HomeMy WebLinkAboutTract Map 29798 Lot 40-41 Precise Grading GRADING NOTES GRADING NOTES (cont. 1 PRECISE GRADING PLAN
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 r
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF RELIEVE THE APPUCANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR
APPUCABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING Q'
PERMIT FOR CONSTRUCTION ACTIVITIES. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE 9
PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVALTRACT NO .
40=41
� ��l- P REDH AWK PKWY
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1 X. 29798 , ��► � �O
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 AGENCIES r WOLF VALLEY ROAD
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIFlES CITY EM EL
CALIFORNIA
MINIMUM OF 3 FEET. rA►
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN � PER FOOT FORA ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/ DEVELOPER � p �'
IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE �. �cHgN
AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. TEMPORARY A LE FFi E �q.
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. r� p� TR. 29305-1
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY -�
100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL �°� RAINBOW CANYON
GRADED SLOPS OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED ROAD
AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
5. ALL GRADING SHALL BE DONE UNDER THE SUPEhMSKON OF A REGISTERED CML VICINITY MAP
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL ---
FILLS HAVE BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION NO SCALE
REPORT FOR ALL FILLS OVER 1' DEEP.
6. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GR'OVND UNTIL THE GROUND _�_ -`�� � 50 , I 62.00' .._.. 5.6 '
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL.. AND OTHER DELETERIOUS MATERIAL... PAVING NOTES _._ __. .-- �.
IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE --} L .
TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR
SUPPORT. 1. MINIMUM PARKING LOT GRADE SHALL BE I.00
7. A REGISTERED CIVM.. ENGINEER SHALL SUBMIT TO THE CRY OF IEMECUTA►'S PUBLIC 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50
WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 3• AN APPROVED SOIL STERILIZER SF�ALL 8E USED ON ALL SUBGRADE
SURFACES PRIOR TO PLACEMENT OF PAVING. ._ __ _. _..__ ..........._.._._.._. ._.._. .. _....__-._______.___, _ ___._--___ 8 R
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION � n
PENGUIN PLACE
/Fl 4• ASPHALTIC EMULSION (FDG SEAL) SHALL BE APPLIED NOT LESS THAN N � v
OF CUT/FILL SLOPES.
COMPACTION REPORT WILL BE RE FOR ALL FILLS GREATER 11•IAN ONE FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPFIALT �� 40' 90' �. � T +
__"_Zx
8. F1NAl. REQUIRED SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER 0 a° 1064.70 ao 1064.95 N c o
FOOT. SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 379 _ _ __ m __ F.S. 65.3 B WATER
1
39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. o T.C. T.C. -
9. ALL GRADING SHALL BE DOME IN CONFORMANCE WITH RECOMMENDiAT1ONS OF THE scALE: 1~ a 20' i! I TI fA_N
PRELIMMVARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC. DATED 5. THE SUBDIVIDER OR CO SMALL APPLY TO THE CITY OF TEMECULA --- -- I � S
SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR � ,�� �
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ALL WORK WITHIN CITY RIGHT-OF-WAY. T •�' .L. 65.49 �0 65 51
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN I FS 65.
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PREUMINARY SOILS REPORT. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF - 42.00' 4 50.00' =17,87.CA I S
PUBUC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT _ �_ •5� 6 At. DIKE 5. 27.67'
10. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. u+ w �' • 4b./ PER STD. # 214 3 .o
F.S. 65.7 2 � L 31.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS 7• CONTRACTOR SHALL FOR THE OF THE y 6 1066.
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH THE
WORK AREA, AND RELOCATION AND COST OF ALL EXISTING 2 F.S. 66.1 .0% : 4 X 4 FL GB
LOT. �'
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR M BEGINNING
7
67.51 7
1 __._ 8' 1 I F.S. 66.2 �.o� F5.66.45 � 0.6
PUBLIC WORKS DEP PFIONE: (909) 694-6411 CONSTRUCTION AT (909) 694-6411. I F.S. 6fi.2 Fs.s6.o7 - DF
11 S. A COMPACTION REPORT BY A SOILS ENlG1NEER SHALL CERTIFY 95 � -- - I = LEF TRAILER RAM F• FS 66 1 4' GF=1067.67
11. CVT AND FILL SLOPES SHALL BE PROTECTED WITH A TION OF EROSION PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION STI Q 1066.4
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY AND A PLACEMENT OF ASPHALT PAVING. �' I S. 66.08 �; FL GB
DURING THE GRADING PHASE. F.S. FINISH SURFACE - U) I I 2 `` '
9. BSERVATION OF OR BASE ROCK GRADE .S, 66.14 1066.42 INV
12. POST-GRADING' ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO MVSTALLING SHALLBE COORDINIATED BY THE CONTRACTOR WITH THE 901LS ENGINEER T.C. TOP �� 2.1 �" - _ �' F.S. 66.4 FS.43 066.55 2 INV 41
INCLUDE, r t
WHERE APPUCAB GROUNDCOVER TREES SHRUBS OR A COMBINATION THEREOF IN AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN F.L. FLOW LIVE ELEVATION PAD=1200.1 PAD ELEVATION r Z PO TA E (ENCLOSED �„ i066- NV
5
ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. TOILET F. . 67.73 z 0
INV. INVERT F.F. FMVISH FLOOR I bt39
SLOPES OVER 4 IN VERTICAL, HEIGHT SHALL HAVE PERMANENT IRRIGATION SYS I ERAS PRP ED 0.2
10. FINAL PAVEMENT SECTION DESIGN SHALL BE TO THE T.G. TOP OF GRATE G.F. GARAGE FLOOR (J
K �'`
PLAN 1BR DF
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DN�ECTOR OF p�� WORKS FOR APPROVAL A MINIMl1M OF TEN DAYS PRIOR N LAS P. � •S�
69.35
PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE I.E. INLET ELEVATION �r.�� TRACT BOUNDARY it r � � .L. 66.46 � � PAD=1067.5 3
13. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE (IZOl1ND TMETHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY Q, Ir`' FF=1068.08 67.5
HAS BEEN OF WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL. DESIGNMANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS 1234.0SURFACE DRAIN DAYUGHT LIVE I w I "n CA 4 0.0 FG
IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE SHALL CONDUCTED ACppRpw,�E wITFI CAUF�ORNNA TEST N0. 301 AND SHALL F.L FLOW LINE ELEVATION �- �= L9> F.S. 66.81--/ DF
TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL A REGISTERED CIVIL �R. THE NIT ER A� EXISTING CONTOURS I rn1066.80 TG
SUPPORT. A REGISTERED CML ENGINEER, SOIL ENGINEER, OR ENGINEERING G.B. GRADE BREAK �� CN o 1 �1066.30 I N V
GEOLOGIST SHALL APPROVE PLACEMENT OF FILL
OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PROPOSED CONTOURS I a, , I V
PUBLIC WORKS. (M BACKWATER VALVE DETAIL NUMBER co I co .S. 69.40 18 6 7.5 N 106 7.2 HP
PROVIDED UNTIL PERMANENT DRAINAGE 11• 3 SHEET DETAIL SHOW I o� 2' F G 17 M MIN
14. TEMPORARY DRAINAGE SHALL 8E
ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION � WATER SERVICE I �
STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO 203--6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS 7 32 1066.90 TG �,,,
PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION DURING CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. Q SEINER SERVICE ` K 6 .40 INV -4
GRADING OPERATIONS. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES -� 41 4 O 0 bo
STREET LIGHT g 12 5 1067.5 w 1067.6
1067.2
ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A I 1066.9 � : 1
15. DUST SHALL BE oo BY METHODS BY THE CITY ENGINEER. COURSE OF B-AR-4000 A MINIMUM THICKNESS OF 2 INCHES. t� 3 9
BASE (�U �- FIRE HYDRANT I H.P./F.L. 38
,67.09 SEE LD04-263GR FOR
16. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND RETAINING WALL LOT 39 PRECISE GRADING
FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A � � ,�.. T � I FLOWLINE A.C. SWALE PLANS
BENCHMARK: DECORATIVE WALE N F.S. 67.1
S. 67.28 S. 67.45
REGISTERED CML ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST F C � I ,
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. T.W. TOP OF WALL n �' F.S. 66.9 41 o N S. 67.10
,.. T.F. TOP OF FOOTING � � REDWOOD ,� ; REDWOOD 67.7
17. A RE CML OR LAND SHALL SUBMIT COUNTY OF RIVERSIDE B.M. NO. T-46-al RESET 1597 I , , -\ D OOD HEADER F.G.
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. � i I � �� GO �� HEADER 16
REQUIRED, THE ELEVATION RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF 1.7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. 65.6 -
( ) OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 W. HE CONSTRUCTION ! F.G. 80.00' ��.- -= - - 50.00- _ - - - 41
AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ON WINCHESTER RD. HWY. 79) TO A BRIDGE OVER THE 42.00
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. C 0 3" ASPHALT PAVING OVER COMPACTED NATIVE SON.. 91 TONS ! ' �
SANTA GERTTZUDIS CREEK, 55.5 ELY OF THE C.L OF
2 CONCRETE SIDEWALK PER C.0 T. SID. �o
18. EROSION AND SEDIMENT • THE PERMITTEE SHALL ABIDE BY ALL OF THE WINCHESTER RD. AT SE LY COR BRIDGE OVER SANTA C�► �• � �• � LANDSCAPE 426 S.F. , ;- F�'• F.S. 65.7 S. 66.33 � 2 BENCH
REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL GERTRUDIS CREEK 4.5' WILY OF S'LY SIDE OF CREEK. ARCHITECTS PLAN FOR ADDITIONAL (INFORMATION I , ,
STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING Q 6' AC DIKES PER STD DWNG No. 214 16 LF. f 1063.92 65.35 T.C. 66.21 67.54
ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION AC'TMTIES, IF ELEVATION: 1097.163 °'w
APPLICABLE. 4 REDWOOD HEADER T.C. N cri+ F.L. 65.71
335 L.F. / __._�____..__._.___ T.C. 65.60 ago
5 WMIEEI. STOP 9 EA �' W F.L. 65.10 20
19. EXISTING SHALL CONTINUE TO FUNCTION DURING THE RAINY SOILS ENGINEER O
SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL Q e PVC SDR-35 DRAIN PIPE
BE PERMITTED. PACIFIC SOILS ENGINEERING INC. � 9
771 S CONVOY COURT 7Q A.D.A. COMPLIANT HANDRAIL, 90TH �. WALLABY WAY
20. ALL PROPERTY CORNERS SHALL 8E CLEARLY DELMVEATED !N THE FIELD PRIORTO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SAN DIEGO CA 92111 -------
• 858-560-1713
21. THE PERMI I I MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK 858-560-0380 FAX UNDERGROUND
wn}nN A PUBLIC RIGHT-OF-WAY. NOINICATIONS
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
PATE EHdN=
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE.- THE CONTRACTOR SHALL M0 IFY THE FOLLOWING UTILITIES OR AGENCIES 2 �
? M 7W CONTRACTOR, APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: LD05-099CR
LROERGROM S iriRx ALM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES
TIN AS SME UABILS� CITY OF TEMECULA DEPARTMENT OF Pl18LIC WORKS (909) 694-6411 P A04-0551 LD04-255GR
OWN ON THESE NS WAS OBTAINED BY A SEARCH OF TO HOLD UNDERSIGNED HARMLESS FOR ANY D GES RESUL G THEE CX OWNER D VE LOPER:
STRUCTURES SH ► OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED Tn THE UNDERSIGNED; NOT UNDERGROUND SERVICE ALERT: 1 800 227-2600 BUILDING AND SAFETY
•, AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ( ) D.R. NORTON CONTINENTAL
CALL- 1�1L FIR EXISTING UTIUTIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT / REVIEWED FOR COMPUANCE WITH
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKEBAOS OF BEARINGS 5927 PRIESTLY DR. # 200 TITLE 24 DISABLED ACCESSIBILITY ONLY
1-X2V-Z PROTECT THE UTIUTIES SHOWN, AND ANY OTHER UNES OR STRUCTURES DUE PRECAUTIONARY MEASURES TO PROTECT 7HE UTILITIES OR STRUCTURES SHOWN AND CARLSBAD, CA. 92008
NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE BEING THE SOUTHERLY UNE OF LOT 9 AS SHOWN ON 760-930-1980
OF AND ANY DAMAGE TO THESE UNES OR STRUCTURES. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTRJTIES OR S1RUMURES TRACT NO.29305-1 MB, 360/65-78 AS N 5213046OW APPROVED: o
1TM0U CONCERNED BEFORE STARTING WORK. NAME ATE
NOM .1 KFORE VCONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �� FUN, NP;Hall & Foreman, Inc. RECOMMENDED BY: DATE: ��� DrawingNa
ADDED ADA RAMP & HAND RAIL ,/as SCALE a E - .L CITY OF TDEPARTMENT OF PUBUC WORKS
5 5 05 DT � RIVERSIDE COUNTY 600-62-69 1970 wt�'' � �3 � � �� ft �
CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER Fla z�oNTAI .; ' h,• M �m F . L
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAL.A ROAD � � ACCEPTED BY: DATE.
N PECT OR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN °�- ♦ °� t PREPARED BY: � PAS PRECISE GRADING PLAN
PAVED ROAD 5' N.W. OF TEL POLE No. 6295, C.W.T. 3' VERT9:Al DEPUTY DIRECTOR OF PUBLIC WOWS . .
•. .
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 � � ``�d� FRED W. DATE: -;.{�- - TR. 29798, LOTS 40-41
DATE CA R.C.E. No. 1952 EXP. DATE 0- 19744 DOM 9�=M SH T. 1 OF 1 Q
. 134003\Model-Site\34003-PRKNG-PGP.dw9 05/26/05