HomeMy WebLinkAboutTract Map 30264-1 Lot 1-2 Precise Grading 10 5 0 10 20
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GRADING NOTES GRADING NOTES (cont. ) scale 1 10' feet
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA 22. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
PRECISE GRADING PLAN
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF RELIEVE THE APPUCANT AND HIS ENGINEER FROM THE RESPONSIBIUTY FOR
APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING TRACT NO 30264 ' LOTS 1 & 2
PERMIT FOR CONSTRUCTION ACTIVITIES. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE
A L 1 F Q R N 1 A
TEMECVLA� cCITY OF 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 23. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT
MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL TEMPORARYAGENCIES SALES TRA1LER
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIFIES
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN �" PER FOOT FORA ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/ DEVELOPER 70P $IDpa N47'14'29"E 58.67' N4671'28"E 56.67'
MINIMUM OF 3 FEET. IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ^e ^y 3 h
FIL OF airrl�t Nsr�<L goy Pura 1 SLOPS ��► ��► �%,,. i SLOPS
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4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY FLOWLM a - Q' c�
100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL
W. Poe 4w MC
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GRADED SLOPS OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED PAVING NOTES Toz ��
AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
HA BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 1. MINIMUM PARKING LOT GRADE SHALL BE 1 .00%
PER P<�rr L w ♦7M Q MIN. � 1.09E MIN.
5. ALL GRADINGS LL cue AM M. MIN.
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL 2. E FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. aur � "`� � 100
FILLS HAVE BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION MINIMUM GRAD ELEVATION ry 4' o
REPORT FOR ALL FILLS OVER 1 DEEP. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE NO SCALE
SURFACES PRIOR TO PLACEMENT OF PAVING. ery ��► ��' 11 10 �ry 8 7 6
6. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND WTALL POLVE1 n&M PLO= J M+r � `''r �'''(!P
4
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPUED NOT LESS THAN
1� �. oavER wu►1�L wauac ,ioMr OR Evurv�r �• �� �• 4- �C•
IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT r. K bt K
TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER - 6 �`+ '
SUPPORT. SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 3
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39, AND 94 OF THE STATE STANDARD SPECIFICATIONS.
7. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBUC �,• . t `�% E•P•
WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA ry
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR g is x t_J ,�0�. �► e
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION ALL WORK WITHIN CITY RIGHT-OF-WAY. '�► a ' r r ? �; c �`'"r 1.09r Ln
SECTION B-B 3 � �.'�� Q'
OF CUT/FILL SLOPES. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF `�' "'
T �b_
PRIVATE DRAIN THROUGH.__CU,��„ 8 a � �� �' � z 8
PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT a) 8
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. NO SCALE N
FOOT. 1
z04 ID
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9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 7• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
a► E'
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING 19r 1x c 0
PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC. FOR TR 30264 En cv� �n
DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING �
OF CONSTRUCTION AT (909) 694-6411. .�
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION bt
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION �ry 4• �c• ry 1 W
AND A PLACEMENT OF ASPHALT PAVING. v4 ory
10. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
HOURS
�`''r�
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE CONSTRUMI ON NOTES QTY 1%
" 4
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER `�' �`�' Q
LOT. AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN 1a 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL 78 TONS c�`?r o C4 ANO ,� ^o o'` E'P' N
CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING.
Q CLEANOUT/REDUCER PER DETAIL HEREON 1 EA. �- ry PARKINQ �'�' �ti
PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE " 6P ? �`.'r fi`''r 1.0%
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR Q 8 ATRIUM GRATE ON SPEE-D-BASIN OR EQUIVALENT 3 EA. yr pt,�,pE e�rtrc
11. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE �c-
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY l'J CONCRETE WHEEL STOP 11 EA. a 1 k
DURING THE GRADING PHASE. DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTSa ry
SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL Q SIDEWALK UNDERDRAIN PER DETAIL HEREON 12 LF 4,
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12. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTAWNG, BE PERFORMED BY A REGISTERED CML ENGINEER. THE NUMBER AND LOCATIONS 6 4" DRAIN PIPE 106 LFE.P. LQt Z
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN BE SUBJECT TO APPROVAL BY THE DIRECTOR OF c bt �0 K K
OF THESE TESTS SHALL " L z 40 oz P�41�=1�82.�
ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. PUBLIC WORKS. Q 4 CONCRETE SIDEWALK 719 SF t r• z� Ki r<i
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 8 3" DRAIN PIPE 12 LF Ir-ao PAD=1082" �_ � =J � �� IV
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION Q 2 W� �� 8 �•
203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBUC WORKS
,310m �o �ti �.. �. 0 �o
13. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2--AR-4000. 6 � a4J �� 4� ` E.P.
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHEA NOTIFICATIONS
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IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN
BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES.
TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES a =00'53'01" L=58.14' a =00'S3'o2" L=58.16'
SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: o0
GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. 7
8
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 + �� "�`
14. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE UNDERGROUND SERVICE ALERT: 1(800) 227-2600 0 9 m
STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO 4 C4
PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION DURINGBAT m m
GRADING OPERATIONS. LEGEND
15. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. F.F. FINISH FLOOR Y 2:1 SLOPE 567E
16. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND T.C. TOP OF CURB PAD=1200.1 PAD ELEVATION Q`E �� v4 •o �� a�°
1. SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A N ELEVATION
FIVE-TENTHS ( 5) F.L. FLOW UNE F.F. FINISH FLOOR �P ..�� _► ..�
REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT INV. INVERT ��`� ��'� ,�t'•� �c�' G o
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. G.F. GARAGE FLOOR ; ,19 �- 5 0 +
T.G. TOP OF GRATE _
--------- TRACT BOUNDARY � ��� P REDHAWK PKWY ►O
17. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT I.E. INLET ELEVATION 's ��� o CL QU05URST LAN Q N
0
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE - C DAYLIGHT LINE �- E �__ _,
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF 1234.0 SURFACE DRAIN EXISTING CONTOURS d�P WOLF VALLEY ROAD co U
AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE F.L. FLOW LINE ELEVATION EXIS G C L pecH
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PROPOSED CONTOURS
G.B. GRADE BREAK 2 DETAIL NUMBER 29305-1
NOTE.
18. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE FUTURE FENCE AROUND SALES TRAILER SHALL NOT
REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL (E?) BACKWATER VALVE 3 SHEET DETAIL SHOWN
STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING �� p ROAD OW CANYON OBSTRUCT FIRE HYDRANT.
ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF � WATER SERVICE RETAINING WALL
APPLICABLE. S SEWER SERVICE DECORATIVE WALL � 2. FOREST FALLS WAY AND CLOUDBURST LANE ARE PAVED
O VICINITY MAP WITH ASPHALT PER THE SOILS ENGINEERS FINAL RECOMMENDATIONS.
19. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY STREET UGHT TWTOP TOP OF WALL
NOSCALE
SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL T.F. TOP OF FOOTING o
BE PERMITTED. �- FIRE HYDRANT
E.P. EDGE OF PAVEMENT 0
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO r
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. OWNER ZDEVELOPER:
21. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORKUNDERGROUND5TRUCTURES STANDARD PACIFIC HOMES
255 E. RINCON ST. 200 U_WITHIN A PUBLIC RIGHT-OF-WAY. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
CORONA, CA.
. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR CORON , CA. o
PRIYAIE ENGINEERS NOTICE IQ THE CONTRACAPPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR cn STREET ADDRESS
UNDERGROUND SERVICE ALERTTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR NTH TH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND SOILS ENGINEER I g PA 0LD05-224GR
TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE o 45790 CLOUDBURST LANE
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF OF UNDERGROUND U11UTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT N FIRE HYDRANT BUILDING AND SAFETY
ca L: Til
CALFREE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT PACIFIC SOILS ENGINEERING INC. a
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 7715 CONVOY COURT UASIS BEARIN REVIEWED FOR COMPLIANCE WITH TITLE 24
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO � DISABLED ACCESSIBILITY ONLY
1-800-227-2600 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND SAN DIEGO CA 92111 BEING THE NORTHEAST LINE OF LOT 3 AS SHOWN ON
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE
NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 858-560-1713 TRACT NO.29305-1 MB, 360/65-78 AS N 34'26'31"W APPROVED: A�
TWO WORKING DAYS BEFORE YOU DIG OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONCERNED BEFORE STARTING WORK. 858-560---0380 FAX NAME JV DATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE I F.2810 Hall & Foreman, Inc. r v Drawing No.
RECOMMENDED BY: DATE: � CITY OF TDEPARTMENT OF PUBLIC WORKS
CONTRACTOR INT. OF RANCHO CALIF. RD. AND FRONT ST. 1.7 MI NW ON FRONT HORIZONTAL
O Engineering•Surveying-Planning-Landscape Architecture
COUNTY OF RIVERSIDE B.M. N0. T-46--81 RESET 1997 FROM THE `,�' t" 3,ecnUMwo�,D OR= rm.auk,, Co. 92590
.. '�
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Ph. 951-294-9300 Fax. 951-294--9301 • lZ v5
ST./JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER o` "MACCEPTED BY. DATE
HWY. 79), 2.0 MI. NE ON WINCHESTER RD. (HWY.79) TO A BRIDGE AS SHOWN w W. i-30-007 � PR PARED BY' RONALD J. PARKS PRE C I S E GRA DIN G PLAN
INSPECTOR ( t DEPUTY DIRECTOR OF PUBLIC WORKS
OVER THE SANTA GERTRUDIS CREEK, 55.5 ELY OF THE C.L. OF �� 11
_ TR. 30264-1 , LOTS 1 & 2
� I VERTICAL .� � ;�;-, � '
WINCHESTER RD. AT SE LY COR BRIDGE OVER SANTA GER UDS FRED W. DOERGES DATE: _{
CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. ELEVATION: 1097.163 C���� R.C.E. No. 16526 EXP. DATE 6-30-o R.C.E. No. 19744 EXPIRES 2Z30/07 - TEMPORARY SALES TRAILER
DATE COMPLETED SH T. 1 of 1
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