HomeMy WebLinkAboutTract Map 16178-3 Lot 2-3 Precise Grading SOIL 5 EMG//VEER
PROJECT SOX TEC�l
GRAD/NG NO TD'S
41607 ENTERPRISE CIRCLE N017AI
ale ALL GRADING SHALL BE DONE IN CONFORMANCE- WITH 14 ALL GRADINQ SHALL CONFORM TO TE VNXFORM BUI40IN0 CODE.
761ECUI A R CA. 52390 (7/4) 676-2745 RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CHAPTER 70, AS AMENDED BY QRDSNANCE 481.
SoIC �N DATED _4-Z3 -/990 TWO SETS OF THE FINAL
COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY 2. MINIMS/M BUILDING PAD AND ORAINAQE 3WALE SLOPE SHALL BE aw SX
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS IF CUT OR FILL IS CE83 THAN 10 ', 2X IF CUT OR FILL IS GREATER
Z
AND CER TIFICA TION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THAN 10 so OHA INA OE SWA C ES SHALL BE A MINIMUM OF 0.2" DEEP AND
0
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. BE CON3TRUCTED.A I►j1PIIMUM OF 2 ' FROM THE ?OP OF CUT OR FILL.
D
A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SLOPES
SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION* WHERE 3. MAXIMUM CUT AND FILL SCOPE me2. 1
PRIVE
SPECIFIC EL EVA TIONS ARE REQUIRED, THE EL EVA TION (WITH RESPECT TO
_ _._--- -- -""-"� ,� MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH 1?193PECT TO 4. PROV?DE 8• WIDE BY 1 ' HIGH BER V MOR EQUIVALENT ALONG THE TOP
-�_ ,,._ ._.--+-- -� � ADJACENT AROUND SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE' OF ALL FILL SCOPES OVER 8' HS(3M.
� � THE ADJACENT GROUND SHALL BE GIVEN.
-_ moose
` 29. ALL FILL SLOPES PL V $• ALL ORADSNO SHALL Be DONE UNOR THE 3UPERV,T3ION OF s1
vIcINI r r MAP ACED OVER NATURAL AROUND WHICH IS STEEPER COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
� �` THAN 8: 1 (20X) MUST BE BENCHED AND KEYED PER SOILS ENGINEERS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
ND SCALE �� i ��\N6 RECOMMENDATIONS. REPORT FOR ALL FILLS OVER 1 ' DEEP.
�>% B. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDINI� s1N0
� SAFETY DEPARTMENT WA.t�TEN CERTIFICATxON OF COMPLETION OF ROUGH
PA 111N G NOrES GRADING IN ACCORDANCE WITH THE APPRO�/ED GRADING PLAN PRIOR TO
40 ORAINAGG- EASEMENT ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO
• G) MINIMUM PARKING LOT GRADE SHALL BE ��.
� ( LINE, (SHADE, ELEVATION AND LOCATION OF CUT FILL-SLOPES. '
�
E'ARTHWORh' 0VANr1r1CS � � `� � I � MINIMUM GRADE FOR RIBBON DRAINS SHALL ,BE 7. PROVIDff A BROW DITCH, DESIGNED TO HANDLE 100yr D STORM
� t---- 50 DRAINAGE EASEMENTo.3g�. FLows, ALONG TOP CUT OF A SLOPE.
Clet4yWTION- ˎ CY4 `� � i
Be FINAL COMPACTION REPORT WILL B
CN9,4N,f1YCNT Z 0 76 C fl. 0 � � � AN APPROVED SOIL. STERILIZER SHALL BE USED ON GREATER THAN ONE FOOT. E REOUIHED FOR ALL FZLL,S
EXPORT /,TZ cy ALL SUBORADE SURFACES PRIOR TO PLACEMENT OF
PAVING. 9. THE CONTRACTOR SHALL NOTJ'FY THE CITY BUILDING AND SAFETY
� (
ASPHALTIC EMULSION (FOA SEAL) SHALL BE DEPT. AT LEAST 24 HOURS IN ADI�ANCE REOUE3TINO FINISH COT SPADE
�-- W � � � AND ORAINAQE /NSP CT
Q r \ � � APPLIED NOT LESS THAN 14 DAYS FOL L OW SNQ E ION. ikirS INSPECTION MUST BE APPROVED PRIOR
PLACEMENT OF THE ASPHALT SURFACING AND SHALL TO BUICOINQ PEF?MIT FINAL INSPECTION FOR EACH LOT.
7Z"2.C.P BE APPLIED AT A RATE OF 0. 08 GALS, PER =0. CUT SCOPES EQUAL TO OR GREATER THAN 51 IN VERTICIL HESQHT
SQUARE YARD. ASPHALT EMULSION SHALL
�► I ( AND FILL SCOffES EQUAL TO OR GREATER THAN 3' IN VEHTSCAC HEZQHT
CONFORM TO SECTIONS 37, 39, AND 94 OF THE SHALL BE PLANTED WITH ORA33 OR GROUND COVER TO PROTECT THE SLOPE
STATE STANDARD SPECIFICATION. FROM EROS1`QN'AND INSTABILITY IN ACCORDANCE WITH QHDSNANCE N0.
THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO 487 PRIOR TO THE APPROVAL. OF FINAL INSPECTION.
� I �
CITY OF TEMECULA PUBLIC WORKS DEPT, FOR AN 11. NO FILA SHALL. BE PLACED ON EXISTING GROUND UNTIL THE GROUND
ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE HAS ,BEEN CLEARED OF WEEDS, DEBHSB. TOPSOIL', AND OTHER
� CITY RIGHT OF WAY.
DELETERIOUS MATERIAL,
TWO SPECIAL INSPECTIONS AA REQUIRED BY THE� 12. IF STEEP EEP SLOPING TERRAIN OCCURS UPON W4?CH FILL IS TO BE
BUILDING AND SAFETY D PARTMENT. ONE PLACED, IT MUST BE CL.EAHED,
KEYED* AND INSPECTION AT THE TIME. THE BASE
Son FOR FULL SUPPORT* PREPARATION SHALL BE INTQ FIRM NATURAL
APPROVED BY A
I3 PLACED ASID THE SECOND WHEN THE A. C. HAS
BEEN PLACED.-. REGISTERED SOILS ENQINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
"'
�
INDEX MAP13,o DURINQ ROUQH ORADINQ OPERATIONS AND PRIOR TO CONSTRUCTION
��' � 1 I THE CONTiaACTOR SHALL BE RESPONSIBLE FOR THE
CLEARING OF THE PROPOSED WORK AREA, AND COST OF ALL EXISTINQ OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CANTHAL
RELOCATION AND
� Q �
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMROQ 70 ur;rc.zr.rEs. THE CITY SHALL BE INFORMED 48 ADJACENT PROPERTIES.
.HOURS PR.TOR TO BEGINNING OF CONSTRUCTION 14. DUST SHALL BE CONTROLLED BY WATERINQ OR OTHER APPROVED
� 1 AT (714) 694- 6�fop MET14003.
Yp r �1� �1 A COMPACTION REPORT B Y A SOSLS ENGINEER SHALL 98. ALL EXISTING DRAINAGE COURSES ON THE PRCIJFsCt 3I YE MUST
f Q CERTFY 35M COMPACTION OF BASE PRIOR TO CONTINUE TO FUNCTION. ESPECIALLY DURING S7gRM CONDITIONS.
CALLING FOR SECOND INSPECTION AND PLACMENT PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE
`-� OF A.C. PAVING. USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
GRAPHIC SCALE � � , � 1� po��� 16. STABILITY CALCUL�ITION3 WITH A FACTOR OF AT LEAST ONE AND
_ 3 o FIVE 1'EN1H (x.81 . SHALL BE SUBMITTED BY A 30?l.3 ENO.rNEEH TO THE
�Q�a;k� BUILDING AND SAFETY DEPARTMENT FOR CUT AND flLl. SLOPES OVER 30 '
0
o°� IN VERTICAL HEIGiHT.
2,� 50 /06 15o zoo �� a' BENCHMARK
37. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED W?TH
. �
6110 , 1.20 C- F, 8- ROSEA ICE PLANT AT 12 INCHES ON CENTER OR ANOTHER APPROVED
A OOy Z•80 C•�S'
� _ OF IVY ST. ANO WAOINGTON AVE,R/YERS/Of CUUNTY BENCHMARK T-89'8 MIIfS 50UIK�i�ST8/. Ff�OM THE INTQROUND, COVER. ELOPES OVER 18' IN VEgTICAL H6IQHT,, IN ADDITIONITO QRpUNO COVER SHALL BE PLANTED WITH APPROVED �HEE3, SHRUBS,.
OR COMBINATION THEROF. SHRUBS SHALL BE PLANTED' A T 10' s ON
RwN491N4E4fRJ,9 EST//MATE OF QUANT/TY ON WA 5111N 6 TON l0 7& INS OF. AIA5106 TON A VE. AND 3ROYN CENTEFi3; TREES* zoON CENTER; COMBINATIONS, ssi• ON CENTeR3.
ASPHALT CONCRETE, PI,�41 TONS �� � � �. SLOPES OVER 4 * XN VERTICAL HEIGHT SHALL' HAVE
Sl: /N THE NORrINIS�ERIV ORNER Of A 13H/DGE ABUTMENT ?RRIOATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER , p ENT
� � r-013 THE WASHINGlON S7. BRIDGE OVC•�i THE Naj?j316TA�fl1yfR-A��RE6AlE BASE CLASS II I,695 C.Y. v/ Lu � CHAPTER 1 0.r.
A3PHRY EMULSION f FOG COAT) 334 GALS.
6�' CORS, � COTM5 f TYPE A' RIK CO. � � `� 18. FINISH GRADE SHALL. BE SLOPED AWAY FROM ALL EXTERIOR WALLS
Q AT NOT LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM OF 3 FEET.
STD. NO. 20g ) 1062 L.F.
I
3' WIDE RIBBON GUTTER SCE DETAIL665 I-F 19. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
( )
TRASH ENCLOSURE 2 EA SHALL BE PERMITTED,
I
HANDICAP RAMP 3 EA20a ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE
BINE SACK 6 CA FIELD PRIOR TO COMMENCEMENT OF ANY CONS TRUCTION/f3RADZNl�.
LOADING AREA 1500 S F
SOURCE OF T 0 P 0: r16LO ,AO 8V Tl7-MAC EN6/1yEE2/N6 11-lb-89.
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AGGREGATE BASS IN PAHMINIC AREA L 6" CF 1 PER RIV. CD. STD. 20� � �
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INSTAIL q"OF A.C. PAV/NG OVER 10" Of CLASS II' fiPREPARED FOR PHONE ( 714) 6 76 5715 L,� r� 21IJ14 BA9C IN DRIU/NG fIR A O CONSTRUCT DRIVEWAY APP20ACH PCQ s� �lr�.
AGGROCATE -*�
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DESIGNED BY: �r TO--MAC ENG/NEER/NG CITY CSF TEMECULA
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