HomeMy WebLinkAboutBook 15 Page 726 Lot 1-22 Precise GradingE MUCULA
NOTE:
W11GRE 49PHaLT /JND CONCRETE /S 616/N6 REMOVED ANO
REpl4C60 WITH NEW Ll.0 P.4VIAIC., SO/G TESTS SH9GC 8E
T41(GiV AFTCk ROUGH OR40ING- TO DETERMINE EX.407. BRSE
4ND A.C. A4VlN9- SECTION RF61U1RGMCNT9-
NOTE: NO k!0090 CAN BE FOUND or A SOILS REPORT
FOR TH13 SITE UNDER PLO( PLAN VaS OR ANV Fk76-VIOUS
apppoVA19 LINO/OR 06KIOPMENT OF TRIS 91TUS
19p4 31Y. Z9 \
VICINITY MAP s ° `° "' e ,s , 'Z"
n,. t Is. 000000
PAVING NOTES
1. MINIMUM PARKING LOT GRADE SHALL BE lY.
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0,501.
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES
PRIOR TO PLACEMENT OF PAVING.
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14
DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE
APPLIED AT A RATE OF 0.05 GALS. PER SQUARE YARD. ASPHALTIC
EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE
STANDARD SPECIFICATIONS.
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK
WITHIN THE CITY RIGHT OF WAY.
6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY
DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE
SECOND WHEN THE A.C. HAS BEEN PLACED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO
BEGINNING OF CONSTRUCTION AT (909) 694-6411.
8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95%
COMPACTION OF BASE PRIOR TO CALLING FOR SECOND INSPECTION AND
PLACEMENT OF A. C . PAVING .
oe
g`K " ESTIMATE OF QUANTITIES
6 00 �449P144tT AND CONCRETE REA10VALS 1415 C. V.
z7,1206.F (245c.v.)
\ �a� porz. OlLk. 29 A.C. PAVEMENT-(3") 24 I2 0 Sf t35070N5)
6 TYPC
OWE-R8 a e' CITY,97Q 011- CITY ST0. 78 C. GG F.
q.Q. DOWND2AlN-CITY 9TO 907 M001FIR7
�9Q \ aECoNsrauCr EXl9r CONC. DRIVEWAY
APPROACHES qS NEEDED
/ \ CON9T¢UCT UPIVIAIG- t4N9-0VER.txt6r-
t0A DINg DOCK
/ C6493 IQ RASE -(4 % 35 GY.
/ 4. 0. A4 VEMENT-13°l SOTON3
/ TYPE 'G!-L" CUP&o CITY 910. 200 Sw GF.
6' CHAIAI tINk FENCE 510 L.F.
3' WADE CONQ7ETE QI880N GUTTER 0156 G.F.
INSTALL 'i4 TON RIP- PAP IS TONS
TYPE "D" CCURB(6 " C. F. CITY STO 204 1455 C•F.
/ 6LK 30 REMOVE 10q C.M.P. to I It.F.
ReMOK0 SHED I EA0
\ / S. a CO. M. 8. lS / 72(, REMOVE POWER POLE l Eq.
:> \ 126MOVE FENCE 570 C.F.
2 6' SIDE WAtk - CITY STD. 401 , Its 6.F.
CONIC. W14EEL VOPS /0 EA.
\ � � CONSTRUCTION NOTES
INSTgCG !l.C. P4VlN6 OVER &Wlig PER 9010 ENGINFE1z pEc0MM6NV4T10A1
Cffiomuc r TYPE "G" cuka- PER ctry.,.sro, 006
<04CN� �55i4 y CON9fRUCT TYPE "A-b"CU28 PER ClTy gro. Fjo
y�' 00N4;r9U6T Q.C. ofK& ((e") PER Clf'/ 610- 2tl
2
A an�0 1ti rG y iCoNumeUCT Q.C. WWNWAIN PER. CITY grO. 300' MOO.
k7F-covarRuer cx1gr- CONIC. ORIVEW0 Qp1'R04CNE3
io v., ti
�o o� \ a� '( � CONSTRUCT 3' WIDE CONIC. RIBBON 6UTTE2�" ��`� �'' 8 N%5T4tt'8" CH41N UAIK FENCE
REMOV4L - TVPF qS NOTED
IAIVTAtL 114 7ON RIP- PAP (AREA 45 NVEV) MIN.30110EEP
CONSTRUCT TYPE "�"CU/Ip CG"C.F.1 AER CIrY STD 204
90416'--I"=Q0' �tiy �� oy�v � e It PAXTRUCT U'SIOEWAGKDE2CIry9TD.40!
INVAIL CONC. W14FIFIL STOPS
BOUNDARY MAP
BENCHMARK
.STANDARD BRASS DISC STAMPED "J--6311, AT
TEMECULA, ON MAIN STREET, 100' FEET SOUTH OF
AND ACROSS THE STREET FROM THE POST OFFICE, AT
A HOTEL BUILDING (FORMER FIRST NATIONAL BANK
BUILDING), SET VERTICALLY IN THE NORTHEAST
CONCRETE WALL, 1.5' NORTHWEST OF THE EAST
CORNER OF A DOOR COLUMN AT THE EAST CORNER OF
THE BUILDING, 2.3' ABOVE THE FIRST CONCRETE
ENTRANCESTEP, AND ABOUT 2.5' HIGHER THAN THE
STREET. RIVERSIDE COUNTY DESIGNATION
"600--7-68" .
68017¢
3
S0' LEGAL DESCRIPTION
aAQCEf, I : LO--.e I
TS I-3 ANO 6- 2Q IN 6lOCK 30 OF THE TOWN OF TEMECUGA,M.8#f5/7PER 3qN 0/E60 COUNTY o
709FT1169 WtTtt 7H€ PORTION OF FRONT STREET VfiCAT60-,PER lNBr NO. 4&49t 2ECO qPR. ?3, hf75 r 4MO THE P00aN
Or T146 VACATED 4UEY PEA? INJT NO &VI AEC. GEB. l4,1975. RIVERSIDE COUNTY RECORDS.
EXCEPT niosu A7Rrl0Al9 OF to r3 I,2,3 A Ni7 to PER DEEO TO MG COUNT-Y OF 2/VERS�DE IN&T N0. 47941+ REC.
� FEE. 2412 1988.
PARCEL'Z CUTS l-6 IN BLOCK 20 0E THE TOWN OF iEMECIJtA. PER SVIVIUG.0 COUNTY M.B. 05/72b,
TOEE7N6¢ WI(H THE POQl70NOF THE VACATED 41t0o PER IA14r. 80963, 966'. LlpR. 23.l9797 RlVEQB/OE
COUNTY QECOR03,
GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
701 AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT
OR FILL IS LESS THAN 10 FEET, 2% IF CUT OR FILL IS GREATER
THAN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 FEET
DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR
FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPE = 2:1.
4. %Tf�
01%� RE 5��EE WIDE\BY\i`FCAT HfIH B kRM 0 EQl'f� VALE T A ONG� H�
OF\ LL R LL LOPES OV R 5\�EE HIb4\
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT
FOR ALL FILLS OVER 1 FOOT DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPT. WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 70
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS,
ALONG THE TOP OF CUT SLOPE.
8. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
THAN 1 FOOT.
9. A�LLTHRARINLSHN� Bf� DONE kN
v COf�FO�iI�ANCF� WI'F_-TFi--R�'-�OMML_DA'fi-ONS
DAl� D _ _� __ TWO SE 0 THTI TI0�FIM�L C� PAS�IO �REP T
S AL BE UBI�` TT �T TH U DI\NG
AN� SA �ET`(��EPA TM T� ICH
SHR� L �CLU E� �UNDO �TI �D IG� REC MME �DAT ONS\eND�
C �RTC�ICAO�IO THA` GR'p� I�!� HA� BE�N� NE ` N�0 FOR ANC W �H H€
RECQMMLNDA1��ON OF�`f.�lE�Rf�EL'I.�1IMA�Y\SOIL �t�ORT\
10. THE CONTRACTOR SHALL NOTIFY -THE CITY OF TEMECULA ENGINEERING
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE
APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: (909) 694-6411
11. UT `�OOPE EEQUpLL T 00 GG�TTE fTH'NT 3Ft' EE� fl
vVEFfiII� �i�I
R `D
FIt,�� S� � � �
'S L BED�L� EDP �IT� GR S�� G QUNp� CO R ` 0 P OTE�cT� �E��
N�0pE {� OM\ R� �ON 'p �N �NS B I L` TY \ �N\ �CCORpAN �E� TH\kD Tf�AN(?�
0.. \457eRRI0R, TO\THE�APPRQVA�O��INRI. TN�SPE6�TI0� �
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETRIOUS
MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR
FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REQISTERED SOILS
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION
OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 70
FUNCTION,ESPECIALLY DURING STORM CQNDITIONS. PROTECTIVE MEASURES
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
17. �TA&�LI TH ` C��I�Cl1A T�BNS�JIf Su �� F�ACYeR NqF R.�' L'f�AS1�ON�A�10. �`b�VE
CIT OF �EM UL E�J IN RI D6eARC �MEF���\�6�NEE
�DIL a
S PE OVE 3 F� � � TI6 L PI IG T.
V EIS �I N � �ER R L� p CEN E LAN UR V 0 SHA L B T
18. C�E�F1TAT�1D9N�� BIJ� �LD1� kG D� LE T10N WHL E�� E� F �
� EVA� ION� AR RE �UIR D, \ �H LE �A� N\l�I�II M R PE' T� ��6{N EA
LEV L) HAD B GIV �N. IF` N �LEV' �TIO W H ES C1 TO` �DT �C,E
� �OUN� Sl1 �FAQ I REQ�IR �kIE`A,CTUAL�ISTQNC�. ��E '�Nt `ADJ�.CE
GRQ�IND `SHALL. � GIV`EN.
19. ER 0kIO COROL� �C L � �ADSt�OPE6\ SM LL ,�E , AN'�€D WET� O�S�A
I'll F �AN ATE1 2" N� �NTL �S QR A �OTH R�pPRG�ED ROUT OVE
SLQ �ES `qll�E 15EE' IN ` ERT� CA HE` �GH -I\ ADD TIO f � GR UN6QVERB FfLL �E� AN Nuou
�Ir� TH\,� PP �OVEp T �ES, SHR BS, 0�
COM IN�`IO THE EO S\H �LLBgE\ LAM �ED �T�� FLF�T 0�!
�N� Sc! ; \ RE A 20 EE ON EN1� �R\, � B T� T r(�NS ` �T �� FLF�T aN
CE TER � �OP OV R FE I VERB ICAk��IGH' SF��LL`�iAV�
D�RMA�EN IRR� GA N� ST S� ���ACI�FLOAI\ PRfi\VEI IOM
qCS, PE U� C�CHAf�TEF�10 : �c .
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/2" PER FOOT FOR A MINIMUM 0r 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES N4T RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
q. P. N. 9?2-- 079 - 017 522- 00- 0/9
DATE: 1970
ELEVATION: 1005.651
` r
N •
a r
>t � •
a � • k Q c' �
vi
r r M f n go it F S r
i
c
i h J
:w
.�. • l' � tea. JAry ON
4 TO
:
r
1
,
ai:: � =., ... � /' � i _ �� llI ! / .[1/�� ♦ ri 1 r' �. _ ��L�1 ',:.. 4. � �.. �.. ,.. 9 "., � •g.e". �b. �'._:.: 1!..i' ! _
t0 'ZO ¢Q fop SU
22756 CASTLE CRAG
CANYON LAKE , CA 92587
- (909) 244--284S
'jo
, k�ll
SX, DA'TE :� 3/30/93