HomeMy WebLinkAboutTract Map 32436-1 Lot 25-26, 31,34 Precise Grading GRADING NOTES 2 J4 3 E5 1'Fr act ll� c)
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION3h'o
AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE . is ��6
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A � Z OUT � � �� � � � Al - �
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL BUILD D 31
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 itPER FOOT FOR 16
A MINIMUM OF 3 FEET.
3. MAXIMUM CUT AND FILL SLOPES SHALL 8E 2 1 . Precise G ding P1
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED �
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS In Cit Of Temecul � State tClif oTO DFRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES, y
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL \
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP.
6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH VICINITY MAP
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TR
.�, r� /� r) f � �I NOT TO SCALE
GRADE, ELEVATION AND LOCATIQN OF CUT / FILL SLOPES. � r � f �
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN J _ � _I.._ - , 6" MIN.
ONE FOOT. MUDSILL HIGH POINT
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
IN GARAGE AREAS A PAD ELEV. -0. MIN.
SOILS INVESTIGATION 6Y LE[GHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. BRANDON LANE _� 1 GARAGE FLOOR � SILL IS 6" MIN R
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS � - - - - - - :• : ABOVE GARAGE
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION � � `• � FLOOR SLAB
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY "
SOILS REPORT.
43 GARAGE DETAIL
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 I
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. � { f L',2 VARIES (�T B ARI S�k** B (�T C RI SC
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE '� � II I I � � * �
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . 23 25 � 33 12" MIN. ABOVE PAD ELEV. R ro�u) va,RtEs W�)24 � � 32 � � �I
10. CUT AND FILL SLOPES SMALL BE PROTECTED WITH A COMBINATION OF EROSION I VIII I l I I ROUND OFF TOP FAD PF D
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY , , I� , I� I � z Z Z
i II � II�II�� � II �I � I ` n
DURING THE GRADING PHASE. P/LIII 5
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, ~ 4 4
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF �
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. � z Z I .
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � I i I, I I 4 1 (n � '� ~� � g V)
WITH BACKFLOW PREVENTION DEVICES PER. THE U.P.C. ' 22 2'' ' SII ' � ` 31�
I �� �
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS W j�� I � I� � � � I. � SECTIONAmABEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF � I I �
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN �---� a 4,
ILII III � I II II I II C THAN 5' IN VERTICAL HEIGHT
FOR REAR YARD SLOPES GREATER R W
MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. J �
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � Y , � TYPICAL SIDE YARD DRAINAGE
APPROVE PLACEMENT OF FILL. V <�
0 � frl 4t DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES W _J �. WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING.
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING Q CO � ( �� 3 O 3 5 4 O 6" MIN. VARIES *** VARIES *** 6" MIN. OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES,
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ENTRACES) MAY BE SETBACK A MIN OF 7 .
GRADING OPERATIONS. � -� l� � 3 MIN. 1 1 3' MIN. 4e * DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. >" `'� � G MUDS ILL MIN. MIN. MUDSILL CORNER MEASURED ALONG THE PROPERTY LINE.
J `�
46 ' FG � � FG is VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS W � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED > �� �,:•; ..� '�" 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
CIVIL ENGINEER , SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 3 �� 36 �Q '•°' •'i.. IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
SLOPES OVER 30' IN VERTICAL HEIGHT. 12" MIN. 12 MIN. MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATIONI
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION `"L� 28 29 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TOw
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT �}7 21% MAX. MIN. 21% MAX. LEGEND
GROUND SHALL BE GIVEN. � 37 38 SECTION BSB 0000.00
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS �� TOP OF CURB
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE � is �e * SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES TC
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE 15 FLOW LINE Ft
NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. VARIES P/L HIGH POINT HP
�--__ ***
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ------ - 3� MIN. 1FINISHED GRADE FG
�
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOCK HAVEN COURT MUDSILL MIN. 6' MIN. FINISHED SURFACE FS
19. ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED W THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 FG
PAD ELEVATION PE 0000.0
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN Ag EXTRA DEPTH • •
1 4, 13 .44. �WPUBLIC RIGHT-OF-WAY. Q FOOTING •: WATER SERVICE
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT
V =PAD ELEV-FG 2; 1 MAX. SEWER SERVICE QS
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS WHERE NECESSARY
BESPROMPTDLYDSUBMGTTED TOUCTI.ON.THE CITYUEON�INEQREST, THE FOR REVIEWPAONDRIATE APPROVALN REVISIONS SHALL Y 1 1 SC,y�� 12" MIN. 6MIN. LOT NUMBER �� I - a
,., 2% MIN. ADA PATH OF TRAVEL �,
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE E2 Req p °so• 219 MAX. _t
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF SECTION C FIRE HYDRANT N
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE o
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE INDEX MAP SEE TYPICAL SIDE YARD DRAINAGE STOP SIGN NO
�
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ASSESSORS P NUMBER: SCALE; 1 " = 50' DETAIL NOTES
23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL o
RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE PORTIONS OF 916-410-006; 916-410-004 w
EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY LOTS INCLUDED
AND THE CITY � 55IL 0 100 150oSHALL IMMEDIATELY
ADVISE HSHALL L ' 375 4 '
URTHEREXCAVAT0N0ROTHERDISTURBANCE OF THE AFFECTED AREA TOIMMEDIATELYCEASE. LEGAL DESCRIPTION c�
3
THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO ` Cl
DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT BEING PORTIONS OF LOTS 25,26,31 AND 32 AS SHOWN ON A MAP OF GRAPHIC SCALE � � m
AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT TRACT N0. 32436-1 FILED IN BOOK 393, PAGES 42 THROUGH 46 � c�
NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. p M
THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING CONSTRUCTION NOTES & QUANTITY ESTIMATE M
2
OFALL WORK�TIFY UPONHE PROPERTY DETERMININGOwHAT NER OTHESUCH
DISCOVERYM [SATION AN ARCHAEOLOGICAL/CSHALL �LTURALTHE
RESOURCERESUMPTION BASIS OF BNOTE NO ITEM QUANTITY UNIT in 1 a q
THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR v � _ �7 0
DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST O LOT GRADING (4 LOTS x 50 C.Y. ) 20o Cr � Q �
ca
BEEN APPROVED BY THE DIRECTOR OF PLANNING. FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN I i
ON A MAP OF TRACT N0. 29286, M8 298/86-89. 3 INSTALL 3" P.V.C. SCHED. 40 PER DETAIL ON SHEET 2 20 LF � U
O
O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD N0. 303 2 EA � of
PIAN NIN O f DE 910N It CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER / DEVELOPER O5 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 2 EA Z
INLAND AERLENNARCOMMUNITIE3 O6 CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 3
7117 ARLINGTON AVE.,3TE.A 1 EA 0
a
40810 COUNTY CENTER DRNE RIVERSIDE,Ca 92503 391 N.MAIN 3T.,SUITE 301 TYPICAL FOOTPRINT �
TEMECULA,CALIFORNIA 92591-4679 r� K
C D N S U LT I N G 951.e7e.8042 • FAX 96'L676.7240 • w�nvRaF.can (961)687-4252 CORONA,CA 92880 SCALE: 1 is=20' �� " �� Cl
DATE OF PHOTOGRAPHY 08/20/04 (981)817-3600 LD06467GR Q
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CONSTRUCTION RECORD DACE BY REVI3101i3 DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SHEET N0. o
SCALE WFESS/pN'` B� BC EH RECOMMENDED BY: � DATE: 3 O CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKSCl
I Zo i� 8 v/S/e HIS To to-r.5 ZS 2& 31 3 ( ( 31/2'DIAMETER ALUMINUM DISK,FLUSH IN O
CONTRACTOR CONCRETE CURB STAMPED"RIVERSIDE COUNTY HORIZONTAL �v� � t��F9 �y PLANS PREPARED UNDER THE SUPERVISION OF G �
BENCH MARK T-4"l RESET 1997'EASTERLY OF t; r• � ItL* - r�
-. � r - -- - ---- ACCEPTED 8Y: DATE: 3.9••� �p T PRECISE GRADING PLAN
THE CENTERLINE OF SR-79 AT THE � r� R'� � o
INSPECTOR SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NOTED � No.60132 � ��_�� - DATE: / S o WILLIAM G. HUGHES �� �n
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ��'""' ; � EMERY PLACE TR-32436-�
SANTA CiERTRUDEBCREEK;4.5'NORTHERLY OF Exp. 06/,30/08i
JOHN D. TANNER p-
THE SOUTHERLY SIDE OFTHE CONCRETE VERTICAL J' '1� ��' r� t BUILDmOUT - LOTS 2546 �[ 3142 �
DATE COMPLETED
$ID��' ��! C���� Q�' 60 i 32 06/30/08 R.C.E. NO. 36617 EXPIRES: 6-30-08 '°�fa''1e89''` TITLE SHEET OF 3 SHEETS i
ELEVATION=1097.183' N/A f Of C t►�.lE� R.C.E. NO. EXPIRES: ,�, a� r
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1 1 1 � , - 1�• 0 02.3 ABOVE GUTTER 6 PLUG
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1 .�1 '17�� �" "�01.71 u' -*' PFR PLAN
ar ,r 01.2 5 S W4
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2'Oi INV ELEV PER PLAN
1 " 1 -► , � 1 ��,:�'� 3•� � a 1 4 •3 1 CURB & GUTTER
1 •i v , N • 1 ,.�;,. .. F 1= 11p34"x4"x4" TEE-j
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1 78iC 11 3• 1• .." P 3x4 REDUCER
3" MIN PVC (SCHEDULE 40)
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SCALE: 1"=20'
4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT z
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O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET
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40814 COUNTY CSR DRIVE
TENECULA,CALF 9259x4679 Q LD1 1 —003GR <-j
CON 9 U LT I N[3 951.878.8042 FAX 951.676.7244 • w BBF.com
LD06-157GR 0
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ATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
CONSTRUCTION RECORD D SCALE oaf Essly � �
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Q ,r' ECO E CITY GE TEMECULA -4-
/20/11 Rte• /I\REVISIONS TO LOTS M25,31932 111$[(, 31 ALUA4NU_u cmc,FLUSH IN o • TAS ! BC ec EH
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CONTRACTOR CONCRETE CURB STAMPED COUNTY HORIZONTAL ,mow Vol � PLANS PREPARED UNDER THE SUPERVISION OF o
BENCH T-46.81 R�sEr i99 EASTERLY . ► W ACCEPTED BY: i �--� DATE:
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Y COMER Of TM ORKM OVER AS NOTED � No.8Q f�2 �, �. G�-� �` DATE: � / EMERY PLACE TR- 32436-1
INSPECTOR ��► �,4.� Y Of Exp. ae/30/1 ,�, - :-��;�
• D I RECT R OF PUBLIC WORKS/CITY ENGINEER �a` ;.,•,-•�=„ :ax� �—
,� Y Of TME JOHN D. TANNER R. .E. NO. 47109 d <
VERTICAL J,� � �. '�, C �y`. ... BUILD-OUT --” LOTS 25-26 �c 31 -32 0
SIDEWALK. 'j 1 V 1 ,�$ 60132 06/30/12 �; •� eek::: a.
DATE COMPLETED ELEVATION 1afr.1� F a �,��� R.C.E. NO. EXPIRES: SWALE AND DRAIN DESIGN OF SLEETS
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t4 DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SHEET NO.
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CONTRACTOR BENCH MARK T-481 RESET 1997'EASTERLY OF y r� �.P
, VI -�- ACCEPTED BY: DATE: '/ 0 PRECISE GRADING PLAN
THE CENTERLINE OF SR 79 AT THE AS NOTED CD No.84132 rn
INSPECTOR
SOUTHEASTERLY CORNER OF THE BRIDGE OVER ''�' WILLIAM G. HUGHES
..� ---��— " DATE: //Y—/to `' aa.�: E M E R Y R L A C E T R-32 4 3 6—1
SANTA GERTRUDE$CREEK;4.&NORTHERLY OF P• /�/� D I RECTOR OF PUBLIC WORKS/CITY ENG I NEER '` ,�; xa F-
� �' JOHN D. TANNER
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THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL �' ,`
BUILDwOUT - LOTS 2646 & 31-32 a
SIDEWALK. `��� e V 1�•
DATE COMPLETED, ELEVATION 1097.183 l� 1�4� R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 36617 EXPIRES: 6-30-08 rot, �e v4 HORIZONTAL CON7"�t !, of SHEETSN/A Oi C ..