HomeMy WebLinkAboutTract Map 31053-2 Lot 9-13,26-33 Precise Grading GRADING NOTES
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION 15 216 MOT
& SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE Tract No . 31053 2 CHAR1.. E7= S7F0N
STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR
CONSTRUCTION ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BEA MINIMUM OF 1%. recise
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A Gr ading
an
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. se 1 Lo
an 33
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In City
of Te
!,
of alifa
SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 7
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CUR 0000.00
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC
COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE It LOT 1 LOT 2
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP I �~ I VARIES
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO / I
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
- _
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG Z
TYPICAL � � Q TYPICAL
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS DEPRESSION =a Calm DEPRESSION
ONE FOOT. o VICINITY MAP
Rp � PER CITY'S y` > w PER CITY'S
� �� � �
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE /�TOP OF GRATE TG STANDARD STANDARDRD NOT TO SCALE
AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/12/04. SECTION X-X
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF \ NTS
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 1 \
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW DRIVEWAY SEPARATION DETAIL HIGH POINT
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PAD EL -0.2' MIN.
TOP OF SLOPE TS A FENCING
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 l�• R
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0y �\ CONTINUOUS DRIVE APPROACH z NA E FROM
LOT PERS
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE JA
/ 4 R I 0 9
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 B s 3 A CCdAGREEMENT,
Z CENTER BAND p 5
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION ~ 7 - BETWEEN 10'TM`•(„ B B I�z
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 QDR\ ' IVEWAYS IES NIN M
DURING THE GRADING PHASE. ACT LOT 1 LOT 2 VARIES RI C
WATER SERVICE ---❑W - ,�� o� ��
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, �� " _ v_ SIDEWALK " _ c
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE ---� // °7 �� - a . . a - PAD *** FENCING
PAD
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. o N7 - _ N7
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS pN� P� X Q X FF V I z FF z
DRIVEWAY �aW' z
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. p� �r 37 F� s" TYP. SCORL BAND
K
r
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 20 - � p'V oJ�� 3 BORDER
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE 21 Ty w �, \ -TC T DRAINAG FROM
�y Q \
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � \ \ ADJACE LOT PER
CC&R A EEMENT
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER 1 1
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL �� u 4 �
APPROVE PLACEMENT OF FILL. /17-80 24 j 1 cal o pox n n �px
UNIT TYPE/ELEVATION 26
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AR O �� / # w` R Y--*" A lul K
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING PLAN VIEW
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE ,�� �
GRADING OPERATIONS. / %� TYPICAL SIDE YARD DRAINAGE
BACKWATER VALVES r NTS
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. �. �`G��► CONTINUOUS DRIVE APPROACH * DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH N < Gp� 7 WHERE: 18 MIN TO GARAGE DOOR, 10 MIN TO BUILDING, AND
(1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED 7 MIN TO PATIOS, PORCHES, AND ENTRANCES.
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL +O DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
SLOPES OVER 30' IN VERTICAL HEIGHT. I CORNER MEASURED ALONG THE PROPERTY LINE.
EXTRA DEPTH FOOTING VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION _0.X' 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TODROP GARAGE �_ IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
GROUND SHALL BE GIVEN. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ~ �" BACK OF
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE PORCH AREA SIDEWALK
NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE
STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. FS PER R
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. PLAN 6" MIN. VARIES*** VARIES*** 6" MIN.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2 0 MAX 3' MIN. 1' 1' 3' MIN.
0.5X MIN
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO it MUDSILL MIN. MIN. MUDSILL
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FS PER FG FG
� PLAN SILL fi" ABOVE -
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN GARAGE FLOOR
PUBLIC RIGHT-OF-WAY. 5.o% MAX E
�.,- v
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' 0.5% MIN 12" MIN. 12" MIN. Ln
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
BE
DISCOVERED
ROMPTDDURING LY SUBMITTEDSTOUTHEON.CITYUPON ENGINEER UFOR, THE REVIEW ANDPRIATE APPROVALN REVISIONS SHALL LOTS INCLUDED STEP DETAIL 2% MIN. 2:1 MAX. 6" TYP. 2% MIN.
20% MAX. MIN. 20% MAX.
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE o
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONSTRUCTION NOTES b QUANTITY ESTIMATE " SECTION B
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 35 40 40' MUDSILL 6 MIN. ***
NO. ITEM QUANTITY UNIT SEE TYPICAL SIDE YARD DRAWAGE DETAIL NOTES
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. IN GARAGE AREAS
�1 LOT GRADING (13 LOTS x 50 C.Y.) 650 CY SILL IS 6" MIN
17 os GARAGE FLOOR r
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O INSTALL 3" PVC SCHEDULE 40 187 LF _T FLOOR SLAB VARIES *** a.
ABOVE GARAGE
n 192 � _ 218
�3 INSTALL 4" P.V.C. SCID. 4042 LF n 3' MIN. 1' n
t
GARAGE DETAIL 6MUDSILL MIN. •• MIN.
O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 13 EA FG �
(5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT
14 EA EXTRA DEPTH a
JoFFOOTING �:� U_INSTALL CLEANOUT 3 EA 12 MIN. ABOVE PAD ELEV. PAD ELEV-FG o
O CONSTRUCT CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 2 14 SF z
TYPICAL FOOTPRINT ROUND OFF TOP WHERE NECESSARY " 2:1 MAX. N
�8 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON 13 EA12 MIN. MIN.
SCALE: 1 = 40
5' 2% MIN.
20z MAX.SECTION C-CUj
UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER 1 DEVELOPER *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES Uj
ALERT
PLANNING ■ DESIGN ■ CONSTRUCTION
ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGE HOMES BASIS OBEARING NOTE z
647 N. MAIN STREET, SUITE 1A 19600 FAIRCHILD ROAD, SUITE 270A-A
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CALL TOLL FREE *M COY�or VE,sW RIVERSIDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST SECTION
1 -800-422-4133 �CU�A,CAUFa�Nw 92M-6022 (909) 686-5103 IRVINE, CA 92612-2510 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN FOR REAR YARD SLOPES GREATER >
CONSULTING 651.676.8042• FAx 651676.7240 • wwwiW.co n DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. J
THAN 5 IN VERTICAL HEIGHT
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �p�ESS jp DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
„ SOT JDT AMC JDT RECOMMENDED BY: DATE: /d!7 v� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Q
3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN t�� T 0
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL h� � �, �Q, Plans Prepared Under The Supervision Of
rm ACCEPTED Y: : /b a� PRECISE GRADIN PLAN
COUNTY BENCH MARK T-46-81 RESET 1997" r' E B DATE. G
INSPECTOR THEEASTSOUTHEASTERLYERLY OF THE ECORNER OFHENTERLINE OF RBRIDGE AS NOTED No.60132 ,a _ LO
d RONALD J. PARKS
�, 6/3%a Date: �� s DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 31053-2, CHARLESTON AT HARVESTON
OVER SANTA GERTRUDES CREEK; 4.5 D. TANNER III $
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf' CIVl�. sti r PHASE 1: LOTS 9-13 & 26-33 Q
Q
DATE COMPLETED CONCRETE SIDEWALK. l p� 06-30-06 09-30-07 �'�;=�--=yea-===---- �
ELEVATION = 1097.1 s3' N/A f OF C A�1� R.C.E. No. 60132 Expires R.C.E. No. 19744 Expires �.,„� SHEET 1 OF 3 i
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PE = 1 104.9 '�►.�c• \
,,•ti= r � r� r .�• + q \ CONSTRUCTION NOTES
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\ � �J ti �• 2 INSTALL 3 PVC SCHEDULE 40
\ 3 INSTALL 4" PVC SCHEDULE 40
\ OPS 104'2 ��►' .� \ 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET
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7 �� 48 Q
T� 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT
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f \ 106.7 ��P P �o \00 ( INSTALL CLEANOUT
T 38 / �' ' ' �,��
�.,, CONSTRUCT CONCRETE SWALE PER DETAIL ON THIS SHEET
h \ PE - 1104,3
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NOTE: SEE SHEET 3 FOR
HORIZONTAL CONTROL DATA
14 - �
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PE = 1106.0 c \ °� • to\ 8• PG���� y
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I ON PLANSQS / �7 INERTLEV. Ak v PER PLAN
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ON PLANS N " x z
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ti .M�L r� ry A` •` Ir , ,��,h O•�J,�O? 001 3"x4" REDUCER 4x4 x4 TEE
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Q� �` �. ['�B PE.hpA �Y8 ••C�'�p�"O /TS FABRIC TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND
not
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)- `a o •` - 1105 SAO / GRADING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE.
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�'�! JDT AMC JDT RECOMMENDED BY: % DATE: iA/���s G I T Y OF T DEPARTMENT OF PUBLIC WORKS
3 1/2„ DIAMETER ALUMINUM DISK, FLUSH IN �, 1A
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,��� �• 'p ��, Plans Prepared Under The Supervision Of
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CONTRACTOR COUNTY BENCH MARK T-46--81 RESET 1997" '��, - ACCEPTED BY: DATE: o C PRECISE GRADING PLAN t
EASTERLY OF THE CENTERLINE OF SR-79 ATAS NOTED w No.40132 r^ 00
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp• 6/30/06c � �R�
Da t e: �� �� �� RONALD J. PARKS TRACT 31053-2, CHARLESTON AT H A R VE S T O N �'
OVER SANTA GERTRUDES CREEK; 4.5, Gn* D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 1: LOTS 9-13 & 26-331-1
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL JJ► C y J� ,�� = Q
DATE COMPLETED CONCRETE SIDEWALK. elf E0�' R.C.E. No. 60132 Expires res 06-30-06 R.C.E. No. 19744 Expires 09-30-07 '�f =iNSI: SWALE DESIGN a
ELEVATION = 1097.163' N/A OF C M. PSHEET 2 OF 3 i
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CONSTRUCTION NOTES
14 4 -51\\ 8 CONSTRUCT RES IDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207
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SCALE l�,Q�ESS10RECOMMENDED BY: DATE: ���� CITY OF T DEPARTMENT OF PUBLIC WORKS Q
3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN JDT AMC JDT
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CONCRETE CURB STAMPED "R I VERS I DE HORIZONTAL '��� "r `f •
CONTRACTOR . � Plans ans Prepared Under The Supervision Of t
COUNTY BENCH MARK T-46-81 RESET 1997" ,� �. s ACCEPTED BY: DATE: PRECISE GRADING PLAN o
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED Lai No.60132
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Da t e: (� V , RONALD J. PARKS TRACT 31 O 53-2, CHARLESTON A T H A R VE S T O NLO
OVER SANTA GERTRUDES CREEK; 4.5' EmpIPA
' 6/ � "� DEPUTY DIRECTOR OF PUBLIC WORKS --
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL &P CIVI �! JO D. TANNER III PHASE 1. LOTS 9-13 & 26-33
,, - :: o
DATE COMPLETED CONCRETE SIDEWALK. tf E0� R.C.E. No. 60132 Expires r es 06-30-06 R.C.E. No. 19744 Expires res 09-30-07 '�. = HORIZONTAL CONTROL DATA a
ELEVATION = 1097.163 N/A OF C A�1 p SHEET 3 OF 3