plans is responsible for assuring the accuracy DATE a PREPARED DY DATE �Eez
PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATION LOTS 79 -84 rn
S
and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY j�l
county approval or during construction, the private engineer sholl be responsible DATE BY MARK APPR. DATE ����F �l� Fp�� SCALE A � Sri W. Co. SUR. T-27-81 IN �E PRECISE GRADING PLAN FILE NO.
of CALF As NOTED BENCH MARK FLUSH t0.3 MI. WLY. OF WTTERFIELD STXX RD. *12 W. OF
for determining on acceptable solution or revising the plans for approval by ENGINEER REVISION COUNTY DATE �\�\\� PAUL R. DLE TON JR. rw ASPHALT DW. f45' N. of CA 0N" CALIF. Ro. IN M �
the county. DESIGNED BY DRAWN BY CHECKED BY
R.C.E. N 58020 EXP. DATE 6/30Z02 DATE SEPTEMBER 2000 ��a� a1�3o5�' W. OF LITY POLE 1751190E FOR CENTEX HOMES 099-23067
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