HomeMy WebLinkAboutLot 11-16, 57 Precise Grading Plan 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. 15 79
2. All property corners shall be clearly delineated in the field prior to
commencement of any construction of any construction/grading.
TRACT NO#
2306 7 5
3. During rough grading operations and prior to construction of permanent
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties. PHASE 6
4. Dust shall be controlled by watering or other approved methods. 79 SITE
5. No fill shall be placed on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material. L TS 11 16 & 57
6. Maximum cut and fill slope = 2:1.
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 Ro.
Safety Department for cut and fill slopes over 30' in vertical height. �oN Y,
�5 0 � y/MSC
8. Provide 5 wide by 1 high berm or equivalent along the top of all fill Ra
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.
VICINITY MAP
is less than 10', 2% if cut or fill is greater than 10'. Drainage swales
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 N ICE TO -CONTRACTOR:
drainage provisions must be used to protect adjoining properties during
grading operations. �t► $ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
�"
13. Finish grade shall be sloped away from all exterior walls at not less than FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
QQ� PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS
1/27 per foot for a 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 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
p q greater than 3' in vertical height shall be
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
instability in accordance with Ordinance No. 457 prior to final grading inspection. PROJECTEXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
c OF THE ,OWNER OR THE ENGINEER. o
15. EROSION CONTROL: All slopes required to be planted shall be provided qti
H Ln
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 ST ��' �d SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 0
39
spaced not to exceed 20' on center or shrubs not to exceed 10', ora 3e S8 37 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR 1S REQUIRED TO TAKE ALL cv
�
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
with an in--ground irrigation system. Slopes equal to or less than 4', may -MACT M., 067-1; 4344 Og�- LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
49 w
be irrigated by hose bib located at the top or toe of the slope, spaced to 5 45 '� 4 '� 50 51THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
make use of a hose no longer than 50' in length. The irrigation system shall be �G 3 52 `� w
provided with an appropriate backflow device per U.P.C., Chapter 10. CHANNEL ST. 53 wool
,�""'� ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
26 rAND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
16. All grading shall be done in conformance with recommendations of the : 25 v w
updated soils engineering report by Geo Soils Inc. dated January 27, 1998. 33 UA 27 21 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL w
Two sets of the final compaction report shall be submitted to the 32 a 24 0 2D 19 18 17 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
Building and Safety Department which shall include foundation design recom- J'� Y 28 � 58 9 i Y
mendations and certification that grading has been done in conformance with the 63
22 62
58 S 8 8
recommendations of the site investigation report. 31 23 ` 5 16 57 84 65 66 0
i LJ
y _ 30 � 11 12 i3 14 i
17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, i
keyed and benched into firm natural soil for full support. Preparation shall be 5 6 7 8
approved bya suitably qualified and registered professional prior to placement 4
of fill material. 1 2 3 18
�
18. All grading shall be done under the supervision of a competent soils , A 17 21 22 23 2425 ...LEGEND OF ABBREVIATIONS & SYMBOLS
engineer who shall certify that all fill has been properly placed and who T.C. TOP OF CURB ~- 100 EXIST. CONTOUR
shall submit a final compaction report for all fills over 1' deep. 4 5 6 7 8 9 28 F.L. FLOWLINE ELEV, `�-100--.�,_ PROP. CONTOUR o
2 3 T.G. TOP OF GRATE --- PROPER T Y LINE Cn
19. Final compaction report will be required for all fills greater that 1'. 1 34 33 32 � �,
93 94 38 35 31 G.B. GRADE BREAK DA YL IGHT L INE
20. A suitable qualified an o ABBEY ROAD 50 30 29 28 F.G. FINISH GRADE SHEET FLOW RATE �
q d registered professional shall submit to the 92 51 rca 27 -�'"�
Building and Safety Department written certification of completion of rJUCT J�f�, 9I 49 R.G. ROUGH GRADE -- = GRADED SWALE
rough grading in accordance with the roved grading plan prior to 90 v 52 F S FINISH SURFACE CENTERLINE o
9 9 9 PP 9 9 P P D�T�'� 89 70 89 83 B2 81 80 4 0 37 38 39 4D 41 �oo�e
requesting inspection and issuance of the building permit. Certification 88 72 71 ca o 53 48 42 43 INV, INVERT OF DRAIN _ SWALE HIGH POINT
shall include line, grade, elevation and location of cut/fill slopes. B7 73 68 S9 44 P. PAD ELEVATION FLOWLINE 0
0
21. A suitably qualified and registered professional shall submit certification 86 74 87 4 B4 54 47 F.F. FINISH FLOOR ELEV, �"^`""5�,,,� SUBDRAIN
of building pad elevation. Where specific elevations are required, the 85 75 55 45 G.F.F. GARAGE FINISH FLOOR _ ._ ... _ AREA DRAIN
elevation (with respect to mean sea level) shall be given. If an elevation 7B 88 85 57 58 4B B,V.C. BEGIN VERTICAL CURVE '" TOP OF SLOPE
with respect to adjacent ground surface is required, the actual distance 83 77 E.V.C. END VERTICAL CURVE TOE OF SLOPEabove the adjacent ground shall be given. 82 78 rACT Jf0, 230161-4 P,I, POINT OF INTERSECTIC7N RETAINING WALL w
22. A suitably qualified and registered professional shall submit to the 30 31 80 7 E.P, EDGE OF PAVEMENT FIRE HYDRANT
Building and Safety Department written certification of completion of
T.W, TOP OF WALL ELEV. L'f-o STREET LIGHT w
final grading in, accordance with the approved plans for all grading 28 29 b � .. • "Owe "MFMT,F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL
designated as engineered grading". 28 27 S�� 32A D.F. DEEPEN FOOTING DEEPENED FOOTING
�, 33 �` L. ° F' o ° F' WATER METER
LENGTH ,� ,�
23. The contractor shall notify the District Building and Safety Department 25 Q� 34 9� DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION
of least 24 hours in advance requesting finish lot grade and drainage 24 36 35 N,T.S. NOT TO SCALE3p X DEPTH OF REQ'D OVER EXCAVATION
inspection. This inspection must be approved prior to building permit 2 3
final inspection for each lot. � _� 21 22 39 38 000P,U.E, PUBLIC UTILITY EASEMENT
24. Contractor shall notify Underground Service Alert, two days before you i8 19 2 40 cn
dig at 1 -800--422-4133. 1 41
14 15 18 43 42 r=y o44z
12 13 46 .�--' TOPOGRAPHI URV Y S URC : 0
10 11 P+ 47
48 AERIAL PHOTOGRAPHIC METHODS, FLOWN BY.-
9
e � 49 tiEARTHWORK ESTIMATE Q`
Underground Service Alert 7 �,o� Si 5° G. ,._�- ROBERT J. LUNG & ASSOCIATES ���g�,V .� "r"A�` �• "
b2 !' ' 2832 Walnut Avenue, Suite E (EARTHWORK
e 53 � (EAR WORK QUANTITIES FOR PERMIT PURPOSES ONLY)
Call: TOLL FREE �; Tustin, Co. 92780 �� X10'���� .
U
• 5 57 5e 5 �� (714) 832-2077 TOTAL G U T....................350 G.Y. � ,�e` '
000,
58
1ww800 0 41
TOTAL FILL....................35D C.Y. ,�
3 59 � 00
2 8 NOTE
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81
227_2600 1 N1OILS____.ENG1NM: THE ABOVE LISTED QUANTITIES REFLECT THE ENGIN
EER S ESTIMATE OF THE ACTUAL 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 QUANTITIESCE 0
TWO W0RKING DAYS BEFORE Y 0 U DIG 2280 Wardlo w Drive, Suite 150 7620 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON
0 100 200 400 600 800 Corona, Co. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
(909) 699-6193
(909) 279--4000 CONSTRUCTION MAY VARY.
"CAUTION": Remember that the USA Center 0
00
notifies only those utilities belongin to
SCALEi 1'=200' \f
the center. There could be other u ilities o
present at the work site. The center will
inform you of whom they will notify. Z, cD
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RECOMMENDED FOR SEAL coi, m SEAL
LEGAL_ DESCRIPTION: APPROVAL APPROVED BY DATE HUNSAKER & ASSOCIATES SHEET N0.
�.. ��� COUNTY OF RIVERSIDE
PARCEL 17 OF PARCEL MAP 24387, AS RECORDED IN MAP ��QR� xONq�\ IRVINE INC
�uoo� < �� TRACT NO. 23067-5
FOR TRANSPORTATION DEPT. RNERSIDE OOUNTY CALIFORNIA
BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS �v� Fsro F 111 INLAND EMPIRE REGION0
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA !2
ti PHASE 6ro
a R.C.E. N0. ,: 2900 ADAMS STREET, SUITE A-15
i
N0, 58020 r, RIVERSIDE CA 92504 (9091352-7200 _
�+ OF ._ SHTS -
The private engineer signing these plans is responsible for assuring the accuracy DATE EXP. 6/30/02 P R E PA R BY DATE �` PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 11 - 76 & 57 cn
and acceptability of the design hereon. In the event of discrepancies arising after 0 O
county approval or during construction, the private engineer shah be responsible DATE BY MARK APPR. DATE CHECKED BY ��qT CZVI%. �c'~� PRECISE GRADING PLAN FILE NO.
..- , A BRASS DISK STAMPED RN. CO. 5Utt. T-271 IN CONCRETE
SCALE BENCH MARK
`�\F pF SFO 1 --200 FLUSH+v.3 M. MILY. of BUTrrUF1E�D STAGE RD.*1r W. OF
for determining on acceptable solution or revising the plans far approval by ENGINEER REVISIONS COUNTY DATE CAL PAUL UDDLES ON JR. AN ASPHALT DwY. *45' N. OF CIL RANCHO CAUR RD. IN AN
the county. DESIGNED BY DRAWN BY CHECKED BY ��` DATE UNIMPROVED AREA tz' W. OF tmu7r Poll #175119M FOR W.O.
R.C.E NO. 58020 EXP. DATE - 6(30102 SEPT. 2000 ELEVATION a 1230.56 CENTEX HOMES 0919-23067
ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
A LANDSCAPE AREA DRA►N PER DETAIL HEREON. 0 EACH
T.G. ELEV, 1'-0" SPEED-D-TUFF GRATE LOT NO. B CURB OUTLET PER DETAIL HEREON. 0 EACH
N.D.S. No. 1212 (GREEN) C 3" A.B.S. PIPE 0 LF.
(SEE PLAN) OR APPROVED EQUAL p�
1 F.G.
G. e P.L.
L D CONSTRUCT RETAINING OLL PER RN. CO. MRM 284-197 REN. 10/94 0 LF.
5 MIN. E CONSTRUCT RETAINMIBG W4U W100D FENCE ABOVE POR DETAIL �1. 0 L.F.
GRATE HOUSING 15' TYP. 0 0' M IN.) TOP/TOE OF F REMOVE& REPLACE DRVVMY AS l ARI: 0 LF.
ADAPTER N.D.S. No. 1221 F.L. 1 SLOPE SHOWN
REDUCER OR APPROVED EQUAL F F 3 MIN. 0 N PLAN
O 5' MIN.
PIPE RISER PLASTIC TEE ��`� C ``Z
z z z LLJ
z F.L.
NOTE. FOR BINDING g M J 3' MIN. z
A.B.S. TO P.V.C., ELEV.
CONTRACTOR TO m o
PIPE SIZE INV. ELEV. USE WELD-ON 194 PAD ELEV.
PER PLAN (SEE PLAN) SOLVENT OR EQUAL. 2%MIN. m
A B � *2:1 MAX.*
PAD 6"MIN.
LANDSCAPE AREA DRAIN DETAIL �, ��
ELEV. \ 6# IN. ?r Mq ELEV
A / �� k s MIN.
NOT TO SCALE G.F.F ELEV. B.S.L. 12"MIN. � 1 � 4 �\
4%MINN20%MAX for 3'
then 2%Min-20%MAX.
12"MIN.
* EXCEPT BERMS LESS THAN 1' HIGH
MAY BE CONSTRUCTED AT 1 1/2 TO 1
a
SECTION 99A - A
CU FACES ° �SIDEWALK o
PER IMPROVEMENT PLANS PER GRADING PLAN .,y DIRECTION of FLOW
CONTRACTOR TO PROVIDE CONSTRUCTION
JOINT IN SIDEWALK ® CENTERLINE OF "OPEN " E CAP OVER TYPICAL LOT FINISH GRADIN G
PIPE R/W OPOF TEE ETO ACT AS BUBBLER N.T.S.
3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS)
DRILLED IN CURB
SET INVERT OF PIPE SIDEWA �� P.L.
1/2" ABOVE FL. GUTTER C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN. - 5' MIN.
ROUGHAT PRIOR TO F.L. F.L.
6" P.V.C. 90r TEE BUILDINGCONSTTRUCT ON MIN 1 " 3' MIN. LO
�-� z
EXTRA DEPTH
C 3•• A.B.S. (FOR CLEANOUT) z 3
6" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE 6'6" z
CATCH BASIN & PIPE , OR OTHER
SIMILAR DRAINAGE DEVICE IS o OF FOOTING TO 0
AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP BE DIMENSIONED ❑
B FIREPLACE OR PORTION OF m ON PLANS I LESSOR m
NOT TO SCALE THE BUILDING EXTENDS WITHIN 6, IN
MINIMUM ESTABLISHED DRAINAGE PAD
SETBACKS. ELEV. ° 2%MIN. "
*2:1 MAX.* PAD 6 MIN. _. a
3. SEE ST. PLAN 101 FOR 12"MIN. ��� 5"MIN. ELEV. 4
DRIVEWAY APPROACHES. 121 MIN.
2%MIN.
2:1 MAX.
4%MIN-20%MAX for 3' N
then 2%Min-20%MAX.
I
u7
* EXCEPT BERMS LESS THAN 1' HIGH
R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 0
3'
IN-GROUND UTILITY HOUSINGS X "� " (0
WATER METER CABLE TV ETC. SECTION B B N
1 MIN. ( )
PAD FLOWLINE SWALE X TO BE INSTALLED FLUSH TO ALLOW h
UN-OBSTRUCTED DRAINAGE I
1/4"PER 1'
4.2% Ln
2�% u
2% h / a
FLUS4OD
USED SHAM. BE INSTALLED h X
1F
WITH SWALE TO ALLOW :;,; UP TO 5' 1'
UN-OBSTRUCTED DRAINAGE '''` FI G. N o. Z
MORE THAN 5' h/2(MAX 5') P.L.
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 3
0
TYPICAL SOD AND UTILITY ETAIL 2' 4 F.L. w
15 TYP. _z
NTS 1. SECTION "A-A" APPLIES WHEN THEJ
DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. U_
EXCEEDS 1.0'. HEREON o
2. SECTION "B-B" BERM TO BE m APPLIES WHEN THE
DIFFERENCE IN PAD ELEVATIONS IS REMOVED
1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE----,,,,,, I PAD
SHOWN ON 5�° MAX ELEV. 6"M}�N.-- o
OF FOOTING IS SHOWN ON THE .
GRADING & STRUCTURAL PLANS. PLAN �� 2-� M/N�
3. IN NO CASE SHALL THE SWALE
O
W
FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3'' 12"MIN, cn
PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN
then 2%MinN20%MAX. LIJ
�
FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE.
OF 2%. PLANTS AND SHRUBS SHALL
3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION ��C - C w
NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF
Q
AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH.
TYPICAL REARYARD GRADING
FINISH FLOOR
PAD 4.29, PROPOSED WALKWAY
D
..�� 2=�'- 10' N
D
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1 �
IN GROUND PLANTER DETAILLU
NTS ��,•�ti�' ��1• �G•��� ��1• q-
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PLAN 1 PIAN 2 PLAN 4
TYPICAL ELEVATION DIFFERENC �Y L ELEVATIOND/FFERENCE 2301L 2814E PLAN 3 3378L
URB P=00.0 =00.0 5'MIN. 2973E P=00.0
TOP OF CURB TOP QF._-C - FF=00.50 F =00 .50 P-00.o Lo FF=00.50 LO
CHANNEL, STREET NIGHTHAWK_ PASS I 50, ,MI 5'MIN. FF--oo�o �. o
j --- 5'MIN.
5'MIN. X
-ZMIN. I I P, �
5'MIN. 5'MIN. 140' Z w
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Underground Service Alert
TOP OF SLOPE GFF= GEF= G�'F=
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`-SEE DETAIL ON SHEET w
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Call: TOLL FREE 2 o N N PLANTER AREAS(TYPICAL)
♦ a N N �+
1 800
H/3 BUT NEED NOT �
227�2600 TOE OF SLOPE EXCEED 40' MAX. 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3378 SQ.FT. 4 \e V, I _J:►
2 STORY 2 STORY 2 STORY 2 STORY @ 1%
3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE � � ° �
TWO WORKING DAYS BEFORE YOU DIG I&
00
"CAUTION": Remember that the USA CenterET8 C FA TYPICAL HOUSE TYPES
� , Oil , DECENDIN���QP�
notifies only those utilities belongin to NTS
the center. There could be other Jilities SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS
present at the work site. The center will
Inform you of whom they will notify.
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APPRO A�DED FOR SEAL COUNTY SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET No.
Q�pFESS/p � IRVINE, INC
TRACT NO. 23067-50
r ViUDD( 11 FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY GWFORNIA "f M ,` 1`0O F
ti� INLAND EMPIRE REGION 62 N
/ 4 �s� z R.C.E. N0. 2900 ADAMS STREET, SUITE A-151
PHASE
N0. 58020 m RIVERSIDE CA 92504 (909)352-7200 OF SHTS -
a 3
EXP. 6/30/02 '/ PREPA B DATE � PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 11 - 16 & 57 o
The private engineer signing these plans is responsible for assuring the accuracy DATE
and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY 9j. C L -�� BENCH
A DISK STAMPED RN. CO. $�. T-27-e, IN � PRECISE GRADING PLAN F'�E "o. 6
DATE BY MARK APPR. A `� F /Y I FOSSCALE AS NOTED D E C H MARK �I *0.3 Mi. WLY. OF BUTTERFIELD STALE RD. 112 W. OF
county approval or during construction, the private engineer shall be responsible ` OF i '
t\ CAL -� PAULff"HUDDLE8TON JR. AN ASPHALT DWY. 145 N. OF C/L RANCHO CAUR RD. IN AN
for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE DATE UNIMPROVED AREA t2' W. OF VnU Y POLE #175119M FOR W.0
the coun DESIGNED BY DRAWN BY CHECKED BY R.C. NO. 58020 EXP. DATE 6 30 02 SEPT. 2000 ELEVATION - 1230.56 CENTER HOMES 0919--23067
ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH
B CURB oma PER DETAIL HEREON. 0 EACH
C 3" AB.S PIPE 0 L.F.
D CMWRUCT RL7Ar1VM MILL PER RN. CO. Fi7R11/284-197 REV. 10/54 0 L.F.
E CLHWRUCT RETAINING WALL WIWW FENCE ABOVE PER DETAIL HV EM. 0 L.F.
F RaKW& REPLACE DRIVEWAY A5 NECE:SSW 0 L.F.
y I I tri n':A ~�� f�\ -�
' rGU �� ' � �G j y c•,� I N1 gyp. -0- �._- \60 53s,
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2814R 2301L T ' 2973L {! P= 1198.2 , P` 1
PLAN 4 P= 1204.1 P= 1203.3 PLAN 4 P=1200.1 ` _ FF- 1198.7 l °��GoG- i + FF_ '
3 3'7 8 L FF= 1204.6 _ FF= 1203.8 3 3 7 8 R FF= 1200. " . '� ,y. 8.0% 7 ( ,
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2272600
TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90
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"CAUTION": Remember that the USA Center 00
notifies only those utilities belongin to ro
the center. There could be other Jilities SCALE: 1"=30' o
present at the work site. The center will z
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RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY DATE ' fCOUNTYSHEET NO.
APPROVAL HUNSAKER & ASSOCIATES O F
QRoFEss lo \�� H IRVINE, INC
� NuDo�Fsr� �l TRACT NO. 23067-5 CD
�� FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY C�WFORNu � '` ' INIaAND EMPIRE REGION 3
Q - R.C.E. NO. d`.` 2900 ADAMS STREET, SUITE A-15 PHASE 6
°- N0. 58020 m/ RIVERSIDE CA 92504 19091352•-7200 OF 3 SHTS
r a W�cP• 6/ 0/02 PREPARED BY DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 11 - 16 & 57 o
The private engineer signing these plans is responsible for assuring the accuracy DATE 1r
and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY ��` � FILE N O.
county approval or Burin construction, the private engineer shall be responsible DATE BY MARK APPR. DAT t,9�F CiV I� p�`� �2 SCALE ns NOTED STAMPED DW �• CO. • T-27-81 IN CONCRETE PRECISE GRADING PLAN o
g p g p �� of F BENCH MARK F� i-0.3 MI. WAY. of BUMMELD STAGE RD. 112 W. OF
for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ������� PAUL R. DDLE TON JR. AN A UNIMP&TT � . w N.Q c � c,UMAY POLE �AU. Rio. IN AN FOR W.O.
the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. O. 58020 EXP. DATE 6/30/02 DATE DEC. 2000 ELEVATION - 1730.56 CENTEX HOMES 0919--23067
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