HomeMy WebLinkAboutBook 15 Page 726 Lot 17-20 Precise Grading AQPRox. I'la" oil 5�op1011 rogilot"Im-1 of
RAMP 00 FEAT AftAb -(o gE 3/4:'
�2� �Z-- PAVING NOTE,5 GENERA L NO TES:.1 . MINIMUM PARKING LOT GRADE SHALL BE 1%.
• . :'• • 'a" i\�°� 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
, AS AMENDED BY ORDINANCE 457.
• ' "�' ' /�� \\ � �� 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0 .35%. 70
rIgo �j/�/P� �TR`C `C� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES OR FILL IS LESS THAN 10 FEET 2% IF CUT
OR FILL IS GREATER
PRIOR TO PLACEMENT OF PAVING. 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
g � 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 FILL SLOPES.
DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE 3, MAXIMUM CUT AND FILL SLOPE = 2: 1 .
�•ah��� APPLIED AT A RATE OF 0 .05 GALS . PER SQUARE YARD. ASPHALTIC
EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE 4. PROVIDE 5 FEET WIDE BY 1 FOOT HIGH BERM OR EQUIVALENT ALONG THE
DETAIL HAND/CAPPED RAMP STANDARD SPECIFICATIONS. TOP OF ALL FILL SLOPES OVER 5 FEET HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
ntS. ,' � � i 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL W SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN
WORK PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT
�, i WITHIN THE CITY RIGHT OF WAY. FOR ALL FILLS OVER 1 FOOT DEEP,
6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY 6 • A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND
DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE SAFETY DEPARTMENT WRITTEN C
E IS PLACED AND THE ERTIFICATION OF COMPLETION OF ROUGH
l
SECOND WHEN THE A.C. HAS BEEN PLACED. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
M del
� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
�� � y✓2 3 � � � R�� � � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
�Pao�a� � 2� �•PFE � � � � � �i � � PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO 7• PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR 0 STORM FLOWS,
ALONG THE TOP OF CUT SLOPE .
BEGINNING OF CONSTRUCTION A7 (71.4) 694-6411 .
eX1�1(I�l1G� B. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
1 g THAN 1 FOOT.
S. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTFY 95X
COMPACTION OF BASE PRIOR TO CALL
� � N ___ WA
ING FOR SECOND INSPECTION AND9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE REC DATIONS
I ? �Xlh(I '' " n� 1� �\ ��\ �' ���ti� 1� PLACMENT OF A .C . PAVING. OF THE PRELIMINARY SOILS INVESTIGATION BY
DATED TWO SETS OF THE FINAL COMPACTION REPORT
SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH
V� 1 I �\ \ � � ► I F'�' SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH TH
E
��99 I � /� �I Zp,4 � Z3.31 1 I VP C� RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
��:P I ' R��6�'h•� U
W . THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND
k�ND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH
LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE
�010Gy � � � � APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
/a (iRDUNO � � �
20'� CUT SLOPES EQUAL TO OR GREATER THAN 5 FEET V IN ERTICAL HEIGHT AND
y ��� FILL SLOPES EQUAL TO OR GREATER THAT 3 FEET IN VERTICAL HEIGHT
D ►D' 20 �p do' � �; � i 1B. �O 1\ '1 �I � � SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE
SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE rrsrrr I
DANCE WITH ORDINANCE �
�^ �..� � G�►� �\ �� ��1 � V� r N0. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
'• 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
�--- � BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER
LEGEND / � P � � � � I 1 I Z�• 3 MAT DELETRIOUS i
ERIAL .
�5. �Xl5TI�1G 006kwv hU2FAC� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, �
30' IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR
� �'��• ���� � � I � I FULL SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS
P - • • E � �A i /a' ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL .
eof
p . • �XIr,�(11.1la PDU/�Pbl� � \I �� \� c� y�p.?p3 � �
o SECTION
;'�:,..' �XI�T�►JC� (,OIJCR�(� � , ' '':� ��P�g� � � ` � P�AyT►� aQ�e ����� � ry'�• c�•�h, ,�Qa I ti3� � 01/E2tuy q.0 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION '
� � 2'�� � � �J F C PAVING
z �X15�('i�lU CNA�►J L,��11� F�►,10E N 6. � �A90 u�• �h�• ,� *�c' g �`�� f � M�'� �0 EXIgT. A.c. � OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
� �� ti� .��VG� � � ,r Z3 � v 0 �� �M• 5. �� pQvlN6 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE 'i
OKO. �0�5 \ \ 0 2. � - �'EATHEa To A E TO ADJACENT
�xi��li �c�E of rAVF�MI�Of � 2 � �
`- • • . •:: f � � F• RE•C011�(S7 RUC T Exrgr. 10�0 sy, ��,"�' F�'r_ PROPERTIES.
0 �xISTI�JG� WAT�Iz M�i(�I� �..... 8� � zo 3 o . :. // � � ` � D21 VEWA Y PER -�- � ��
� Apr• � : :•.• . w•5 '" 20 2� / \� � \ ` � S'ECTIUN fir Q18NT. ��,4�°� � `��r�c,. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS .
lei
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SIT M
E . 1020. -� ' � 0•y¢ \� 22�0 � \ 2� � FUNCTION ES E UST CONTINUE TO
�F. IO�a3 � 1� r �% � �G f PECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
�XI�G G,A6RavM � ^� }� F•�' � �� � AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
��gyy�p� ^tio � .��•�h. ,gyp �\ � � 30' ADJOINING PROPERTIES DURING GRADING OPERATIONS .
� ^0�� � \ �� � 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE
� � l,A1Jb5CA�� 10 (y �5
.t. CONCRETE W�E� � i�J, TENTHS N . 5)' SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
�� �� A2�A ov&acAv Q.c.
• . STOA3 tTYR) � � � � PA��N� Exrsr, a.c. BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30
SECTION - i n �,A A � r-�- �\ � k
gECTIOAI D- � ��� �d � ngviN� FEET IN VERTICAL HEIGHT .
� o ti F � 18. A REGISTERED CIVIL ENGINEER
SECT/ON SCALE' l -a /O V. A H. OR LICENSED LAND SURVEYOR SHALL SUBMIT
� � tit,
\ CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC
��ll b bf 11►J : • q �. �? � \\ � i ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA
ON � •► �,� I �' � Q � cEa�NEa ro lei LEVEL). SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
� Q v GROUND SURFACE IS REQUIRED THE ACTUAL EX I9T
¢.F �o/Lo.14 �� 101$.3 � Q 13�, I mopiluf HWY` fivfio AL DISTANCE ABOVE THE ADJACENT
GXi�f.
GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANT
ED N ED WITH HOSEA
� p ( �' �o�h - QUANTITY EST/MA TE ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER.
,^ J ` , SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION TO GROUND
170 L.F. 6 A.C. CURB COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR
I10 L.F. 6 ROLLED CURB
COMBINATION THEREOF . SHRUBS SHALL BE PLANTED AT 10 FEET ON
21.50 78 , L.F. 3 ROLLED CURB CENT� „ ERS; TREES AT 20 FEET ON CENTERS; COMBINATIONS AT 15 FEET ON
���j I 24� / \ u \� � ��• 31435 SQ. FT. 3 A.C. PARKING ON 4 BASE
SEC TION B-B � I Y' / 4� w ` � CENTERS. SLOPES OVER 4 FEET IN VERTICAL HEIGHT SHALL HAVE
2�� � � 1,181 SQ.FT. CONCRETE SIDEWALK
z � � � PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
58 L.F. REDWOOD HEADER DEVICES I � / �• PER U.P.C ., CHAPTER 10 .r .
• � 1 228 L.F CHAINLINK FENCE
• � m�, i '0a,y8 � 45 L.F do CONCRETE CURB 20 . FINISH GRADE SALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT f
A .. I � A
»;ti�:, �'�' � 2��0• ► t 12 LESS THAT 1/2 PER FOOT FOR A MINIMUM OF 3 FEET .
vQ � Q F�' �r 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE.
1 �• . 14'' (�j �n /�� � f'y' ��'F�' 6"AC.CU�� � �r''�� '���, QE CONSraUCT AppQOUAC OF T869C PlAHS 8Y 7KE GTy OR IT9 40ENT5 DoEg N� RECI6VE TNT PERMITTED .
� � gPAC ICq�1�T �l'J HI E 6 E2 QO
� , ,i ,, VRIVEW64 _ �1 S NINE F M THE QESPON�rBIUTy FOR THE- Coaaccr�oN
_. t � I_._ -� �� � T\ � y PER OF �QaOQs Oa oMlss/oNs aiSCOVEaEo auaiNs cOntsrar�rioN, UPON /ZE6UEST, 22• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD j
% o � �p 1 � � � � �` I sECT1oN AT RIGHT. THE APPPOP2147F PCuA/ PEV13101V9 g1l4tt 8E PROMPTLY SUBMITTED TO THE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
I �• � � � � � ��i OITY ENGINEER T'0/1 RFV/EW AND 4PPROVat.
VA6A f9eP A III L.,EIIIIII
� �SAM� ou/N�SN��� � �\ F�• � � f• � �r vat��ESS�ny�,
�t✓o � ,q � _..__ _..------4- - _._.__._. ___.__ _......__ _......_.. � APPROVED BY:
� JOWL tCr REINHART
I NO 23464 �
TIM D. BEREFT, .C.E. 28738 �P:12-31-93
CITY ENGINEER, EXP. 9-30-94
� I\011111 DATE af 3" CITY OF TEMECULA �
BENCHMARK REVISIONS PREPARED BY: PREPIk ED UNDER THE SUPERVIS N 0 : OF ���1�MARKHAM � ASSO��ATES �'0 / � - � Y
SHEET 1
�T�• 1-l�3 SAC. 1 , T85., R.3vJ., SP�M.- AT TEMecuUA, R�VER51r�E COUn1T�{, otJ MAI�1 STP,F.�T 4i780 MINCHESTER ROAD. SUITE N � � �� """'' OF TEMECULA
100' r�OU'(I� AC�i05� 101�, Wi�i5l f'tgOM TNT roFjHgA POD OFFICE BUII,d11•lU (ejq)tA Ig19' J H T. REI H RT, R.C.E. N0. 23464 OF 1
TEMECULA. CALIFORNIA. 92590 REGISTRATION EXPIRES: 12/31/93 LOTS� 1 �'
VICINI T Y MA P PR�S�►J�(I,�( A NA-0100 OF TNT I3A�1C�10 CO�lSUI,TAtJTh OFFICE) bTA R�(AURA1.�( 7UIl,DI�.JU (f0f., (714) 676 6672rORM��, �IR�( NA�(Ion1Al, gAtJl�) 1►J THE NOP►T�I�Ay( CO►JCGi��(� ulAI.I, I.�J' NoRT�w�yT of T�� M. B. I5 /726SHEET
��T ��QgR of q e�oR cOLuM,� aT TEE coar�� of Tug �uIL,�1,�U a.3� a�ov� TNT Fl��r coNcgr�� PREPARED FOR: KIDS W 0 R L D SCALE: 1tl = so' TOPO SOURCE: S. D.
�TEPj A 5'(A�1bARb DI6C SfAMP6D "�-(�j 1921" AWT2 5�'( Vii�ffnwy* 4i956 3rd STREET FIELD SURVEY BY S & A SURVEYING AS BUILT GRADING PLAN
AI��I�D EI,��AT1D►J ioo�i.tPO,i. an1u5TW 1910 �j��SJ�E eouN�Y goo-�-leg TEMECULA. CA 92590 DATED: �/1o/s2
(714) 676 54�15 DATE: 3/16/92 P P 138 JOB 442