HomeMy WebLinkAboutLot 1, 2 Precise Grading GENERAL NOTES 4t
1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT17 Rp�1CN� A �� aoAo
AMENDMENTS. CIL
ROAD
2. APPROVAL OF THESE PLANS B THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE W
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. LOTS 1
Nu 2
3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO �a VIA RAMI � � n
IMPLEMENTING THE CHANGE IN THE FIELD.
PA10 0231 TEMPORARY SALES TRAILER AND PARKINS �.' � PAUBA M�D�BEQ� CREAT �
4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY.
I AGO PLACE
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5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. Q ROAD
p
recise Gdrr�g PIan �
6. CITY ORDINANCE 94-25 STATES THAT X10 PERSON SHALL ENGAGE I N OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION � � oN��
a
SITE IS WITHIN ONE-QUARTER ( 1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6: 30 P.M. AND 6: 30 A.M. , In CityMONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 A.M. AND of Temecula� Sate of aliforni
pP Io Pico
6: 30 P.M. , ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED
HOLIDAYS. N Ao�rO<� ROPE RD• o
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES � HWY. 79 �
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY DISTURBANCE OR GRADING. �--- TO SAN DIEGO
PROJECT
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE I5 NOT ACCEPTABLE): - - - �- - - -
SITE
SCOTT HANSEN, KB SOUTHERN CALIFORNIA - COASTAL (951 )691-5239 REAMER COUR10 17 VICINITY MAP
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE - NOT TO SCALE
DURRTION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. �
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING
UTILITIES.
11 . CONSTRUCTION FENCING: ASIX FOOT (6' ) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL � + �� LEGEND
ROOF SYSTEMS ARE COMPLETED FOR AS DEEMED NECESSARY FOR PUBLIC SAFETY, THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL -
ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. I � �� _ TOP OF CURB 0000.00
TC
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE I � � FLOW LINE
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY) .
HIGH POINT HP
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCQQMD) RULE 403, INCLUDING I I
METHODS APPROVED BY THE CITY ENGINEER. I � ��
f � � FINISHED GRADE FG
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE � � ( �� ► FINISHED SURFACE FS
OCCUPANCY RELEASE FORM.
1
^�� � I I
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE TOP OF GRATE TG
f I � � > I s�
NOTES. I --�-^- �^^� � I.
J I ( ( ( I � � � 9��,,', TOP OF FOOTING TF
16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. I � I, i � I � � � � TOP OF WALL TW
CN
GRADING NOTES � � f ��_ �� J � = TOP OF SLOPE Ts
1 . ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL L j���� � I �I � J Z PAD ELEVATION PE 0000.0
CODE, AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION I WATER SERVICE
ACTIVITIES. �----��LLLL� (I ( I m
2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOILS REPORT BY GEOSOILS. INC. DATED JUNE 10.
L_�_�__�� SEWER SERVICE -U
2010. L---�---�--J 1 DRIVEWAY
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. � � _ � J _ __ � - ---- - - - - - - - J 20 10 0 20 40
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ( 1 .5) SHALL BE SUBMITTED TO THE LAND PROP. WALL PER SCOPE
LD10-017GR � SCALE: 1 "=20'
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 120 J �
THIRTY FEET (30' ) IN VERTICAL HEIGHT. � LOT NUMBER 2
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP _ ��::. ,..-•--- '" INVERT ELEVATION IE
OF ALL GRADED SLOPES OVER THREE FEET (3' ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE �
RUNOFF AWAY FROM THE TOP OF SLOPES.
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT ........
i
CONSTRUCTION NOTES QUANTITY ESTIMATE
OF ANY CONSTRUCTION/GRAQING ACTIVITY. `M `
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER SUNNY MEADOWS DRIVE NO. ITEM QUANTITY UNIT
COURSES SHALL BE PERMITTED. �1 LOT GRADING (2 LOT X 50 C.Y. )
-�_ _ �_ _ 100 CY
8. TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE CONSTRUCT 3" A.C. OVER NATIVE SOIL (3,685 SF) 88.2 TON
IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING �� -f J OF To Po G a A PIS O PAINT 4" SOLID WHITE PARKING STRIPE 100 LFOPERATIONS. SOURCE
F X I SIN G OPJMI�LY_1(�10 Cl��b'ES )- INSTALL. WHEEL STOPS 6 EA
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND Wr_�o9 S6WNG PLM ��.�l`�'�, p0"�•6R�. O5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA
OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET (50 ) , THE TERRAIN MUST BE KEYED
AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85% WATER SATURATION. 6 PAINT 4" SOLID BLUE HANDICAP STRIPE � 2' O.C. too �F
�
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO BASIS OF BEARINGS SOILS ENGINEERS CERTIFICATE CO INSTALL 2" X 4" REDWOOD HEADER 237 LF
5HALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT THE BEARINGS SHOWN HEREON ARE BASED ON A OO PAINT SOLID WHITE "NO PARKING"; 12" MIN. LETTERING VISBLY 1 EA
(1 ' ) IN DEPTH HAVE BEEN PROPERLY PLACED. PORTION OF THE CENTERLINE OF BUTTERFIELD STAGE I 000 W. SKP.,,(,�`� A REGISTERED CIVIL ENGINEER OF THE STATE OF LOCATED TO TRAFFIC ENFORCEMENT (SEC. 11298.3)
ROAD AS SHOWN ON TRACT MAP 24188-1 FILED IN CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL U9 INSTALL RAMP WITH INTERMEDIATE SWTCH-BACK RAMP PER ADA 1 EA
11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTI0N DIVISION (951-30-6395) AT LEAST 48 HOURS IN ADVANCE BOOK 281 , PAGES 24 THROUGH 32 OF MAPS IN THE MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS STANDARDS.
REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT OFFICE OF THE COUNTY RECORDER OF RIVERSIDE PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON
CLEARANCE FOR EACH LOT. COUNTY, CALIFORNIA, BEING N 04°25'05" W. (� -/0- �.o/O ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING 10 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF � EA
TEMECULA STD. N0. 207
INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE ASSESSOR PARCEL NUMBERS
PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND IL
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND 2007 CBC GDING NOTE:
LOCATION OF CUT/FILL SLOPES. 955-542-001 AND 002 CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION
13. PRIOR TO RELEASE OF 'A BUILDTNG PERMIT, A REGISTERED SOILSfGEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT LEGAL DESCRIPTION MENTIONED ABOVE. TIE ENGINEER OF RECORD HAS DETERMINED 'T'HA'I'
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUbE A STATEMENT THAT THE GRADING HAS CONSIDERING THE SITE CONDITIONS INCLUDING THELOTS
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 1 AND 2, ALL INCLUSIVE OF TRACT 24188-2, p,�y1SOIL AND CLIMATE, THE PROPOSED SITE DRAINAGE
I N THE CITY OF TEMECULA, COUNTY OF RIVERSIDE,
���
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES,
STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN SIGNED +a�% ��'� ' ��,�'��y�� SLOPES SHALL BE SATISFACTORY SND DO NOT
SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL BOOK 396, PAGES 25 THROUGH 32 INCLUSIVE, OF 0 WARRANT TMORE CONSERVATIVE
INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF gs x �:o. RCE 47C67 �`� THE
PREVENTION DEVICES PER THE U.P.C. SAID COUNTY, AS AMENDED BY A CERTIFICATE OF �7 7 ;rx Exp,,��3:�LI ft REQUIREMENTS SPECIFIED BY BUILDING CODE.
CORRECTION RECORDED JULY 19p 2007 AS INSTRUMENT R.C.E. NO. ,��,� .,��• LD 10-036GR
NO. 2007-04701�4 OF OFFICIAL RECORDS. ,, L �� D �;�, r!°�1� �fl�''
PLANNIND ■ DE91ON ■ CONSTRUCTION OWNER APPLICANT -+.���� C °� oi�'�'�`►L, BUILDING AND SAFETY
KB HOME COASTAL, INC. DATE
REVIEWED FOR COMPLIANCE WITH TITLE 24
36310 INLAND VALLEY DR.
a m . 40810 COUNTY CENTER DRIVE WILDOMAR, CA 92595 DISABLF�2�1:�_ . p
� EQ• IREMENTSNLY
TEMECULA,CALIFORNIA 92891-4879 (g51 ) 691-5300 APPROVED BY.
GO N S U LTI N C3 951.878.8042 • FAX 951.678951.676.72-40 . �.R�.� (951 ) 657-7982
m WDID# 93%3C357742 'J e/`' � v
NAMEkj DATE
COUNTY OF RIVERSIDE DESIGNED BY DRAWN BY CHECKED BY SHEET NO.
CONSTRUCTION RECORD DATE 8Y REVISIONS DATE ACC'D BENCH MARK B.M. T-29-81 SCALE Q�OfESSlpy'l TCB TCB TCB RECOMMENDED BY: _ t DATE: � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2-1/2" BRASS DISK IN CONC, CYLINDER LOCATED
FROM THE INTERSECTION OF FRONT ST. MO RANCHO@�'� PS UR �` -"-`
CONTRACTOR CALIFORNIA ROAD, t.8 MILES N.E. ON RAIVCtio HOR(ZONTAL �`� ,� 'yJ, � PLANS PREPARED UNDER THE SUPERVISION OF
y o � � ACCEPTED BY: DATE: ��$��� �� ....� l PRECISE GRADING PLAN
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO � = o r., Fol<,GF�96BUT PASEO DEL SOL - TR 24188-2
CAI.IFORfVIA ROAD MARQARITA ROAD, IN THE N.W., AS NOTED w No•69069 r'"i r''INSPECTOR CO(�R OF TI-E INTERSECTION t' E. OFA 7' CHAIN cc � r,, ';.';:
LIW( FENCE, 21'x18' AROUND S0. CALIF. GAS {x �4 . DATE: � O �V DIRECTOR OF PUBLIC WORKS / CITY ENGINEER tl " ° ;;�;a�
VALVES, 40' N. OF P.P. (NO.�t), 94' N. of THE �!' ''r THOMAS C. URNS DE R.C.E. NO. 47109 �� .. ., .:�.: LOTS 1 AND 2
VERTICAL 1 C/y��, � .........
CENTERLINE of RANCHO CALIFORNIA ROAD. 7t pQ� R.C.E. NO. 69069 a�190 : : PA10-02312 SHEETS
DATE COMPLETED FIBERGLASS WITNESS POST SET 1' W. of ANT. NSA f of C�\.�`` �'9. d�. TEMPORARY SALES TRAILER AND PARKING o�
ADJ. DATE 9/13/82 ELEV, 1128.410
8" SEWER
MH NO, 16
LOT 3 LOT 2
1 .00% 12 50.4 RIM
CL
INTERSECTION
X 12+61 . 13 BEA ER CO RT
3' 4.51 ' 12' 1a REAMER COURT = +
- - PROP. LAT S. PER 11 81 .87 8 NGHAM DRIVE
SWR./WTR/ IMP. PLAN ,�-.
w
Lo
r• 8 WATER �-
._...-- - ..--- 52. 19 TC cq `o 51 .80 4 PROP. -> 0
52 26 + 52.02 TC � � C&G + 50.57 TC
51 .69 FL ,�- �, 51 .52 FL TC
TC /B-CR �l
2
EARTHEN SWALE
51 .76
TC cn S/W
SECTION A-A �' 50.8
NTS FG
o , 1 , R/W �- v ,
N54 35 02 W 49.4 N54 35 02 W 46.79 MH N0, 15
os ow ST-nlif
�j,� 48.9 RIM
52.46 52.39 �o
FG FS o0 52.22
FS
b FG o
1 3
0.� 52.55 `� ��• J •
53.42 , � cn 7 FL �`�' �'
VARIES [,p4' 6' 2' BEAMER FS V7 U) c� to
COURT -GB- 6
2 1, 48.7
•0 ' 2.0% 1 53.62 0, ' �.. 48.54 TC
MSN, MIN. 53.3 4IN FG z
. FS
-. - FS 53.2 ECR w
54. 1 7 1 .09 H PARKING LOT DATA
FG � � -�
FG J
. ' 7 a? 52.98 �
EARTHEN SWALE 2. 1 SLOPE BEARING/DELTA RADIUS LENGTH TANGENT
PROP. C&G � � ` - FL � � � ,
0D 1 N35 24 13 E -- 83.54 --
PER
PERL 1 - 0 � 1 .0�
" , , ,
---- m oc� 2 90000,00" 5.00 7.85 5.00
PROP. S/W 7 ,
PER LD10-05500 3 N54 35 47 W -- 39.00 ---
i Ln 14.47' 35' 4 N35°24' 13"E -_ 36,47'
47'SECT ION B-B 1�
24 20 5 N35 24 13 E -- 31 ,53' --
NTS 54. 1 53.86 , N 4 47" 1 r _-
53. 10 0 2 6 5 35 w 3 00
FG FG 5 , ,
.- FL � 7 90 00 45 15.00 23.57 15.00
4 _ _ 8 N35024'58"E -- 5.57' -_
TYP. w d , �, ,
' �, °- w 4 6 9 N54 35 47 W --- 19.05 -_
• z TYP. 19.059 o5 z . j -- 1 --
t" a cq ¢ c 1a N35 24 13 E 6.00
o 53.60 I a 53-94 J w -j to _ �- 1 11 N54 35'47' W -- 15.05' ----
FS a FS 2 � X z �' .�.� 1 a ,
. � 0 .� ¢ w .� �--- 12 N35 24 13 E --- 36.41 _-
SALES TRA I LER Q- 2 r- 53.72 `� o �- �, !z 0 1 1-�- 1 � 13 N54 35 47 W -- 20.63s ---
w (n � .--. z o� o ,
LOCATION , FS z < � 14 N35 34 44 E --- 3.00' -
8 VAR VAR. a w t�,�
' 61
- w ac 15 N35 28 54 E �-�- 7000' _-
�, 1 .0� 1 .o� � �-- � w w ,� � � �
�- 11 a CL z - �--+ 16 N 4 '47' W ---- 32.6 ' --
2.o , , � (� cn �, cn o0 5 35 2
2.0Z a �.. 17 N35°24' 13"E -- 9.94'MAR.. z ,- to ...� p
BINGHAM , �, N cr v
DRIVE A--A 4 - --� o -
C C <
EARTHEN SWALE 2.0%
7 MAX. z
PROP. C&G 3' 4 51 ' 12' 32' 9 i 1 ca m
CONSTRUCTION NOTES
PER LD10-055(0 � 12 8 C�
PROP. S/W
54. 1
T-- 0
2 CONSTRUCT 3" A.C. OVER NATIVE SOIL
PER LDIO-055CO FG 53.86 °' PAINT 4" SOLID WHITE PARKING STRIPE
FG 9, ' w
� 6 ' 4 INSTALL WHEEL STOPS
SECTION C-C 54.05 ,�
FS SCREEN FENCE I PORTA POTTIE �
NTS 9 ARCH. PLAN - 5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL
53.98 > 2PER ARCH. PLAN /-PER
7 8 �,z cy
FS �., 0 54.38 1 � 6 PAINT 4 SOLID BLUE HANDICAP STRIPE @ 2 O.C.
53.60 z -�. 53.57 [ �,
/ 1,, % FS ,
54. 1 FL 1. 54. 1 8 FL z 7 INSTALL 2 X 4 REDWOOD HEADER
3 �� I
EG L� FS PAINT ID WHITE "NO PARKING"; 12" MIN. LETTERING VISBLY
54 05 54.3 i I S SOL I
-a `� FS FS
54.28 - LOCATED TO TRAFFIC ENFORCEMENT (SEC. 1129B.3)
�- � FS (� r`
53.66 , 13 �? INSTALL RAMP WITH INTERMEDIATE SWTCH-BACK RAMP PER ADA
54.2 0 X � �r� cn � U- � STANDARDS,
1 .54' VARIES FL _ ,D � Lo w ,
l c FS c� 1 PERIMETERWALL
M1a CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF
4 _49- 54. 1 16 o� FENCE WALL PLAN
�. 54. 1 53.98 53.85 / TEMECULA STD. NO. 207
�`' HP-FL - - FL N f"� I FL _
ZHP FL 1 .0% MI _ ,� w 53.3
53.7 �-
FG
FG N54°41 '04"W 45.38
31 '0g�,,� 49.53 44.93' TC
N58
SCREEN FENCE
PER ARCH. PLAN -
r �
PROP. RET. WALL120 �° F f
2 PROP. RETAINING WALL,
PER LD10-017GR
PER LD 10-017GR
EARTHEN SWALE
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SECTION D-D
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loom
I
NTS .97
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Q27 .. ..... .... ...........,.w«a _....n.Yom... -
�.25
43'25
ill P
44.58
TC
c�
INTERSECTION
� 10 5 0 10 20 30
SUNNY MEADOWS DRIVE
10+00.00 BINGHAM DRIVE
ti? =43+11 .95 q SUNNY MEADOWS DRIVE
SCALE: 1 "=10'
LD 10--036GR
PLANNING IN DESIGN r CONSTRUCTION •°° �
. - BUILDING AND SAFETY
-- REVIEWED FOR COMPLI UC WITH TITLE 24
44810 COUNTY CENTER DRIVE DISABLE S EQ U E M E N TS ONLY
TEMECULA,CALIFORNIA 92591--4679 �~
■
C D 1�1 S U LT 11�!G
951.$76.8Q�F2 FAX 951.678.7240 www.RBF.com APPROVED B Y: :�
NA DATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OFRIVERSIDEES$ DESIGNED BY DRAWN BY CHECKED BY �`"""'�"' SHEET NO.
B.M. T-29-81 SCALE ���� r4y RECOMMENDED QY. r ATE: CITYOF DEPARTMENT OF PUBLIC WORKS -
2-�-1/2 BRASS DISK IN CONC. CYLINDER LOCATED u ! TCB TCB TCB
TEMECULA
FROM THE I NTERSECT I ON OF FRONT ST. AND RANCHO �� � • UiQ
CONTRACTOR CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO HORIZONTAL ,``�► .��"` 'LJ, � PLANS PREPARED NDER THE SUPERVISION OF
C0 _ _
CALIFORNIA-ROAD TO THE-INTERSECT ION.OF-RANCHO +'" ACCEPTED B Y '� � DATE:
,� �, PRECISE GRADING FLAN
CALIFORNIA ROAD MARGARITA ROAD, IN T� N.W., AS NOTED � Na.6909
COFFER � T� I NTERSECT I ON 1 E. �' A 7 CNA I N � ' � �
� �► ',� EG LER `' - ,� 24188-2INSPECTOR � PASEO DEL. SOL TR
LINK FENCE, 21 X B AROUND SO. E
' 1 AR CALIF GAS . DATE DIRECTOR REC O 0 ENGINEER
�t �� � T R F PUBLIC C WORKS / CITY ENG N R
VALUES 40 N. OF P.P. Nd. 34 N. � TI-� '� :. -. .s-
I #)� VERT I CAL �'j 1� '�. TH MAS C. BUR IDE
�' R.C.E.RCENO. 47109 LOTS 1 AND 2
DATE COMPLETED
CENTERLINE � RANCHO CALIFORNIA ROAD.
;1 � 1� ��` R.C.E. NO. 6 9069 �
FIBERGLASS WITNESS POST SET 1' W. OF T. C�� TRAILERN A ¢F ���1 , PA10.0231 TEMPORARY SALES AND PARKING OF 2 SHEETS
ADJ. DATE 9/13/$2 ELEV. 1128.410 ,