HomeMy WebLinkAboutTract Map 32436 Lot 19-29 Precise Grading EM-
GENERAL NOTES:
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1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND 15 15 Or SpR�NcS
SUBSEQUENT AMENDMENTS. 131 ? fir
2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE NOTE:
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. EROSION CONTROL MEASURES FROM ROUGH GRADING FOR
J. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO Fri( IP!i1::3FTRACT 32436 (005-01GR), SHEET 4 OF 4.
IMPLEMENTING THE CHANGE IN THE FIELD. xll��
4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY.
CONSTRUCTION NOTES AND QUANTITIES:
15
0� �o
5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. ■
6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE ir
O CONSTRUCT CURB CORE FOR 3" DRAIN PER CIN STD. 303 1 EA. �
AND DETAIL SHOWN HEREON. PROJECT � ��
CONSTRUCTION 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., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS
Q2 4"
OF 7:00 A.M. AND 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND 2i) INSTALL P.V.C. SDR-35 DRAIN PIPE 59 L.F.
NATIONALLY RECOGNIZED HOLIDAYS. O3 INSTALL 12"x12" NDS AREA DRAIN PER DETAIL SHOWN HEREON. 1 EA.
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES O4 CONSTRUCT CONCRETE SIDEWALK 525 S.F. { Q
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS �pP
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SIDE DISTURBANCE OR GRADING. O CONSTRUCT CONCRETE DRIVEWAY 2,515 S.F.
NOT ACCEPTABLE): ,Y,KS
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS ) �� � .�. � 24. 2]� 2CURB R�w "OPEN GRATE" TYPE CAP
LADIO KYTUCA RICHMOND AMERICAN HOMES (818) 266-2656 2J1 � � -� OVER TOP OF TEE TO ACT
(RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) � � ' �' `J � r' ' '' �,r; ' ; AS BUBBLER
3.5 0 HOLE CORE
LADIO KYTLICA RICHMOND AMERICAN HOMES (818) 266-2656 22f�, 25�,' 2-6' � 29 DRILLED IN CURB SIDEWALK � � VICINITY MAP
(RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) � I --� -- ,rte "%�� SET INVERT OF PIPE
NOT TO SCALE
�� 1/2" ABOVE FL GUTTER '- - - - -
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE I Z�� AMESBURY LANE �'---- � 4" P.V.C. DRAIN LINE
DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. - -
SEE PLAN
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF SHE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING �,� � s' 324981
3" A.B.S. @ 4" P.V.C. 90' TEE
UTILITIES. 20 _ S=0.02 MIN. (FOR CLEANOUT)
- ---, 2 4" TO 3" A.B.S. REDUCER
11. CONSTRUCTION FENCING: A SIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL 191
ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETYY, THE MAINTENANCE FOR CONSTRUCTION FENCING
UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. � �' � AREA DRAIN CURB OUTLET DETAIL LEGEND OF ABBREVIATIONS & SYMBOLS
12. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE NOT TO SCALE T.C. TOP OF CURB �--- 100 - EXIST. CONTOUR
7 F.L. FLOWLINE ELEV. �-100--- PROP. CONTOUR
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY). � `� `� T.G. TOP OF GRATE -- PROPERTY LINE
Q a G.B. GRADE BREAK - � - �`- - DAYLIGHT LINE
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING 0 I ' �� � �... Z% SPEED-D-TUFF GRATE F.G. FINISH GRADE 2� _ SHEET FLOW RATE
METHODS APPROVED BY THE CITY ENGINEER. �..� ' � r� c, N.D.S. No. 1212 (GREEN)
% OR APPROVED EQUAL R.G. ROUGH GRADE --�- CENTERLINE
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF Z 1 ', � W, � T.G. ELEV. 12" F.s. FINISH SURFACE _ ,�o�'?'
THE OCCUPANCY RELEASE FORM. - `' t______ ______ __ Z � SWALE HIGH POINT
- � � (SEE PLAN)
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE _ __ - 1�= F.L. INV. INVERT OF DRAIN -_ q FLOWLINE
NOTES. _ ,, 1, o. 1��N�1i-�% i(i,�.i P. PAD ELEVATION _ AREA DRAIN
� i GRATE HOUSING F.F. FINISH FLOOR ELEV. TDP OF SLOPE
! 7 � ' i' ( �' Z i w ADAPTER N.D.S. No. 1221 G.F.F. GARAGE FINISH FLOOR TOE OF SLOPE
16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. 7 ! Q i � Z REDUCER OR APPROVED EQUAL
t, � m - B.V.C. BEGIN VERTICAL CURVE ��„��,. RETAINING WALL
GRADING NOTES: PIPE RISER PLASTIC TEE 1• FEQUAL)ITTING NATIONAL DIVERSIFIED SALES INC. E.V.C. END VERTICAL CURVE r, FIRE HYDRANT
2550 AZURITE CIRCLE P.l. POINT OF INTERSECTION �o STREET LIGHT
1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM 10 THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, _�-- 0.50 MI NEWBURY PARK, CA 91320 E.P. EDGE OF PAVEMENT - - -
DEEPENED FOOTING
AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. . - 2. REFER TO FINISH GRADING. T.W. TOP OF WALL ELEV. oQF' o0F
� 4 4' PVC (SCH 40 INV. ELEV. J. DO NOT GLUE GRATE OR RISER TO PIPE, (NEED TO BE
2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND /' WAVERLY SANE _ ' PER PLAN T.F. TOP OF FOOTING ELEV.
(SEE PLAN)
ASSOCIATES DATED MARCH 22, 20051 AND AN UPDATED SOILS REPORT BY PETRA GEOTECHNICAL DATED JULY 8, 2010. r - ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) T R.W. TOP OF RET. WALL ELEV.
4. GLUE
FAST "SET FOR ABS PIPI.P.S. WELD ONN
EH773 RU 60L�ENT (MEDIUM 80D/ED D.F DEEPEN FOOTING D EXISTING WATER METER
J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. / � -, �� � �� � H PROPOSED DRIVEWAY
c..A � > /�:.. I 5. WHEN MIN. DEPTH REQUIRED !S 7, USE ONE 90' ELL. L. LENGTH
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND , NOTE: DD NOT GLUE GRATE OR RISER TO PIPE. DWY. DRIVEWAY EXISTING DRIVEWAY
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY INDEX IYI A P (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) N.T.S. NOT TO SCALE
FEET (30') IN VERTICAL HEIGHT. P.U.E. PUBLIC UTILITY EASEMENT � AC UNIT
ENVIRONMENTAL NOTE." SCALE 1 = 100' �,2 �� SQUARE INLET DETAIL T.S. TOP OF STEP 1105. 7) EXISTING PAD ELEVATfON PER
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP
(P- PER ROUGH GRADING PLAN
OF ALL GRADED SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM 3 B.S. BOTTOM OF STEP
RUNOFF AWAY FROM THE TOP OF SLOPES. STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDAGERED SPECIES N.T.S. P=1105.0 FINISH PAD ELEVATION
ACT
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE
OF ANY CONSTRUCTION/GRADING ACTIVITY. DISTURBANCE OR GRADING. - -- --
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER
COURSES SHALL BE PERMITTED. NOTICE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER �
IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR 49.3'
49.
OPERATIONS. COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE 3' I' 1 Ll
-{
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY 1 _B
OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREASER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND LINES NOT OF RECORD OR SHOWN ON THIS PLAN. � 3- G
BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85Yo) WATER SATURATION. 52,
NOTE., N �
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL "IF AT ANY TIME DURING EXCAI/ATIONICONSTRUCTION OF THE SITE, ARCHAEOLOGICALICULTURAL RESOURCES, OR ANY
SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN 5.2 ft
DEPTH HAVE BEEN PROPERLY PLACED.
ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE � � -
ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL ----------
FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING
11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-JO8-6J95) AT LEAST 48 HOURS IN ADVANCE
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY
REQUESTING ROUGH LOT GRADE
CLEARANCE FOR EACH LOT. NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT ; \"--E P
THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE � LOL6
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTYP�L
�
DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS i i -
ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO -- --
OF CUT FILL SLOPES. AN ARCHAEOLOGICAL/CULTURAL RESOURCE, ~ �
� FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT BEEN APPROVED BY THE PLANNING DIRECTOR." - � 24' EET
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN SOILS ENGINEER'S CERTIFICATE.' � 2 � ; ACCE ESMT. � 4-DLO
DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT.
BASIS OF BEARINGS: 1 SIAMAK JAFROUDI . A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA,
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051'J5" WEST FOR A PORTION OF THE CENTERLINE � 5'2� � i i I 5'2�
A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY
OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE OF MARGARITA ROAD AS SHOWN ON A MAP OF TRACT NO. , . SITE WAS
29286MB 298/86-89THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
MADE BY MF OR UNDER MY DIRECTION ON NOVEMBER 13, 2009. ONE COMPLETE COPY OF
U.P.C. �
THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY
DATE AND SOURCE OF TOPO: LEGAL DESCRIPTION:
INLAND AERIAL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
7177 ARLINGTON AVE, SUITE A
Underground Service Alert -
RIVERSIDE, CA 92503 THESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND
• PCL. A (21), LLA PA 06-0281, DOC. # 2006-0801967 CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION• � Cd��: TOLL FREE DATE OF PHOTOGRAPHY. 08/02/04 . PCLS. A (22), 8 (23), C (24), D (25), LLA PA 10-0220, DOC. # 2010-0470157 MENTIONED ABOVE � 38.8' ' � � `. ``` 40.2'
- I..............
EARTHWORK Q UA N TI TIES: PCLS. A (26), B (27), C (28), D (29), LLA PA 10-0221, DOC. # 2010-0470159 i_ - - -
• • ,.. 550 YD CUT 0 YD FILL 550 YD EXPORT . PCLS. C (19), D (20), LLA PA 06-0384, DOC. 12007-0102166
� � � \�RIW
1 800 � �� �o�Fti AREA SUMMARY: AC SIGNED � `'m � \,Tc
227�2600 GROSS ACREAGE
GE2024 6/30/12 N0. GE002024
DISTURBED ACREAGE = 0.94 AC
ARBD FOR: PRBPARBD BY: R.G.E. N0. EXPIRATION DATE I__C1L
TWO WORKING DAYS BEFORE YOU DIG PRBP
"CAUTION": Remember that the USA tenter H U N SAKE R & ASSOCIATES � of �AVF°
notifies only those utilities belonging to � �AMERICAN HOME S � TYPICAL
� R � � N E � N c DATE FOOTPRINT
the center. There could be other utilities 6171 California Avenue PLANNING ■ ENGINEERING ■ SURVEYING
resent at the work site. The center will Suite 120 Three Hughes • Irvine, CA 92618 PH:(949)593.1010 FX:(949)583.0759 SCALE ��� = 2�� WDID # 933C357834 LD10w040CR
n form you of whom they will notify. Irvine,4ej l�e�zeoe e17
CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE Q�oFEss�oN DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: l� DATE: �u�f'siin CITY O F TEMECULA
DEPARTMENT OF PUBLIC WORKS Drawing No.
�O � (
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE
DO D. A
CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ;���;
Contractor �P ����2c Plans Prepared Under The Supervision Of � Q
T 46_81 RESET 1997' EASTERLY OF THE CENTERLINE � m ACCEPTED BY: /v�"�- DATE: �� �1� � PRECISE GRADING PLAN
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED a N0. 50392 � pGT /� zQ/DXREGIUTLER
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Exp. 6/30/11 Date:
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. ERAR D. EZ DIRECTOR OF PUBLIC WORKS/CIN ENGINEER g � EMERY PLACE I - TRACT 32436
VERTICAL �'9c,��� ��`� 47109 �°''%�sg9� LOTS 19m29 1 2
ELEVATION: 1097.163' FoF CALF° R.C.E. No. 50392 Expires: 6/30/11 R.C.E. No. � SHEET OF
Date Completed NSA F
MUM_ OEM_
DATE: Oct. 14, 2010 08:44:34 AM FILE: F:\0587\Engineering\TR_32436-Emery I\Grd_Precise\Phase 1 -3\Sht01 .dwg
CONSTRUCTION NOTES AND QUANTITIES.
................. ...... CONSTRUCT CURB CORE FOR S' DRAIN PER CITY STD. 303 1 EA.
..................... ............................ AND DETAIL SHOWN HEREON.
-L-j-0 INSTALL 4!' P.V.C. SDR-35 DRAIN PIPE 59 Ls Fe
CT 32437-2 INSTALL 1Z"x1Z" NDS AREA DRAIN PER DETAIL SHOWN HEREON.. 1 Ek
LOT 15 CONSTRUCT CONCRETE SIDEWALK 525 S.F.P= 1 108. 6 CONSTRUCT CONCRETE DRIVEWAY 2s515 S*
06. 6 TC CRN,'-, 5' MIN. P.L.
15' MIN. a
TO P/TO E 0 F
F.L.076 0 .29 SLOPE SHOWN
FG 3' MIN. ON PLAN
5' MIN.
1W law _1W 9.23 77.Utr z
F.L.
L_J... .........LO 17o MIN. z
06 3' MIN.
SEE PLAN
F.F. ELEV. FOR AREA DRAIN v PAD ELEV.
110 I110-71 so -ago-H.P rL
1106-21
L0 tW44q I
0.F. 11 Z-4 TC
. .... 27CMIN
............ 8 MIN.00
1 106.J I PAD 2:1 MA. ......... - 1107, 1 CF) 6 CK) 00 YARD ESA4T. ...... P EtEV........... O-A FS 28 GFF= 8 M I PAD
4 V.F ELE G.F. -1 S R I12"MIN.1 1 0 8,6`1�- 0 Y)
. �\ ,-,oVj0ELEV.
OF
2%, MIN."20%MAX
IN 18 MIN.-2 STORY
CL . . ........t 12"MIN.-1 STORY
1106.08
..........21# 2-5'*STEPS lu A 18"MIN.-2 STORY
1 108.76 TS 000,
,0Z I1 10 7.9jes . ..........r7 RIW
SIDEWALK
SECTION 99A A
d ci . .. ..fop=L6 110 1 IOZO/ r106.8 1106.50 X 105-58 R 8 FAC E P "51 J. a.-
RIM DIRE077ON OF
RIA4 -MIT.EMP lr_� % 105.96 PUE el/Y
1106.5 now
zz FL 9.29 IIIII106-81, V).V) IEG 27- ro ft 1 4,11.27. 'ft " 1106JI TYPICAL LOT FINISH GRADING
LO 106.9(� i 106. U - (0 o6 00, I ItY 0 ItY.51 EOP 106.000' .........EO EO 0P EOP EUP P.L.
CK)u� ------------I c) LOT 2 IF.L.
P= 1 106. 0
Ld 5' MIN. 5' MIN.
0.5 F.L.0.F. 1106.9 21.2' 1 I N_� 5 I GFF= 5 1. SWALES TO BE CUT IN AT 1% MIN. 3' MIN. 3' MIN.
1P -1, H.P. 1 1070 AT ROUGH GRADE AND PRIOR TO z z
6161)
N
BUILDING CONSTRUCTION. EXTRA DEPTH OF FOOTING 10 27 Q06 N A PAVED DRAINAGE SWALE BE DIMENSIONED
C)Q�) I 2.
2 6 9 9
CATCH BASIN & PIPE , OR OTHER�i C"IN ON PLANS 1 O' OR
SIMILAR DRAINAGE DEVICE IS
00 LESS
IN. REQUIRED WHEN A STOOP "MIN.
C1, 1108.11as PAD 00 A de ELE 8 MIN.I 27,SMIN..00 I. cO PAD
[111- YARD ESMT. L__ MINIMUM ESTABLISHED DRAINAGE 6STEPS 141N. -2) THE BUILDING EXTENDS WITHIN V.1 1OZ22TS LJ.. C), 1105-728S .00"1.51 SETBACKS. 12"'MIN.-1 STORY 6 MIN. 4
4 1108. -F. I Lo 6� 4% 18"MIN.-2 STORY-r:
40 t--A I Lr) 27oMIN.I U.P� 1106.4 0.0 Ll� 0.2 --Y CP- 3. SEE STD. PLAN 207 FOR 2-1 MAX.
Cd F.L. C\j 9.F.0.F. 9 1104 S. 2"MIN.-1 STORY
17o MIN. ft 2 1
�9,6 2% MIN."20%*MAX
19 MIN.IND,--, - - V .-iW- 18"MIN.-2 STORY
11-010 75.56'.67 if it if i i I i I I I I If/Ly I AJIN, F F I 1 160. 7.......... 1,�5......................... ............ A R/W
EG C6 X
.......... ..........................Lx- h
B B
-7 10411 I1108-01 17 SECTION
H.P. D.F. 9... ........
OZ�77-..... .... 1/4"PER 1'
10J 61,
... ......... 01
.......... -Bar- P.L.
R1W
/C h
... .......N )PC C() D.F. .4 .", .. ....... ...
............................................... F.L.
h X
1.07.6 104 2;;p' 15' MIN.
CO FS- FIG. NO. 2 MORE THA
N 5' h 1Z k MA
t4)CL E it.J,T................. .90 NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W
1P - �,Iiva�6(s, - , 9
...... .... .. AT LEFT
.................. -A" APPLIES WHEN THE
.................... ......-,j 0)L4 1. SECTION "A 5 CS d DIFFERENCE IN PAD ELEVATIONS MIN. 'O PAD
2,1. M N.
06.5 I I y 9) -9. 5'1 MAX.
06-6211 97 6. J5 ...... EXCEEDS 1.0 ELEV.
RIM 2. SECTION "13-131's APPLIES WHEN THE
...... 12'MIN.
.............. ... .......... DIFFERENCE IN PAD ELEVATIONS IS
(Z96 06. ...... 1.0' OR LESS9 & THE EXTRA DEPTH............FL EG T r L 6.75 05-96 .................................... 27,* MIN."20%MAX
OF FOOTING IS SHOWN ON THE
EOP ;48 6.4Q .'FL Poe OF
GRADING & STRUCTURAL PLANS.
C6
............ ... .. ..... .............iL J P C. IN NO CASE SHALL THE SWALE
F ... FLOWLINE BE LOWERTHAN THE
.. .........JvI. .4�
SECTION C
_1Q.01 GFF=1 1060 7 . .........-S . ...........N F 51 FROM BLDG. LINE. TYPICAL REARYARD GRADING
1106.6 1106.8 j-5)ISTEP 4 STEPST-j-, LOT 18
N F.L.sG13 1101.80TS F.L.,G.B. 4. PROVIDE 5' WIDE BY 1' HIGH BERM
IOR EQUIVALENT ALONG THE OF
.......................... P= 1 104- 62
Ljr��..&.1 .:: � ALL FILL SLOPES OVER 5' HIGH.
�"1 1 It 1106-550S P.L. P.L.
. ...........2-D ALT.TFF=1 108,12 �2 0.5 tp ..............
42 _5' 1 5.
.-7.2
D.F. 6.2" PARKING LOT
5 LZ 6.2 P-1 107.6 LEGEND
YARD ESMT. F FF=1 108s27 0.F. __-F L
0.5' 27o L I 1OZ2(P= 1 1 0 7. 1 106.9 to
23 MIN. P F.L. SIDEWALK
FINISH PAD ELEVATION REVISED FROM
LJ Li APPROVED R.G. PLAN. NEW PAD 17* MIN. ........ q6. SECTION D D
.................. .......... /0 1 Z A41N. I Z MIN. "I , d' I , .% S. , .1 . 4/ 0 �59.,,. ......... ... 6 . //S- PRIOR TO
......................
0.)C-.................... ........ IH.P.Z19 LOT 3
BUILDINC PERMIT.
\1 101.4 9.1 H.P. 22 e A 08. 07.6 ...... ov. .9
7. ............ TRACT 32436.........................08.6 S LOT 17
P= 1 105. 1
6.2: mAy VA,
20 10 0 20 60
GRAPHIC SCALE 1 =20 WDID # 933C357834 LD10w040GR
CONSTRUCTION RECORD DATE BY DATE ACC'D SCALE IE I I 11 DESIGNED BY DRAWN BY RECOMMENDED BY: 6k�Z DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
1111111 3 11Z DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ID \v �� .CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL Plans Prepared Under The Supervision Of Contractor 03 q T-46-81 RESEr 19970 EASTERLY OF THE CENTERLINE 0 ACCEPTED BY: DATE: 1010e.0 �mw 2 PRECISE GRADING PLAN
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE W_ca ;u IV Ec
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Exp. 3/31/12 0 -Date: /111/a ,BOTLER
OF TH DIRECTOR OF PUBLIC WORKS/CITY ENGINEER E SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. 'PHILIP D. DOWTYJ EMERY PLACE I TRACT 324315
VERTICAL .............-Y Cl Date Completed ELEVATION- 1097.1631 N/A L R.C.E. N o. 4 2038 Expires-. 3Z3111 2 R.C.E. N o. 47109 LOTb' 19m29 SHEET OF 2
\Grd-Precise\Phase 1 -3\ShtO 2 dwg
DATE: Oct. 1 1, 201 0 10:29:14 AM FILE: F:\O587\Engineering\TR_32436-Emery I
TRA