HomeMy WebLinkAboutTract Map 31946 Lot 84-87 Precise Grading CITYOF
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PROJECT
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LEGEMDI E R QRADINt'� NOTES
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION TOP OF CURB 0000.00
& SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE TC I I VICIN#mff MAP
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION FLOW LINE FL LAR108 � � NOT TO SCALE
ACTIVITIES. I
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. HIGH POINT HP I I � � � S' � � � �
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 1
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL FINISHED GRADE FG I I � i I HIGH POINT
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR � I A
A MINIMUM OF 3 FEET. FINISHED SURFACE FS - - - - - Ammons u
11 1
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2-01 . R�
TOP OF GRATE TG _ �� �� � I f ' 6"
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 6/ � � � � � MUDSILL �-�� A --��
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED TOP OF FOOTING TF 86 88 � ,� ,� �a � IN GARAGE AREAS
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS � � � � I GARAGE FLOOR SILL IS 6" MIN � N�� 7.5'R?. � 1.5'rn.
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF WALL TW 59 I S � :� . •' ABOVE GARAGE �
THE SUPERVISION S I ON OF A REGISTERED CIVIL V I L ' � `� � ' '•� � FLOOR SLAB � VARIES B ARI s*** B C RI SC
5. ALL GRADING SHALL BE DONE UNDER E S TOP OF SLOPE TS � � 41
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY \ �� � R **,k �) * VARIES �) �
AND WHO SHALL SUBMIT A FINAL � � I I IGAiMGEI �
THAT ALL FILLS HAVE BEEN PROPERLY PLACED 44 � t DETAIL
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. GARAGE FLOOR GF 0000.0 � ' � � PAD PAD �
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � � 1� FF z � FF z
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH PAD ELEVATION PE 0000.0
� � 47 I
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ' 51 5p '� '� I �S ► � I i �' � " � oil
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED FLOOR FF 0000.0 81 1f4 S8 6�t
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
WATER SERVICE -{�W ' � � �
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ' 12" MIN. ABOVE PAD ELEV. Z
ONE FOOT. � - ---- - -- " I � o ffb �o� M
SEWER SERVICE -Q � _ - -- �y�t � � � ' ROUND OFF TOP �.- M,aX .- AX .-
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE � MIANOF�V�DRIVE -�- '" I P/L
PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED DATED 11/7/2003. DRIVEWAY � mom 00 - 5' R W
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE _ �' I �
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN - 73 ' �
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
SLOPE _ Y _ 68 84 60 98 67 �8 I � � r� � � � TYPICAL SIDE YARD DRAINAGE
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ' ��I DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 LOT NUMBER 11 �gJ , I.�� � 1� � � � WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING.
OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES,
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
� q � SECTION ASA ENTRACES) MAY BE SETBACK A MIN OF 7 .
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE UNIT TYPE/ELEVATION DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 .
\LR � � � � � � �
74 ' � 1,� �� ' � FOR REAR YARD SLOPES GREATER CORNER MEASURED ALONG THE PROPERTY LINE.
2 .. I � � I � THAN 5� IN VERTICAL HEIGHT
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION INVERT ELEVATION INV � , � I � I �f-�c�F VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY � � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
DURING THE GRADING PHASE. BACKWATER VALVES BW � ,�"`-�,�( -DRNe 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, S� 80 � �$ IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
� � e,2 � 1 MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF AMOUNT OF EXTRA DEPTH 9d � 1 � � ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. FOOTING REQUIRED U.X � � 12 � VARIES *** VARIES *** >
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - moo-moo ^� 6" MIN. 6 MIN.
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. EXTRA DEPTH FOOTING � � � >- 2 ---- - 3' MIN. 1 ' 1 ' 3' MIN.
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS - -� - �
DROP � �� �0014
MUDSILL MIN. MIN. MUDSILL P/L
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF VARIES ***
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN DROP GARAGE00.
O.X � � 9 10 � FG �� � FG 3' MIN. 1 ' a
MUDSILL MIN.
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. L S 4 S 8 7 ,,0E � �.:•; ••,,' �' 6" MIN. �
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOL06IST SHALL � � � ' �� ' °' �' � FG
APPROVE PLACEMENT OF FILL. WOOD FENCE PER LANDSCAPE �� � � �� ..•-� "'"'� � 12° MIN. 12'� MIN.
ARCHITECT PLAN EXTRA DEPTH
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES �1 - �d7T 108.,
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING �"' I �, FOOTING �,
__ -� � � 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. =PAD ELEV-FG s N
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BLOCK WALL PER LANDSCAPE � �� � _ ----- �"'� � � , � 21% MAX. MIN. 21% MAX. 2: 1 MAX. �
GRADING OPERATIONS.
ARCHITECT PLAN ,. ..-�- `� `� �D-""� � � ��..•-i WHERE NECESSARY ��
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � � � SECTION BSB 12 MIN. 6 MIN. Z
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS .___..___.__. _.-.------ ------ -----� •�� �E-� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 2% MIN. Q
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED � � ,; r � r 21% MAX. SECTIOM CjvC �
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL DEVELOPER� OWNER INDEX MAP � 00 38 40 �n
SLOPES OVER 30' IN VERTICAL HEIGHT. NORTON CONTINENTAL � --
2280 WARDLOW CIRCLE, SUITE 100 SCALE: 1 "=100 ' �•- SEE TYPICAL SIDE YARD DRAINAGE �
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION I DETAIL NOTES
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION CORONA, CA 92880 LOTS INCLUDED �
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO TEL: (951 ) 272-9000 FAX: (951 ) 372-9504
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT � o
0
GROUND SHALL BE GIVEN. � 'n w v �I
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS
ASSES$4RS PARCEL NUMBERS BASIS OF BEAR/NQS f � o z w
0
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE 961-010-016, 18 THRU 21 THE BEARINGS FOR THIS SURVEY ARE BASED ON THE �
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE LINE BETWEEN STATIONS "TRAK" AND "S103') 00
�
STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. LEGAL DESCRIPTION (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, WPICAL FOOTPRINT FL FL 1% MIN•
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. THAT PORTION OF PARCEL 1 , AND PARCEL 2 OF PARCEL MAP EPOCH 1995.5) AS SHOWN ON THE MAP FILED IN BOOK SCALE: 1" = 40' 1qo MIN. � �
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 876 AS SHOWN BY PARCEL. MAP ON FILE INBOOK 34, PAGES 102 PAGES 50 THROUGH 65 OF RECORDS OF SURVEYS IN 0. 17 0
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 34 AND 35 OF PARCEL MAPS RECORDS OF RIVERSIDE COUNTY THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CONSTRUCTION NOTES QUANTITY UNITS STEP �
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CALIFORNIA. EXCEPTING THEREFROM ANY PORTION LYING � COUNTY, CALIFORNIA, BEING N 30°58' 16. 10" W. SWALE FL �
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A WITHIN PARCEL MAP 15568, RECORDED IN BOOK 85, PAGES 37 01 LOT GRADING (4 LOTS X 50 CY) 20o C.Y. J
PUBLIC RIGHT-OF-WAY. AND 38 ON PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY. 2,974 s.F. SECTION DSD
a
PARCEWL 1 ,2, AND 3 OF PARCEL MAP 15568 AS SHOWN BY MAP SHEET INDEX SHEET N0. (�)JCONSTRUCT 3" AC OVER NATIVE SOIL �-
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ON FILE IN BOOK 85 PAGES 37 AND 38 OF MAPS, RECORDS OF TITLE SHEET 7 O3 PAINT 4" SOLID WHITE PARKING LANE too L.F. �
RIVERSIDE COUNTY, CALIFORNIA. �
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL PRECISE GRADING 2 �4 PAINT 4" SOLID BLUE HANDICAP STRIPE � 2' O.C. 378 S.F. j
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. MODELS - LOTS 84-87 LLJ
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NOTICE TO THE CONTRACTOR O5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA. N
U
AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR O s EA. w
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 6 INSTALL WHEEL STOP �
i
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. O7 INSTALL 4" P.V.C. SCHEDULE 40 6 L.F.
EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER z
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR O8 CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) t,2s7 S.F.
COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND �
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE O9 PAINT WHITE12" HIGH LETTERS STATING "NO PARKING" IN ACCESS AISLE I
PLANNING 0 DESIGN ■ CONSTRUCTION ADJACENT TO DESABLED ACCESS PARKING VISIBLE TO PARKING OFFICIALS 1 EA' BUILDING AND SAFETY Q
CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO
PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. 10 INSTALL REDWOOD HEADER 214 L.F.
REVIEWED FOR COMPLIANCE WITH o/
0 TITLE 24 DISABLED ACCESSIBILITY ONLY z
. . � 40810 COUNTY CENTER DRIVE a
TEMECULA,CALIFORNIA 92591-4879 11 CONSTRUCT DRIVEWAY APPROACH PER CITY TY OF TEMECULA STD. NO. 207 �
C O N S U LTI N D 951.676.8042 FAX 951.878.7240 • wwwABF.com (5.5" CURB FACE, X=2' ) 4 EA. APPROVED BY:NAME DATE' � o
Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY LD06451GR ¢
SCALE QQl4F�Ss/0,`' RECOMMENDED BY: DATE: � L !� CITY �� �� �E�v L q DEPARTMENT OF PUBLIC WORKS ro
A 2%° BRASS DISK IN CON. CYLINDER, t MILE SOUTH �p �� A. r` SR MPB MAT SHEET N0. o
OF TEMECULA. STAMPED 600-6-81 (RESET) DATED HORIZONTAL ,``� �,`� �` y PLANS PREPA ED UNDER THE SUPERVISION OF
CONTRACTOR 9-13-82 W/ ELE 997.821, ESTABLISHED BY RIVERSIDE �., '� y ; ACCEPTED BY: DATE: '��� �� T c PRECISE GRADING PLAN � �'
FREEWAYTY SURVEY R/W ATDTHEDAPRIL 6,SW CORNER981 0F (THETINT.INSIDE
HW AS NOTED � > �•4�0 ,^'o, I � �.
DATE: � 7.9 a DANIa- Yost `�: `" ,:_` TRACT NO. 31946 Q
INSPECTOR 79 AND INTERSTATE 15E, 300' W OF OVERPASS BRIDGE, � Exp, 3/31/08 �, Cj-� � (� �a>�"�'� ;;.,.,x q Q
87.9' SE OF BEGINNING OF 6' FREEWAY R/W FENCE, 2' VERTICAL J' n l V ` ��� PICHAEL A. MAN �` �:{�...:.A! t MODELS -' L,O'T3 b��8�I o
CL
N OF FREEWAY R/W FENCE, 75.4 SOF LIGHT POLE. ' � �r ':• �'�
DATE COMPLETED N/A l� OF C A�.��� R.C.E. NO. 43090 EXPIRES: 03-31-08 R.C.E. NO. 43212 EXPIRES: 3-31-08 �a,�,tl�,o�° TITLE SHEET OF Z SHEETS �
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LOT 88
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OONSTRUCTIONNOTES
LOT GRADING (4 LOTS X 50 CY)
W H 1,T, ,9 GE WAY
CONSTRUCT AC OVER NATIVE SOIL
r
FAINT 4" SOLID WHITE PARKING .ANE
ulj
PAINT 4" SOLID BLU HANDICAP STRIP 0 2' DRC.
PAINT SOLID BLUE HANDICAP' PARKING SYM130L �
INSTALL WHEEL. STOP c
INSTALL 4" P.V.C. SCHEDULE 40
CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE)
PAINT ,� �� w
I N WH I T�12 HIGH LETTERS STATING NO PARKING" IN
ACCESS AISLE ADJACENT TO DESABLED ACCESS PARKING :
VISIBLE TO PARKING OFFICIALS
I INSTALL REDWOOD HEADER Q
I,1 CONSTRUCT DRIVEWAY APPROACH PER CITY Off' TBMBCULA STD,
ND• 207 (5,5 CURB FACE, X=2' )
20 20 40 60
PL�rr,NINES 10 01901ar� If UEJNq-rRUU-riEJN
EIlI1�rI�IN(� AND SAFT1� �
GRAPHIC SCALE REVIEWED FOR COMPLIANCE WITH
40810 CQUNTY CENTER f�F�IVS
TITLE 24 DISABLED ACCESSIBILITY ONLY
TEM CIU ,CAUM A 04-4079 A """` <
13 EJ N 13 U L-r I 13 951.970.6042 � VAX 1.070,7240 � wwwJii3P.com APPROVED BY;
NAME DATE
ONWIRU 710N RECORD DATE OVfro jL00490 R
SCAR��ll�l�� T ACC'U � N�� MARK F ° � �I��� ESV ��AWN �/ �� K� �Y
�. ', RBCOMM NB D BY: op- DATE: �►Loir%F
ASR MPO MAT B B _ 09PAOTMENI OF PUBLIC WORKS
SHEETNO.
HORIZONTAL .ANS PR PARED DER THE SUPERVISION OF
CONTRACTORP
7
ACCEPTED BY:
DATE: . PRECISE
SBS SHEET 1 � �► jowTRACTINSPECTOR IDANIE A.DATA. _ NO,
VERTICAL '` M I B oull, "
LOTS 84 87
DATE COMPLETED
43090 03-31-08 p
R r r • NO. XP I RES: R r C r B r NO r 432 1 �I RAS. v/tira� .
561
N/A
OF SHEETS
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