HomeMy WebLinkAboutTract Map 31946 Lot 101 Precise Grading GRADING NOTES
1 . ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL
CITY
OF TEPAECULA
CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, AND IF HAY 79
APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE � PROJECT
mirl m I I I Will 0 1 INA L INA L I
2. ALL GRADING SITE
REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING SITE LOT 1
GRADING BY GEOCON INCORPORATED DATED JULY 16, 2007. CONDOPAINIUPA �F
TRACT NO . 3194b
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH �
RECOMMENDATIONS OF THE SOILS REPORT. � LEX PA �0269lL MLTI F'AMILY. REFLE TI N9
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE ,� � VICINITY MAP
TENTHS (1 .5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A TOP OF 6 CURB
OR ROLLED CURB PLAN
NOT TO SCALE
OILS ENGINEER OR GEOLOGIST FOR CUT AND FILL PRECISE
GRADING
REGISTERED CIVIL ENGINEER, S
SLOPES OVER THIRTY FEET (30' ) IN VERTICAL HEIGHT. Q�� CF 36" LEGEND
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM
FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 2 ,18TC ` TOP OF CURB TC
THREE FEET (3' ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 4' MIN. 2g; �S 2 .6eFs
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. - Z � I � 9' � FLOW LINE FL
� 25. 3TC v� �- -�"""
24, 5FS � �,.� � HIGH POINT HP
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO N �, , fi 2 .84TC
APRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING �1� � 12" WIDE BORDER � �__� �__ _,,`_ �___ --'_ ____._ � ` , n � LOW POINT LP
ACTIVITY. W/ 1/4 GROOVE
� GF APPROX. 3/4 O.C. r I o ` r. ,��`'� /I FINISHED GRADE FG
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO 0 �; �� �� � ` FINISHED SURFACE FS
OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE _� _�,� 191
� ,�� � �� ���� r,� ` t
NNN
PERMITTED. � - - � ,�; �,t.--�- ,r ^3' ,�� ti°'� I ' . �' •;��-� -4- � TOP OF GRATE TG
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE � I I I� I aepTOP OF FOOTING TF
STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO MODIFIED HANDICAP ACCESS RAMPS
-� ' �I --� �� ?sI _..._- EMBLEM MUST BE LOCATED IN STALL TOP OF WALL TW
PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND �
PONDING WATER DURING GRADING OPERATIONS. SO THAT IT IS VISIBLE 8Y A TRAFFIC
E � ENFORCEMENT OFFICER WHEN A GARAGE FLOOR OF 0000.0
1
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND 2% 2� 3 GFS ? � VEHICLE IS PROPERLY PARKED IN
HAS BEEN CLEARED OF WEEDS, DEBRIS, c�>>02e.o7 GF�t026.07 t�26.07 s PAD ELEVATION PE 0000.0
TOPSOIL AND OTHER DELETERIOUS �, ,7�}- MIN �'�g � � THE SPACE (CENTERED AT ENTRANCE
MATERIAL. IF SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET I � , t e.07 2% TO STALL RECOMMENDED) . FINISHED FLOOR FF 0000.0
(5' ) , THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR � I ? c124.WFS �NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. WATER SERVICE -�
� I2% u
2% s.2tFs 2� I SEWER SERVICEMIN
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10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ---- 26.20F 1/2� I 1/2" RADIUS °
ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND � I ' 3x5 STEPS � ° DRIVEWAY
DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL , 7 .�. � FF PE . �028;s�9 1 26,24FS �� `' DARK BLUE
FILLS OVER ONE FOOT (1 ' ) IN DEPTH HAVE BEEN PROPERLY PLACED. o -- SLOPE
MI � IIW4x66STEPS T � 6 I WHITE
ir � 7 4 24.90INV �
C,� BUILDING NUMBER 36
11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION �' ,� REFLECTORIZED SIGN
(951-308-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE 20� � 25•g �� �- �O � RESERVED INVERT ELEVATION INV
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO r i7 2 � � � 24.9oFS 2 � � ''� j"� �� RESERVED CONSTRUCTED OF FOR
�� �� ��� FOR PORCELAIN STEEL DISABLED AMOUNT OF EXTRA DEPTH QX
BUILDING PERMIT CLEARANCE FOR EACH LOT. �� \ '361C %5•£ 26.13F � _ DISABLED WITH BEADED TEXT o FOOTING REQUIRED
OR EQUAL AND
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR \ \ 4.37T O 41 �� � � $ �'�� � � SEALED TEXTURE. EXTRA DEPTH FOOTING �
LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR ', .e7Fl. � � \ 5 '�� VAN ACCESSIBLE
TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A � � 2 � � NOTE: MODELS FENCING PER LANDSCAPE
STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED ARCHITECT PLAN .
GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND ,, ` ,�d'� O � 25 � f- SIGN TO BE CENTERED AT THE
LOCATION OF CUT/FILL SLOPES. O � •' � �
_�� INTERIOR END OF PARKING SPACE
.. AREA OF SIGN TO BE A MINIMUM
$0" MINIMUM FOR �
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL \� .-'^� OF 70 SQUARE INCHES FREE STANDING
ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF �
WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT S� SET SIGN ON A 1-3/4'� SQ. GALVANIZED
THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE U. � =20STEEL POST INTO 1 FOOT SQ. X 2 FEET
PRELIMINARY SOILS REPORT. `'" TO TOP OF
� DEEP CONCRETE FOOTING. �
WALKING SURFACE
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, �W N
INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A W80-CO
INATION THEREOF IN ACCORDANCE WITN THE TEMECULA MUNICIPAL CODE � � 20 0 20 40 60 DISABLED PARKING SPACE
N
PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN � � ��+ FINISH FLOOR J
VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW � z W�r SCALE: 1 "=20' SIGNAGE AND STRIPING DETAIL N
PREVENTION DEVICES PER THE U.P.C FINISH FLOOR � � �� � .� .� : .�•.� .� NOT TO SCALE o
,. STREETqjiv
�
NOTICE TO THE CONTRACTOR � . . . $ MAX 2�� PAD-i/ 5' age 12' 12' S' o
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR N � � x , . SIDEWALK SIDEWALK
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE ��
AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, PAD 4" WIDE BLUE STRIPE � zq �
EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER NOTE: o
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR MINIMUM DISTANCE FROM TOP 5' MIN 5' MIN ACCESS RAMP 6" CURB
COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND (8.33%. MAX. SLOPE) ROLLED ROLLED �UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE aF FOOTING TO DAYLIGHT ISACCESS RAMP CURB CURB �
7' AS INDICATED IN THE PROPOSED 4' 6' MIN MIN 6 ' MIN (8.33% MAX. SLOPE) �
CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO SOILS REPORT TYPICAL SIDEYARD FINE GRADING WIDE WALKWAY �' TYPICAL STREET Sd"
PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. - 2% MAXNOT TO SCALE �
NOT TO SCALE VAN ACCESSIBLE PARKING PARKING SPACE SIGN (TYP. )
SPACE SIGN (TYP. ) J'
ROUGH GRADE AERIAL TOPO SOURCE �- � L P WHEEL STOP PER PLAN CONSTRUCTION NOTES QUANTITY UNITS Z
0
INLAND AERIAL SERVICES, SEPTEMBER 30, 2003. 2% MAX ���� Q1 TUBULAR STEEL FENCE PER LANDSCAPE PLANS -- L.S. w
00 .tom J
O2 CONSTRUCT CONCRETE SIDEWALK (WIDTH PER PLAN) PER CITY OF TEMECULA
834 S.F. W
LEGAL DESCRIPTION
STD. 400 & 401
SL PE 4" WIDE BLUE STRIPES �
�3 PAINT HANDICAP PARKING SYMBOL AND STRIPING PER DETAILS HEREON. 1 L.S. w
THAT PORTION OF PARCEL 1 , AND PARCEL 2 OF PARCEL MAP NOTE: � P � TYPICAL SYMBOL �
8756 AS SHOWN BY PARCEL. MAP ON FILE INBOOK 34, PAGES * (PER DETAIL HEREON) 4� INSTALL DISABLED PARKING SPACE SIGNAGE PER DETAIL HEREON 2 EA.
X= 5 FOR ACCESSIBLE
34 AND 35 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, WITHIN THE ACCESSIBLE
PARKING STALL ACCESS AISLE, �5 INSTALL 4" PVC PIPE SCHEDULE 40 27 L.F. �
CALIFORNIA. EXCEPTING THEREFROM ANY PORTION LYING � * � p PARKING STALL PAINT THE
X= 8 FOR VAN ACCESSIBLE 9 X 9
WITHIN PARCEL MAP 15568, RECORDED IN BOOK 85, PAGES 37 WORDS "NO PARKING" IN 6 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 1 EA. v`i'i
AND 38 ON PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY. SOIL ENGINEER'S CERTIFICATE PARKING STALL ACCESS AISLE 12" HIGH LETTERS MIN. O w
PARCEWL 1 ,2, AND 3 OF PARCEL MAP 15568 AS SHOWN BY MAP O LOT/BUILDING GRADING 50 C.Y.
ON FILE IN BOOK 85 PAGES 37 AND 38 OF MAPS, RECORDS OF I , KENNETH E. COX, A REGISTERED CIVIL ENGINEER OF THE STATE OF
RIVERSIDE COUNTY, CALIFORNIA. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL VAN ACCESSIBLE/TYPICAL STALL 8O INSTALL TEMP. ACCESSIBLE SANITARY FACILITIES PER LANDSCAPE PLANS 1 EA. Z
MECHANICS, HEREBY STATE THAT I HAVE REVIEWED THESE PLANS AND FOUND aFESS/ NOT TO SCALE Q
THEM TO BE IN GENERAL CONFORMANCE WITH THE REFERENCED GRADING Q� �i�
REPORT. STM f• ��� BAS15 OF BEA RINGS
LD09-044GR �
THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE DEVELOPER / O.WNER BUILDING AND SAFETY
PLANNING ■ DE91ON ■ CON9TpUCTION ' No. 2793 mBETWEEN STATIONS "TRAK" AND "S1Q3" (POSITIONS PERo
SIGNED: � �i •� DATE: !,Z- - 3 ' 4 � �, Exp. 9/30/11 * NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS SHOWN H ORTON CONTINENTAL REVIEWED FOR COMPLIANCE WITH
o/
�. 2280 WARDLOW CIRCLE, SUITE 100 TITLE 24 DISABLED ACC SS I B I L I TY ONLY zQ
40810 COUNTY CEMER DPoVE GP ON THE MAP F I LED I N BOOK 102 PAGES 50 THROUGH 65 OF
� • � TEMECULA,CALIFORNIA 92591-4879 R.G.E. NO.: 2793 EXPIRATION DATE: 9-30-2011 �qI' � ` ���� RECORDS OF SURVEYS IN THE OFFICE OF THE COUNTY RECORQER CORONA, CA 92880 A SSESSORS PARCEL NUMBER:
C O N 9 U LT I N D �1.e7s.saa2 • Fax 9ste7s.72ao • wwwAeF.ca„ FOF CAUF� OF- RIVERSIDE COUNTY, CALIFORNIA, BEING N 30°58' 16. 10 ' W. TEL: (951) 272-9000 FAX: (951) 372-9504 961-010-016, 18 TNRU 21 APPROVED BY:
0
NAME DATE D
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CONSTRUCTION RECORD DATE BY REVISIONS DATE CCD BENCH MARK SCALE Q�OFESS/p,�, DESIGNED BY DRAWN BY CHECKED BY REVIEWED BY: JOHN POURKAZEMI � � Wks DRAWING NO.
o J, . q� MVG cm MVG CITY OF TEMECULA rn
o
A 2/� BRASS DISK IN CON. CYIJNDER, t MILE Soup �• cl E` RECOMMENDED BY: _ DATE.
OF TEMECULA. STAMPED 600-6-81 (RESET) DATED HORIZONTAL ti �' �'y � PLANS PREPARED UNDER THE SUPERVISION OF o
CONTRACTOR y ., , ti 7I. TRACT NO. 31946 - CONDOMINIUM LOT 101 �
9-13-82 W/ ELE 997.621, ESTABLISHED 8Y RIVERSIDE
COUNTY SURVEY DATED APRIL 6, 1981 (SET). INSIDE w � N0. 61561 � m ACCEPTED BY: DATE:
INSPECTOR FREEWAY R/W AT THE SW CORNER OF THE INT. of HW AS NOTED a �p g�30/11 DATE: � 2- 03 -Zoog DANIEL � YORK `,� ` TEMECULA LANE �
Q
79 AND INTERSTATE 15E, 300 W OF OVERPASS BRIDGE, '*' 7k' M I GUEL V. GONZALEZ
87.9' SE OF BEGINNING OF 8' FREEWAY R/W FENCE, 2' VERTICAL � C � �Q, C I TY ENGINEER �''"Y =^�.. ?�"A"!°� REFLECTIONS II MODEL COMPLEX, PA09-0269 Q
IVI � d, :: :..� PRECISE GRADING PLAN �
DATE COMPLETED NOF FREEWAY R/W FENCE, 75.4' S OF LIGHT POLE. AS NOTED �T'�OF�p�1F0� R.C.E. NO. 61561 EXPIRES: 06-30-2011 R.C.E. NO. 43212 EXPIRES: 03-31-2010 ��a�;;s„��a SHEET � OF 1 i
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