HomeMy WebLinkAboutLot 2-4 Precise Grading GENERAL GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX IN THE CITY OF TEMECULA, CALIFORNIAORK TO BE DONE
EcuL , C LIFORNIA
CHAPTER 33. AS AI�►�NDED BY OROINANCE 99-23. THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BF DONE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
PRECISE GRADING
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. PLANS STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
BOOK ).
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . TRACT NO . 28482 - 1 LOTS 2 - 4 , MODELS & LOT 1 PARKING LOT BROOKHAVEN, PRIVATE ENGINEERS NOTE TO CONTRACTOR
4. PROVIDE 5' MADE BY 11 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
FILL SLOPES OVER 5' HIGH, OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR WITH SAID REGULATIONS AND ORDERS.
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 12
%,%w TY-AML- COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. � COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
ALONG TOP OF CUT SLOPES. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
THAN ONE FOOT. OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OFT ��7 J �, _ PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
3
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION � THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 37 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
OF THE PRELIMINARY SOILS REPORT. 36 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 ~ - 22 38 SHOWN. THE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE �r � EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING .$ :%*< _. 3 5
AFFECTING THIS WORK. WHETHER OR NOT SHOWN
o -. TA
_ E 0 S 0 HERON* AND FOR ANY
PERMIT FINAL INSPECTION FOR EACH LOT. ..r„"
`>=>' ,: •>': :. . +
•>�,.••�';:is•�v.: : ;�':.<:>,:.;:.:�,•°.. ># +}.,.
> ::;.>,,,<}••'>: DAMAGE OR PROTECTION TO THESE LINES
ES23
PHONE: (909) 694-6411 ; i5 34
40
24
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL ' '
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE �''� 5� � } } } u' LEGEND
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM t4 SD EASEMENT / 7 33 41 .0
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE ao� / - 19 25 y TOP OF WALL..................................................................................... TW
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
�` 'yc�' °'a �.,. 'r TOP OF FOOTING
32 ......
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 91 90 8 18 25 42 TOP OF CURB ELEVATION--•- --- -- -•..•.._- TC
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS $ / 89 88 77 \
MATERIAL. CALIFORNIA 87 PAD ELEVATION ..... ...... PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL S TO PLACED. SIT '` g �7 27 31 43 FINISHED FLOOR ELEVATION .............. -_-- FF
I ,� E
THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL FINISHED GRADE ELEVATION ............................................................ FG
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A NC �O car 86 RA r 85 10 28 44 HIGH POINT .............................•---••--•------•-------..._. ...................----•----- HP
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. S 4 16 3 O
4 S�j 83 TOP SLOPE ...--•-••---•........................................... --•••---------........_--.... T
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF �5 8 2 11 FLOW LINE .............. . FL.
-----•--•..........:.......................•---•-••.......
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD - -
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT TEMECULA 81 15 4 5 TOP OF GRATE ELEVATION .. ........... TG
PROPERTIES. ..............................•--•-•---•-----•--
M.T.S.
67 12 GARAGE FINISH FLOOR ELEVATION -•....................................•-----•---......._.. GF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 8 0 14 4 6 EXISTING ELEVATION . (91.70)
6 8
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO VICINITY MAP
6 J 13 48 47 FIRE HYDRANT LOCATION --.•-------------------- ------------------------------•-------- ---
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 79 7 0 49 STREET LIGHT .................................................................................
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT TRACT NO ,� 2 84 a 2-� 6
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 71 6 50 DIRECTION OF DRAINAGE FLOW ..............................................
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 78 65 51 RETAINING WALL (BY SEPARATE PERMIT) ................................
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 72 64 52 APPROXIMATE LOCATION OF ELECTRIC METER ........................................... D
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT. z v 5 3 SEWER LATERAL LOCATION ..
= W Z z 77 63 ...
40- 4 D
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING = o � 0 7 3 5 4 wQ WATER LATERAL AND WATER METER LOCATION ......................................... Q
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE LOT 62
55 ELECTRICAL TRANSFORMER .. .... ......... ......
Q
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN ,°C,a LINE 3� MIN. Uj " "------------""------ -- -•~•�••-- ••• -• - -•
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE '-' � a �W 76 56 w`�P POWER LINE AND HANDHOLES ................................................................ H
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ,4 z 5 MIN. W �W \'� ❑
G I E ..-. Cr 7 4 57 �` TELEPHONE SERVICE ........ ...... ...._._ ....................
X cn r- ca Z U-• ••---.. .....-•--•-•-•-- ......-.....
W 75 58 GPS,
19.
EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA �. o 0 3' MIN. 1' � �'``' GRATE .....
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 2% MIN. 59 �Q
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 2�.� MAX. �G INDEX MAP AIR VALVE........................................................................................
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS. OR COMBINATION 2� 'W � 60 p` TELEVISION PLATFORM
1N �` 1`=1Q0' -•.............................................
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON 21% M
61
AX
CENTER COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICALBACKWATER VALVE •--
•--•••-••--••••••-•-•-•-••-•••--••••••••••-•------•--------•••••-•••••••-••
Q
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED
PREVENTION DEVICES PER U.P.C. • CHAPTER 10.R. GRADED 6"MIN.
LOT FG.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. GRADING TOLERANCE NOTE
LESS THAN )/4' PER FOOT FOR A MINIMUM OF 3 FEET. A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND
ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE - NOT TO SCALE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
PERMITTED. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK PER PLAN
FG ESTIMATED EARTHWORK QUANTITIES
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY FPERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
G _ - -
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PER PLAN -
- - -�•�,
MIN. - INDICATES LOT NUMBER 2 3 NO. LOTS CY/LOT TOTALS
CONSTRUCTION NOTES AND QUANTITIES INDICATES PAD ELEV � PE=100.0 PE=100.0 3 15 45 CY
de PE=100.0 FF=100.7 FF=100.7 1 PARKING 20 20 CY
tib• INDICATES FINISHED FLOOR ELEV FF-100.7 3 TOTAL 65 CY
1� PLACE 3•AC PAVEMENT OVER 4 AGGREGATE BASE 61 TONS CURB �- HP INDICATES BUILDING TYPE 1 2
42 CY PER PLAN
CONSTRUCT 6'AC BERM PER CITY OF TEMECULA STD NO. 211 219 LF
3a THROUGH THE CURB DRAIN 8 EA
•, FS
SEE DETAIL THIS SHEET PER PLAN 12.0%
Q INSTALL 4'PVC (CL 150) Q 1.007. MIN 317 LF FS AMAX .=
5 INSTALL 3'PVC (SCHEDULE 40) Q 27 MIN 80 LF ER PLAN J 4
ly i 10' MIN (TYP) o N W o
N
Q INSTALL 4'PVC (SCHEDULE 40) Q 17. MIN 104 LF :•
A4 FIG�5' MIN. 3' M[ • 1% MIN. FG RIGHT OF WAY
PER
- - - - - ---� PLAN
FG DEEPENED FOOTINGDIG ALERT
PER PLAN AS REQUIRED.
TIMQ UTILITY SERVICE POINT CURB & GUTTER
CATS. TYPICAL LOT GRADING DETAIL LD 00-035 GR
BEFORE
YOU DIG! NOT TO SCALE
1-800-227-2600 ��, ► RICK ENGDOMUNG COMPANY
'/��, Soso Ch 1 cal AvenueUNDERGROUND SERVICE ALERT ��� Ril:r: �00
CaMat least 2 working days prior to excavating. .!! CcIIfornIa 9n0l :Ws: 742-0707
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESsi Designed by Drawn ay Checked by Drawin No,
CONSTRUCTION RECORD
COUNTY OF RIVERSIDE B.M.T-z9-81 SCALE 0%CHEL EMR/EH EH EMR RECOMMENDED BY: DATE: �1 g
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal `' �''
Contractor IN THE N.W.CORNER OF THE INTERSECTION o� ' P repared Under Supervision Of
�. 46e04
OF RANCHO CALIFORNIA RD.WITH MARGARITA w �o ACCEPTED BY: DATE: �� :,}. PRECISE GRADING PLANS
RD. 1.0'EAST OFA 7.0'C.L.FENCE,4(Y 1'=100' Exp.fi-30-03 Dote RONALD J. PARKS --
NORTH OF P.P.(NO NUMBER),9�4'NORTH -`'' ''' TRACT NO. 28482 1 LOTS 2-4, MODELS
ItlSpeCtOl' OF THE CENTER LINE OF RANCHO CALIFORNIA X} DEPUTY DIRECTOR P
RD. SET FIBERGLASS WITNESS POST 1.0' Vertical EDWARD MICH RATICAN DE U Y D[REC 0 OF PUBLIC WORKS = = & LOT 1 PARKING LOT
Date Cm It'd ES OF MONUMENT. Orf dQ`�' 46804 - � �
a� �A-�F R.C.E. No. Expires 6 30-03 19744 Expires 9-30-01 �'� "" B R O O K H A V EN Sheet 1 of 2
p ELEVATION: 1128. 10 (ADJ.9-13-82) N/A R.C.E. N0. •�r,
•M ♦M
g:\d_13212\212PGD82.dgn
PLOT DATE:28-M,)R-2000 JN 13212
- I
.
I
I
I
.
I
-
-
.
.
.
.
. .
.
I .
I
.
. .
.
. . . . I
. . I . :
I . . .
.
. . .
I I . . I
.
.
.
.
.
I . mm--m-I -
.
.
.
. . . . / RO I
. . . . 0 .
. 0 .. RIVE
.
.
. . I IN
"ft . I . .
() . . I
or 00 8 I 8 / / 1; 1 0 . .
. OF oo Of * # / : : 0 1 8 i ., 7 14 T . I
or j, I / I I 0 / / / . 0 1 . IN----...------.
/ I I I -�IIIIIIIIIIIIIIIIIIIIII,���
.0 * 0 I I # I % . .
.
. ... .. %; * r--f.. .... I a * I I I %% I I +PS . .illillill,lll . �
. ., 1 .4 IIII * 'a .
., ... 0 ) .� / / / I " % I I EVC . . 0 . . 11 a
III %% . . . or . . 19 . . . . 4, . , & A
� , � as I . ,�-ty- i % . II . . . If . . . I
, r, I I . �1�411....4�41���..... 6 . . 6 . .V .
:ZZ:ZZ � �� , , I Ift/ I % %% PI 4 . . . P .. . . & . 6..* *b .
- . IF . . .
ZZ � � , f /ft4 % . . I I . . . & - 49 .
"Z:%-.ft ) 0 % \ '''_ III . .
ft-I ft*-... f %b I It . . .. . b -
"-I zz::�-I.., - 4b I ZIN Ln 11111,11,11 1111111111111111 Ill,1111,11 . . .
---1 4� -1 .. ! - , .4 C4 mI I I I I I mom"02I I I....I I"I'll Zq
IIIIIIII. - - ,". . , -*a . I \- - --------- . . 'IIIIII'It
- - -�
. . .. .w..* ... ! - --,,,,-- I I IV - % 4 15.8 HP
y- I 1: .. 43 - * 0 . *, ---I- � IIIIIIIIII, ca
- - � - - - - - .,, , . a. ! � A 0 .. - � � ",--IIIIIIIIIIIIIIII�
/ / . . ..� L:zq 16'r
/ It It .. .,.4 ... .. ..- . - ������ ����� . . 0 . --"---- - � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-�
11,111111 11,1111, .....-:===ZZ-..., - .........I III0 .--IIIIIII� .I# a-. t I-------.-NI� -. - 00
ft% / \\ 11 11 I "w--ft 11-�IIIIIIIIIIII,'"�IIIIIIIIIIIII�-.-IIIIIIII, -.-IIIIIIIIII' Z� . 1 800 C�l
1--IIIIIIIII,--IIIIIIIIIIII,-ft-- � -II . I - - CIQ
I.-IIIIIIIIIIII,-�-..'IIIIIIII..�.--I� --I---....-IIIIIIII'.--IIIIIIIIII`--I --
- \ \ .-IIIIIIII.- -.-IIIIIIIIIIIII' -I- . I
/ I 5�:III --I-IIIIIIII,--,--, IIIIIIIIIIIIIIIII' --I-�IIIIIII- ------ Q I -11 ::: ;�... q-
--, . , -IIIIIIIIIIIIIIIIIIIII,-.-IIIIIIIIII' .WIIIIIIIIIIIIIIIIIIIIIII� 11 .........- IN, 1.-
. .41, ======-: ----==);7-%-,---- . --l-Ij P-I- 4 - .. i� .j.....-I............ "-'":-':
11 . IiIig --,--::; �:�;,,. �;g;-4 - "
11
db .".. - "'I'i�i!4
. �;�::i�;"*-I;:;��.�*4.L...'.:.L.......I L, � ,
'...1
L
. ' :1,
a �:-g , ''''- L I �
- Zir
- ,
- � lllli
�P ..".
% -�'.-,- -
X-;,�X,:, � il:%�i�7 1:'2 ...--.,LI L.L...... i - I I .
I � .? _... a"
I 11 ""'
.
-
-T--I-- 500' VC I� - .?. ,,,-,..:'. ., .g''..""..i . - - 11 .0 FG
% ., . 10 L
-- ft...'-'�:--�:L% ��'L�":':?�'-'.'�- !��. .. - -.-x L ::
,:::,.,;...:.,:
::i�i gr,; -'. C-110..
- - - -"4`11�, . - ` --" ...'...
-
.. 11-----wo . NA, , - "' ,- 'I"I -, , I - .
ft%... / I � � I 0 GPI a 01. ig'�"�-;g,, .1"..". I% - -LL-11�..5�'4.",.,..!!"��.",F���:,>�,�,,,,i I 11��.11 ,:::::!.....7-1L,L,L-L1;,:1111
,
, ,
-
, .
.Z..'�,.".,.".,..�,L��,..$...,..'ii�IF,,,,;. I .
-III-- �""''�' ki i
. ." , ,,"'",, - -I " -* '� 'L L
ft-I �. 11--W---�- 11" -a, . - 1, ,x,:X;-;-x�;x:!�:-'� : i I
� / rn an I i . " , , ,g'�`��r�,'�',�- --1: 'i'l., .L.,5 �
.
I MI.----..Io . ` �- L , - , L....... -
-
-%--. \1 -,.Imm kom 10-M 11,111110,,i:?�*10�`.-i$�1ii11--,.,j?,*"i;�i, ,�,'j,� L-',�,,,.L,�,.".;�'L 1:, I 1.., �111`1
I'd IN Z.; ,
. --I ., . �
_&;%�! 4
, -
. .:1 N I* -. . ,,1"`� , ,-i�,.."."--�-'-L-.�-1.L,4,A:,,N-"Ejmi�!.gtili""",��L,jij�,Ig"""': I
� .w" . 11111-1111111. ,,'�,`,,' '.1,!.":,�gji
� - LL. �:-`,N`:!. ... �, " X�. , .. -� -, 104,��,,-� 1*;!�1'11 .
- ; .,,. �i!;;��;�Ii�� -
-, " :"",,,�* �-";�;�f�;,.�,1 1�11 nili5'1'1."':�'�111'�.�..�., I'll "..""'7
- ,"""" ,
-,,� " -) ��-ii�',x ,'�,:,, . .
% , L - L. ,.".W.-.. _ ,�. ..... ,g
-
- I
_
.IIIIIIIIIII- ,�,111 IN.,,,111�,14,---."�,, 1"-%, .
� � --.% 4 4b ..�,-,:'m -L;!L:�.���:�...,L"L",.,.LL�.%"I - . . ",
.-U.,Rx. .,�,
R-z 11L
--- -- "IIINIIIIIIIIIIII, 1�.........1111'----IIIIIIIIII. .C/) -'11111/ I
-rN MI 1-I-1- I
I I 0
I N
I'111 - , "
.,�.".,... I
"
" ��� -- * .S�......� ,
It ��= I .
......P.,
�IIIIIIIIIIIIIIII`II- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- �. ==L "*r"-d---" -
IwI / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIIIIII�IIIII' ------ft-------------------IIIIIIIIIIIIIIIIII.. qW - :�-� . " ., ... 11-1.1.-.IN
-----I ,L,,L L , , I 1,
-Y .1. , N.
.0
,
.
_..,_dIIIIIIIIIIIII- - �:�;��:�5�':�,%:��, : � , -L, --�L�-�.-L.' -�j], . I � .
W OW0I I I I I I I 11--I fo P� ... -, 1. -- 11-ILLN L1." -L ,."�,'�,'�',% -.11111", I
. . � � '7' 11r1----"-11LL 1, 11, 14-:44
.-I . I -m,g"LL.pi? I 1-1111"Ll��,�;, -�'--.����,"i'��'Li��,L��'e"�4�e�.'.'X�,'"`,:"�L,.-L�4�;�.%:. L.
0I 1 1 . � ,�. 11� . ��:� I..k 1:1� :��,Yffl-�X ""'
,I I "'.�- ,
i-----�- ..��a
-. �:�Z.Z.%.,:.L�0-1-i'R- "' 1"',"'?, �....,."�,�," ,��:',N -
..It. - --- -I riw� ..,�... .., , !�!,y
. , . .
"-I - qrl�-.-.� ..,p,.'.:.,�,'�.'�,'.ii'��� m,;:m-;��-;�:-,...,---,�:w-,.,-;i,;,;"..�.-
T'- It / / %% -4 .� . , 1,11. ,�
.,-g-! .i "'M
., . � ; "
I �- - .", -�,.-. L 'L
:;- =-:�- 14 - .. * ,;";,:.�:,.�,::,:.:"�-;�p.:,;*"�!-��; , N ii I
... wo� '-I....=------- ;IIIIIIIIIIIIIIIIIIIIIIIIIW� I.-*�11-1',��111��.%ffl,I 1, �N `�'," "'�", �,X,;�.:;F,:,*.",.,.,j�.. Lfi,�.ky,L .1
P- � --
*....1�. _,q
III-. 0� ''I W .. ,`.,.1.11.1-.1�1'"I'l-111"Lil 11"I'll i-m-WIRM121116,";.......I,., 1x,X-:;F,X-,- . V:,A:�::'!LII--,'"-'-:��'-
., I? -.,f g
�,
.., I.:4012.iX, - �gm .
L". ,�g ,
, Ln .-;;�- IIIIIIIIIIIIIW - A y 2 !,"!"��.,;,",L;i.""."".�,���.-"!7��,�L�,�7.rl...",�,���..�.,? . .. . ,_.�,,0_"L A_ ,,�.
-f 0 1 . ,,;.Z �*�`� � "�,�:
,X.,.�;�W:::,��,%:;,:�
� gn�-,--Li��-�--'�,�$'."�. 'g., ��.k-,L-,--"-L--,Li-'i, . IRA�,; �:���,.��- -.
. . �1
L ., , I I
- �%,.�� e.
- �� ���.-..i " m
11".."'N' --','-R",'�!--`,L'.-'�-,,��"L�L...�r- . ,.';"14��,'�`�i.1
I I �Lv
77! ,"...," '.....-,........ I, g.'. .��L,.,�,..� ,,, ?, I
!ft-d I I ,;, -- 111
�I III 11!!I 1 S-I ,;, . '.1. � ,�. -. ,��,-;* �. .
,
. - a ��""` L
� .. , ** ,1 , I
-1, `�-,.", --i� 1,"?","""".
!* ft-I I - " -.L '..4',�,-��-'.........'.",--"'�,, -...-1,I -,;."I,"1,�,-1-��-L
.,
-- mil I --�LLP-1 N-Am 11-�
.- V) .�. m I L
. ., -/
" - mk��,,,;�i:�.�"L'.'�l 11�111;'11'. �:i!ii�",:;"".,-..-,;,;",;:��;z""., mi; &,,�,,,,
�?--� 0;,;:::I L, E , -
W ...A��!�i`�,R-'i� .�,� .".0.� - --? r 11�1'11 1-11""I",
,�.jl:',��::,.�� .,-',,,,,.'.,.
.L �%1,�� . -V-11 1� ,, , -,
. .r If " -X ,,".
, .,
I I
--...........t
,:L,,,....jg.1.1, ,
.
. - - ,
1.
I "........", , Z, �,
I R 1,--'$1`11�Mi-$-
-11 I , 1,;I
I 1.I-1.,"'...",,_-,�1��.�1111'M'1.11111�
,'�t-',Oi��IiI I...",.--.1,L,I'll-.,.-- xe . ,,-
I .1
.-
. ,. . -m"I ii . "171 ','�.'.
.-I I -� �,
IIIIIIIIIIIIMIIIIIIIIIIIII� -.. oft . 'n,-,," ,� 1111 I ,�-,�"--',giffig "@
,,,I
/ -4-1,�,"--- , IIIIIIIIIIIIIIIIIIIIIIII-- \\ // aw-IIIIIII` w -t , I ,�i4.� i ... ." , ...,�
It / -ft-IIIIIII,"ft-I ftft-IIIIIIIII�ROYAL BIRKD \\ .--IIIIII`1.---IIIII`.W-1� I . :,;,�i-�,Y!'.'�.�', �, ��10�1111tli ,
.. % 12 10.10 TC I , I ..",ill.,-1-1-11,111"...?"11, I,
:"Z;��:�ZvA:;... 111
.... ,L',O.�:N ,W-;-� ..1.1
"I'll..", ,e--ix.-.,L;.1;,.;�,�, ,
:,:V,��l,'!�,;;;;:���',,,I���:L', �� m�.-.-.-.-,,,.,-.- m
. 1P
. % IIIIIIIII,w -I b.. .1 �.x;;,.;;;�z�N.-�,�,�"",4."�n��,,, I
., 4,,.11;.:,;.;:, :
I , "'��.,`-`; ��.- -
, ..
/ / ALE DRIVE ,-------.., I !. ., ffl:;;:�;:kyk;L:.�,1;.:-� in;,:��:��,;§%, ,,, �Pl�,�jS:M:-
... * .�
- .. . . �x.-m"'"5'..
/ -1r11-.:FS-Tt11---1--IIIIIIIII, IIIIIII �FIIIIIIIIIIIIIII-- ?m1,,,--,,.t,L.- . ,� .L .. ;�". ",, ::;:�X7;%,;.;:;;:�
.�..L., I
/ / / -.-IIIIIIIII. " .-IIIIIIIIII' . 11.....': ; m -� - I." :K � y
--NIIIIIIIIIIIII, C14 :f��::-,� i3i.0 -*K:::K*K1K' `7�-c -',�'%�,-,j,�LM L-',';�KML��,-,L,�.'�� ��
, I I I,I I I ---------:-X I.-IIIIIIIIIIIIIII.-IIIIIIIIIIII,--- rn ..-IIIIIIIIIIIIIIII' Qj �.i .-�i� ,.',?'..�',N'.?��.�� ;!;��;!;: . ,, :I
I. I g,� g �� .L .."
t +15 .=F~=EI � �� .�...�;.
I ��;011.1'XXIA.1�1 11.�.I-,,--,--,:...:,
.91. ;v?&�:W:;;�,�-;;;;::,-%;,:�,%,� ',�----
� : ,,-10 1.'��.�-.1111,�
"
I � II ��: i:,� 0,1,111�� �11,;�-.`�
N .
I I, i 014 Z� I I 11 N 14.5
I
It / / It .. .- . I 1 1212.76 T � , (101) I : m . I 111 i . .
6- '. -.'- I: - ..I 11 11 - --- -, --,-`*,4 ,�.� % :
. - * . 1210.53 1 .1 ,*-, ,,�,���:
I
. . . . 1211.42 TIC .� I �-- -....x-,-,,--'-;i,�.,,,,,.,,,,,1'� ��fl."i 11 ; I
. I I .i�.,�,�,,,,.��""�,�"""�,,,-,,.'�,,,!, : !1�111. , HP j
-... I I , ". .", ..", �'L
. . - ..1.1 i.... ..........
I
It . - I , ;. ,
i�"X�11---,1�' .
. - - I - , :ivl.�"..!��"."""Ll�iii?"L.���.��'l-L!E�,�'L.L.�.",.'�'.1',""'�LL'�� 1:1�,�"?1-1'1�'��,-`L; .
... It / / - .. 1% - T I ffi.`,-**�,,�i� �j? L..-,..... - L.
z
I - N
..v: NNIIIIIIIIIIIIIIIIIII - I ..---f I =61 619 14.3 IE ��-11 *."L.-`�,?"`� 1�,.!f]�:X:: ,il"'L'.� ,L,I --.�,.1. :"L;
---mm-mmm . - .,. * I L 15.5 L.--'�.,�.-,.*.,.?�i,�i-� 1, i�;��:::!m- L 1,�ILL��,L:l�"L.�m�,L��'�'��ll.�i ., .I
"
... 1. ..7
- . �!,',-��,',]��,��LLI�,,'ii��-,,-,����,',i�"L.�i -*ON",�'&",'�--' ','& , ......................
�:-- ! .. 1210.7 FG .0 - .. - , ..'�:!m� 1�::!:�.%L;�;L,.,.1�.,:,L.;�..;: .
i F0- ` . �:-:�,.--�� �",,. ;.r.'j"
.��.11111-11 L, `-*'" ,
.� , -, - - - ,
�` , --i�'..',-i�, .LL ..i�i�--�-1--1,L`L.� :
. .. . g
,!�.i!-,-L...,.-.:� ,--,.--,"0.�'I.."
. .* .. , X, L"... p : :
. &�,i;�-. ......I /
.",
--I I - 10.3 FG , a L .. ----- - ��!;--,�- - " ,", 111.,-�," : 6.5'
. / 3� / 1211. . v. .w. :-w. 11I 1314 111"."�L - -1-1.�,---Ll-,, 1!'�,�`�� ,'.,1,,�,-If-"-,,��,R,
N . III / . . ------Z--Z--�= 16, ... F S or '- . .L, �:�:�i��i��!"Ii;�4`Ll!� ,
I� '. .. NI ` ....I--I-1111j,!.:.,- .--w. - - - -- 'I�ll"-"Ii!;�l"...",�i�'I'lil'i�;,*�.'.-I '.
I or .-�:-.a.".- `I$il,,,,,,`�""" 1,illl,��! 11111`1"!�i.,� / :
,, . - , "�-�,.��' I ?--i�.'ii��,;111'�,�,.$',, ,--1,11 ,�j.11. .
11, / / - - --,� - , " 0"'."D- ! � - - . :
. . . � Li��11.�L�11:--",;5� .� :L-..�,?.�.�".. !ji-%&.-�,::-;':'%':'��'.:'ZLX:: �-"I -, ... ,, "' i" '�
L
i i ----�- , - - i 1, .-.I- I -. L ,g-1-81-:--Im"", I ',`��,*N,,�,,"!�!
An (ji . --I � .- L= L=58.b��,,-I L ." _� .Z.......",
. -... ;=1 M I , -t.-'. 0 I I ,
: . . F 5 ,-.' . . -I , - Z-f,1'1-'-'1'1,.,�'.1-L.......... ,
.�;� L- �. -*, -*-,111 - 'I 'I `�� I
. ------�, �i L=50.93' .4 . . I �- , f LXL �i:;�: --�---��"'....,.. " -, , "-i, L"�,-.`-,�L�L- :
-- L...,L ��� ..?. - -;.:�';
. .�.. I IKI'1111-,�, ",--11
. .���.,,�,�,,..z5:;�f:;�,,,,�,';'9*.;;- -%- - -,RN�`L�,"'.*�?�'�i�-,�,'��il 0.,4,..-,.�-;".`iiLL.�.. ',,,��!,,,4 5--`L,,`i-"�--,"'.-- �i
N '---I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- 12-7/ 12.1 TG (/) f �; -., �, "
- , 1'. �L','ii�, I .,.,�,!...,.ii -�`ffi 1, i i i i:1,
. . -III-IIIIIIII- ' � 40 ,-, , - , . I�.,f,E L.. �:j �, , . :
III, I 1�- 13.6 - %: ,,.,,-,-. --" ..."...'. ''' ''-- .
. , �%�,..'.
:�....�'..�..�i,..��,�,,�""".�,,��,�,�",�,mm-�---,i-.. ... . .
".... ...�.! .? �-.,�- . .,-.;."
�'O."..*I ,�",L.�x.� ..,- .. Go
.
.... .. -
. I ,. . ,!� ,�-....��?
. N . .. -L� % -% ....",,-� ,---- , ---- Lg- ,L--�-o -g......-�-, "g, ' . , F -
:i -i� ,i,�'�'i ,,,t .g, ..
/ . ,� , -,-- - - ---x-,-�L.mL,L,-.L,g'� ,.,.� ..,."....,�"",..,.,.L.,�,.,....., iij -� _5 ,
) \L4.8 .1 I -
-� ,-�---u--;'�g,?� . mg,i,,f,-.-,."L g,g..-.�Li�i�g, . '..,..,,"..'...jo ,,�.�,,,�
, _ w�.I.R1 111'�";`�-1��m,--,��;�",i,.---Kj
g",�, �Iil,�1�i�-�, -
I % '1.1'1�1-1,�i;`� - . . .
'. .1
. W) ..`.`.`.`.`.`.-ii� .r....�-.. -
�- -1^ . �"I�ii I� ."iii�i�ifl-:,R iiil:" ..'�-�;-L'Im
..
*, g�-., L4 .. '2, ,, g�""L"ii�,'-�,,L�i�,-,
(e) ", -,@, .'.� . ' 6,:�]T��,,�,'R`-.��:11...,�'-11...��. .
. .W@ . 'L, ., ". � _ , .
: VF '. , .. .p_ .�� .� ., ,
m Cn .y. .L, ......g - ,
13.0 TG 1 . - -/- j F� F G . ,�;,%!"",;,�'-"F.,;,;!F,",.",i�-ii"-I�' "�j,j .,
. ..., ,�,
, , ,.�
. -, ,11i��i.11�A.�r-i�ii��i,�
., `W., FG ,�,,...�i�] Ll� .�- . .
I
\/� ..," i'���.�f",��,'�'111LI1.11.1ii-Ill.11,�I'l�i..$""";",.. ," - A%wo%f IE op .."..-i ��, - ,.� ,u -�, Nr .
. ,-. .11:1 �"�,,,,,�i� ..L,LL�..,L i-> +6 - ,...�!!!� .L
� 11,�!�LL..,LL..,.".i�,.Li!,,,',,�"L�-".LN,;,L! t-� . i.1 -- """,.",,.��'..-,-.---�
.. , ?---'.. � --...
Lj�� I , 5.� -� -,,--�:"��-, I -,R,�� 'j,"',,- ,
,, ", ., .., , ;�:�7::�:�::�4:;�;;F'.,'!I$i...""".,,,,.-,.",",-",.,,�l.'. �i:;;;:55;-:F`%1:::,;; I C4
: I ���',�.L�,��'!�i:��i�� 14. 13.3 40 .� - .i�, .... ��,i�-.,�12�,!�j 5 X�Xg , � I
;L��-�,:-;-:- ,4;-;-x4-:,x�,:11".� .,,��.-,,��,��z,,,,-,,,���""����,,,,,,�,,,�.-,,-,�,,� ��,,�'.,!
14.2 TG 14.5 %,d IN) `- " ' . ,.. - 0*-*::::1
tn -X'�F.,?�".���""",..LL�,.�,,�,�r,.�,,� 11, .
, - - --�& .,L,�?",��""".i!��',,.,"-',1*1-, --,�i,,�','i�ii��I� .; 11 "!
"10 L---j �'ll"�,�I'l�ll'�.��ll'�,.r�".i:�ii-�,,�",'>"�'ll'���,,�l.?,j"��.-IL��;!,�,�'ILL.1k""-";".�I ".�?�i,%.,,'m . -:-.;.;.-;1 :,',j5.1��;:Q�-,;,!�
.m.-�m. .�.-..
"' '�`i"""` .
--'�-` 11-1�-.. � "
- -00-1 11,11 .�'- ,L.L.
FG 4!�,�1'L.-1'11-1 , �ll"�"Li'l-","i.l�"L'���,,:i�i�, -
/ --j II i�ili�����",.�i�,�,�i�.�.!��.',!i:.�"",�""L�,.,t>4.��;:t?!.:,:;,;":;;;,�:;:.,.;;;:;.;,;;:i:., -,ii--,��,?";"�,,"',",i""�r'.�,,I-��"L�',,i,'�. `1-2-.O I E F G i -`1'`1,,r*'z,,,.-"""":1 5�I,�i i
/ I - (Z ." .�.�i�i 1: �-11..,-,..,
L I I'll -. - " " ", ,, ]�i` --
I ' - , ",- ` ;` -,�, ----�--l'I'l"�'ll'.1�ll'IL��,�.",�l-."�t",�"I'���:il,I.......I........................�1.--
&-I !!;ff1--,-,L? *`-`i�!�""i"`11-L LL, . .... �!'�]T. . ��
I --i -.1 --- -I r-4 ,'K.".,.." ,- ..
, .. - - - I FG 1-�;L;.'1:;.;-:-;:;L,L,,, " �S-.,"" .,..L'..1',.V,.". , ,�j�,�,'��i�!� "il�����".Lii""ii�i-�,,�!��"!��!���i"",.,.,�-L!i���i!i��,��i�l!i:�-i-�� ,
-1, �iiiil.L.,10;�11".1,,� "L - $ .N.'� .�� .IN ---�i�i],,,,,,- ,,,Ii� � ...
- L i� I ., - 1114 I , � .. L,
11 " '* ' � - 11
- ,- - 14.5 � ' "I .' I I ...... ... ....
IIIIII- 1...I`� ILLILI,-,`�`i�! L.M.. "0�. .. .� ;:;, ;�"' � 1.I I . . ". 1. .-, -�i"'F, I -
- ""-"1-�....Z�j ---�i�lr�,?i�ii�i� -
,�...... i"',.,.-,- a .. ".,"- . L!,, ,11'�*'I'lli* L - *
,,--;..
""."7,.. . .Y. `I.-,��i;,-,
. .. X r%) � �.,�, ,..-m'-.,.,.., �,;.�rii:,:;,--.1 - -`., '.1i".1",I?-`11 ,- - - , ,--* -
, 8 13.3 IE , � tii;iii,k iii�`;N�'Itl`."`L�i!i�l,`;��LIL�.-1'�f f. , ,-,-,i, ,
. ,- L, L LLL , , ex 1. '. I : PLI.L... -�---- ; , - � - ,
�� ,;.:.!i1! -.1 - - I ,11iii,I I - YK : ,, .L� -,,,-,L,,� ...", -` .�i,,..'
I L"-'!111 L.-�l`!'�llii�,�Li'Ni;l-11�"ii"L. . ,L .� 11 -
/ It / ..-. 6-I ��,��`�,,�,i�-�,,�,,,,,I,�I".i.. -�,-, LL"IN."IN IRON L11 1.1. 11 I...�. -.5 0-olf
"`�,I.,,,�I;�,.!ii�,,�,`,� ,,,, I
/- .., , .-,I. -
( -ii:"�,,"'I'l;1. L,"".." . *.
...li--`�-1,.."1',,L!;1:1�ii1:A;:1; . .
N --!1"11�11',!,'I!,,, !�!i,iii-",� ... m . _ LHP --
I
i. � .- - ,- L� iii -.11 I ---!�;� -
-.I ;?"'.."...?11'i�!�!��ii`!i�',, . -,." - .............IIIIIIIIIII- .�., - L'' ., L .�111�,�,,'....".�.i,
. - .... :�:1!1!1!.:�!�:':::.:IIL!::!!�::'L':"".::�'OL",'�;.�l',;:�:-�''-- .. m
. ......�'4,-�.'. %.:1:.:.!.:.:L:.:1 . �! :�_- I 1,
1�1.-L��]�, HP -- '. . .i�� 1.
L, ,��ILLI 'LLL1"-,L-,LL�,-,--,--,.LL�-LL**,"1ii""..-'i-i'l,?11"I.5.,&',�,��,g.---,L .-I 'i--.U... - - "'", ;' L. 2
� rol - .�-."-' :; � L.��i.",��. ������i�""LLL���;�,�"L��,�?"L��.,,'�,�.-,i.��,-"."��!,L..�'.�: .;,
11�?
L f�;!,;�!"L?"",!�l".���-��L,-,L., .Li� -!�,,"�-'.'-i�"`ii!
, , "'
I���!"L.�l!!!i"'�"L.�'l,i�i""�,,��'..�����.�::,� �,�,,,�gi i I -',Lz�,§-1 18�', .,�': g�: i�,'�-.-,L"".�i����',"'.,'.iL'�.?,.L"�.","L.'�'.i..".Ii
�jg- r S "
. ,
. -,".1 ," 12.4 rn - & "*-."�,"'.--�iL � iii", ., , - I
/ �� 'L," , .�t:�L:.L::.%:;1:L;�:�%::: "!��,� 13.0 T I , -...��.,
. i�iii,
.. ,
.,I'LL',LL..ii�i" .� ��L no- >1 155
L, . -. �'...�""I'LL'Il'ILLLI.LL"Ll�iL��;i����LLL��',.,,-.-LLL*,.."L.LL,L-LL,--."LL,-L'�:1--i� ,,,
- 11
I / " ...1. 15.31 ,.-.-."":::;:`. - I
,�"?,�L,-,��i
.
.
�:��711�i'�:�-�,:; ., .,:;,---1;..;...1:1;Xi>. 14.2 - j I ", PE=12 14.8 ,
I) .�'.,.'L�,;,;;:;:;.:,:..;..::..... .- %
qi-x i�iiii,,,.,.-.Iiiii�i��!-"�,�,,�i��!����i.""Li�L,�i :-z.:� T G-.. 1�
-I iiii",,�. -,-`�,�i"'�i�:i�'.1'11` , - I HP I�1'11`1
..lii�ii.,Li L
..lii�ii"`,Li�,L�i
..lii�ii,."'Li�,L�ii��A
'. . A It . . & 11.6 FL
I Ljj w i����".i��IL"I-�I'll��!�.�i;l��',��",,'!�""Lill.L��'ll�,'�.'Li���i���'ll.-L"�".L���,���i�i�I t.'.i�',,,i��i�, , ".WI.,,x; 12.1 TG Cm IIIIIII( '11'11�11�'��'�.��Il- FF=1215.5 .
��,�""If"�,��".?L�-Iii,�'ll".�?"Ii�$i�L,�.�l".�,,���?-",'.I.""i�.�..,'�:�l, �?,��F . rn , , -- - : 5 �
11") _�" , .. 13.2 IE 5.8, L 6 `�-`1�,L-�--`L i I �'-,".-Lii�;:21,111.1 ,,�.L,L...,,L7.,.L,,�,,,,,",.',,,:,:,,T.:I (
,
.: , / / / ... �g!�.L�-�i",.."L.;, . : -- L� �;".L",i� ...
, .TL;UL T "N', ii�LL�11 L".11, ,I L�'.
L. ,, I ,,�L"", :; 6 ','��i't.i� . I
. L ,;.. .... - ---... --7
's. L'1.2�,�L'1� i".11.1 . ,.,u- 11 � �,�`-i",,!-,,,,,�-,-`-��: 4 . L,::;
- . . , ", ii `
1''.L. II
4 -, .,i�L,L""L.��,��ix'§!§���.����.i� , 11'.. -, ..." 11.4 IE "'11'1`�'�91'11-1'��-, �;�,'�t : �� � ..
,
;�� �ii�K,i�ii�iiL", , .,'No " ."""i"'.. HP 5 1 I
*.......��,��,'�.�"!I--,fL���!,,'��,"'� .
.
,"��klf-�o- -
/ U) * V-- ;`�� --L ,`� .E."'L!""11,11- Ili 4._._,,,. '. ,,�:: t PE=1212 I 1BR
t R .
.!�-,-*ii� ", .5 .. .
I / .�', ����m:��i���,]��i�iE�:��:i��l:!:�i�iii�'�mi���i�iii� --�� T 5.0. i 00 PE=12 1 1.0 �.;,
"
&-c ** I-,�111!i L 2,� 1�L"�,ii-,"m 8 TW I
I -, " ' " ,!.
L , , . ��'Li",iiii�.F"--.,'LLF-.,..�L��'I '.1. ,, '-1 11'.!�11� ,�-...". III� ----Om-
,�" --�`,"�-�"j!�"' J:.:,.�,%j�. .
" L 'IT.1 - . �
I -'!!i�-"',!?',�,,',',�`-"',-'.' ,,,��i�, - I
. - ,".-,..i", I
. L&'�� :.:...'�� I, 12.4 FF=12
It .,:1.'�, -**-`,!��-�il;�i�!, .'?'L " 11 I...L..". : I .
----- Y.?.,...��?-]j�., .1,j'j.' .L L nm"
"�,-,X,'*'.` . . I ""'
--�,*,-'-, '." �."L�.L��",�. _ -I�L
- ., , _ L -�ffim - . -""I
-,, , . ,�i�`,i;��'N, �,-'y . ,
"""- 111.�',� ......, L, L L I ..6111,
/ L-Li ,""---"",", "'Icil-LIZ R I $..�,. 14.4 T G I
m j -�-'-"'--ii, ,�1;4"11,i��'I'l."i"�'ll��,,��i��, W 1I Lii�! ,�
--- ..Ni��.,,;i;",3;�..I...
I . L
Y / '-- ,! � ; : 8 12.6 T F 01 I 14 - . '.
,III-- N-111- 3AR ... .
. ..L'.1�.Il'!"41".;",.,..",..>�.Il'-'I:��"!,"�(!LLL.,�ll,"'."""""","!.""Lt,L,�I.";I"i"��...'."",-!,,�,;��,!.�,�'!1?1.�;!��,.-,-'i?L'� -�-.R`��LLII: Ill
�j I ��'L;jr��:�L, .,-�;,�"",N�L sm &; . 15.3 ��ti�� .:5. .
�,��
,I�"'1�1'1'11'-L,"I'll"'"I
L ., : ...
,;, ,, ......L....... ... '.i'll""'L""�:""",i�',�"-i�!!�,�""."""j"".i"�",-;,.,�,�'.,�,,��l"."�',��.""'i�". I- 11K % i - �,,,-,.,.--,: , :.. i-!,g-"'�,�L-, 15.1
I
, I"
-
,
/ ZF- .0. 13.1 IE 2 3 �IIIIIIIIIIIIIIIIIIII` . - a . .,-
` .,.1'01 I . L�'�l,-?","�L,�..�.,.:�..i,"��". "'Ll"', " ::i.. ".
I / ...",".11'. .� ` -
-,
'.- !!-�,.:"!,��'.',,,...,'.,:,.:,�-,'--,, _���,,. 11 il- "..."
: " i.,", .- -- PE=1214 �8 13.3 (i . 01 FS ,_ I� .. FS
I
�; L. L-,.--f.1 1A PE=1213.6 - . . ....�'.-
ZF ,I....!L, LO I & 12.1 TG #-% 1-1 "I..
,
.
, "
I-�- 14 �111.1'�,.��"""".."L",.".��i,,�-.,,,� ,;-m--p......I p.. . . I
L.- -I
I. 5 HP
I / Ift-0 :�'.,. . FF=12 1 : f-o'' HP FF=1214.3 rZ I 7 10.4 IE L ,,,� w'.1,,-,,-,..-"............. -.;...j.-.-... -.--
,,:� -- -i�"-....."."-".". ....
,, - ., L .
" , ............. ..
., �,-i i�i�i---, . " , ." 111-L.,;',i-,--�- . -
.v � ,;�,�--i� . -. ,
/ Iq - � ��'1111,-,`�ii�,Iil�i 1'-1--.;,;;
I ':L:" . ., - ,1. -- ,
. r 0 W 11111,I I.", 111"11�,11;�-"L"01-11,,1111
, (/) . . (.> r�f;--%, .�,�:1--'�'.�'i?'W'11i��,L ,Ia..,�- i, -, 1215-0 FS
III. I -:-XRL0 �'.. , , ;" , �i�� r;,L _
, III I I -iii� ;-
, -- ,,,,
I . . �i I I . 14 -9 I %i.M lii:-,�-.i�--`�111", :"',*`�111";- ,"'
,,
......1� I I -",
#0 , L L.,�i�!!,�:�!!� 4 TG 1BR 0 2CR 1 . 9 L-1. � -"- r ,-'-,L-, .......: ?�..'��*::*: � . ����.t;-.i.::ili::-�L�:�-i-,L::Li:i::L:;: ,�%�,,,"�""",,�,:".".","'."',�,',
'I,- -�:�!!� . ,!�:!:i! - - - ;-, �-,�i - .
Lni�!!� -, ..1 ��iii iii;ii!1�--'i-'i!!;-.- "I'll "'11i: �
, I
I
.,,.,,!���:�:!;.-:*]��!,-i"i . e *:7 ,
". '��j�:�L:i' -ow i�., .§�"':i&,�
...
...
...
...!I
...!I
...!I
I 41%d I ,.',!ii�� . .. ..I....-
...
...�!!�:�!!�.
...�!!�:�!!�.
...
.,
.,
.,
,LN., ,'I' .
L/
I . ,.
X`.L'i�!!,E!!� . .,.
LA
-I'll � L, ,
I - L '. .
.
/ &, V .., 14.5 )I D I ,_ ''.,�>.
., ,.��
*4 -."'�,'� I GF=1213.6 GF=1212.7 > . .��ii��ll.��!..""�"I'll�"L!",ii�""Il","L�;.."..,.",.L��,'�� 2,111-11,111
CV : -"--,:�:I-��- ,,�,�":n::t�i�]�,: . 'L�i-""11`i,,,,, "'.'.
.................LL."�i�?,i�i;;-i,:�,]�i��'.!:�.�.�i��]����:.������:,:-:::;�-I : 1.10'. 13.0 IE I Ill i ..�in;1':-j';':�:j::.:1:L; ,--j.?,�,-,,,,��;�,�- -,,,-1-.1?11'�1^ -1. ---*-.1-,`.i-"',--.,-*
/ :,'��,�q.:,�:�,r.,,,:�L,..'.'.'.'...','.'_'.'.'_;,'�.'.'.'.'...L.....!�!:!:: ; Ili, 12.4 �; . ,-,,,i�ir�� - .. �'.L.,,".-,",L"�.,,'LL.��""!,.,
. :�,,,-,:, n 4 - . : -;.", :,el- IIII�� I
. -, -L i I , ---,�,.�,?,.,,-.� " �MI,'.,' --i�""-.`L
,�',-"." .,
. . .
III / I.--i -... / ,- . .P H 1��i�;�'�;i�EFQK�;.:.;,;,,.�iT� HP 14.8 TIN 1 12.1 TG .16 "", , , - .-.. -,L--"-.., I
I�1'1�1 , I I`�,`"N"-, .... :?'-,',�i,� X�p
-- I - 11;��,��,�,1�11�1,�38 -�l-,;;.. ..., �q'.,L,,�,,,,�,, '�' :::--*:-:,-;"--�,,��'!,�"z'��,','�.-,i�,..��.�..j�
, .-.. - .. - -�-,:�,.`::: .ii�l?
""'. ��ii,1'�]i�', � , -
. ul 5. . ,- ` LF
. . . . . ". , . .. , -' .. ..jL!.!
. '..
. ::.L , 11:"�:-- :: ��!��,L��ii';., -, I, 4 LL, �, ,
. S, ?�, ,`j'�..�-��,.�j;�jj�?--�,',."',,LL:
,. 1� '111,'!��,i�,��"' ,�,,.:�j "L,�
.. .. ,1j,"t� F S
.-
N `�� . ,. 1214.8 " . ., I �, -��i; .". , 22,11.....1.L.L.. L , , I
. .:.;.,:..:.1:L:1. . .
. L....I....I..........I
::::..:1..L.L'�
Li- :::;;';;',�.*;;;:`:'I- , jL:L- "::::�-:!ji , " ":
\\ ll ' q) (12.7 TF & HPN 10.0 IE 0 .N- I ,L:::::.�:�.'�:; �� ,'
/ \\ ARK.Miil�',',AQ __
..- T`i"DETA; 1 1 -,14.5 HP $` j:j:: �,l-.�,N?l
/ /I,- " '�"' : 14.2 T G 7%\ . "M ,; . L" � GF=12 14.8 .
L-,L
.i?�L-i-�. L - .., 1.1-1.111.M ,,, - ^ .1.L.L'..L....,..1.:.:,:,..L..:..,- L
:,Li�]4: �q:j:!:L ; � .'L$,L!i�
.
-
lli9LIM .. .��4 :
. - 111�` " 'I" ;
. �;---;-I:—L 1:.,;Iffl'.,�','�i-�.� .g.-'L,--,�.�-%..,�-g-.;:, .. ...Ll�l --`�`ii-L - --- -- L am 1 14.9
:A*4�-;>k:-X-X-� '1-1'��
- - .. IiNi�-. ,,LiiRLi�i��i�'-'-`;;: 'L
.. �.j, m- �v L�,'-- , ,�'- .1"""'
*:'. , � ..�, .�; ,s j��,,.�� -� - L-1 *1� .." , "`�
. ,�,�,,-g;l 11 1plli
- . �.'��,L�,,,-�,;�,,,,',,,����i�,i�,!L,�,,,,���,,�r�����i���"".".��,,,�i,,���'i'L�LL�i,,',!.."��.]�?"��""L.,�L"�LLi�'�,'�'�l.i."�"",LL��� 13.0 TG .. 0 - L
I
v. ...1 , ,.L .1, . L� 1 4F IIIIIIIIIIIIIIIII'11IIIIIIIIIIIIII ,�., .-,,,,,,��.1111,1'L��.�.!.,�ll,�,LLL"�� - � � "...-
. *4-.. 14.0 TG 13.0 TIC Go III;- jm�.�,;.41 1111,11 L--n
/ \\ I It . .*:-m 1 7 '11 1Z.I I u .. a L " " -I 1�11�11�
, ,, ,
. . . .."'.g-,---�--,�----�,, . -*`1 ", IN`-;`�'11111`11--�-�, :111L�"`,"'�`.,�� 0�/�,'L�,--L'�L,L.
It It It -.., ,� ", -". 12.6 F L - " �1 I �` r�5-"ff�:*0,:;r�,-,,-"1 �ll.�""I",�I.LL�,���L.",�,�,�l'.�',�$i:i I I-..I
::::�:::�:�,,,,�,.�,t..,.�?,�.�.,�.,.-.�ig I IE \ 11.0 IE' co to m "I"&? -11'511111'�,&',.�,, 1) :�"
�,"p"..,j,"'..,.",��j..,,L.ji"!I:,":, .., , r12.II L " . . . ii�."-,I I......,-, ;�::%".,�:::::�:":q-:::::�:::;:
49 '. ."'.I:�%"- --,". --LL� .,�:�
I ,� ,I-`��`Iig�11'-"I'.-'--L,L.
, ", ,, I" , 0 " --g-�.,�i�,.'��--,.-,��,�,��,-.,�� "' �%:-.tq.-:1%
.
" I
L��."" I - ,�-`v- '.,,�R�,, �, 4 11.0 IE . . , ,�` " - ,W1,L:%;:�1 10 .,�.,L I-, .1 "I- --
.
. ..�. Ir. -.1"L Li,,',!,-'� :1 I *�!."',' "...'!�1,�� All�' ,?�`911111 1.--L
, .1 � ���i.'i�i"",��i:�l.,,,�,*,�,-,��,�;,��,,-�� *
-L'.
/ .. % , .. --.,�. ��;�,-im-,-0 i,�,-*�N . -, ..� 2. ..' ,.� '.. L'.
�'�'�.:�.:.'.:L:,�%::�; -.,"11 " 6-L':;1'.'.':. g......R.
.�,�;��;;;:,� . 11.1-*i
:-:g" �.
I i.. - g.,
, &#,#x u-A U-� . � � ,�g�
10!��!§!�11�1�, , Y�11"'iir"'i� . 99399 IIIIIIIIIIIIIIIIts I.:.a % (A , LA LAI AW " 10. 'C"I"'I'll" .......11"'l-l", j
' ....mi�� Cl)-- :: :: LA- W LA
,
- , 01 a; Irl- "
. .�,
% 0 .05
,\ / / * �:'1.;:N::-;;X t�m --- L4 1 =29.66' M an . ...L ;�
, -?-ig-L 'I., ,
, . & - -r11 ---�!ill 11'1.!,�"L.V'.-
C'4 c5 re; ;5,��������,�..,.-'.�.--,!..;��.�-.��.,7,,. 11--,!iii�`,' ,--F,,;;�mx-w ,--
� . .. i'�,,�,-�
. / \\\ / *A ,�,-- ... LL-o .%14 Las 9 I I 3 qF- (I . ,,�LL 0�i "'. �,�. N �il".i 1; I
vii. :::,,-"--�,.�ii�, , LA- 7 f 11 I il�,1111 1�1,511
IftI ."', MI�;i!��,- �... . � Cn - 0 6 " 01- ..,.v A . I 11-111-111111111 il?"""",,�,�,�"",;,:�,,,:,�r:.:.:, ;
,j;,.,�."�.-"",.L,.,�;"--,'..ir.....,.. ��� -4 %-Nj % * I , ...
.:!.'F *qr- -0 . -- --+- - ,, ,"'`, " "--- p�
-IIII :�r..� ,�? , P - III - .r . . --. 4 1 11 I I L-r
/ \ . - I - ,, .1" � %I q � do a q .., . * % -�,� ..",�I'll-�""""""'i��i'lI-�".Njgg,'�� -'��
. .� C5 a Ln r- n V%j . .. ., I "'I,". ",11 I IV' ..
-- .�- -, ...,.,,
/ C4 CIII " qcr - - a , ,6,-tc 4�. , C-) " . . . . .��I,ffli,l��;."-.�ii��!�!;;,-,r-.I�'.i��-;�-,�-�.,!i�,�g,,',�,,,?,,,'.,.?�'.,�-'-"�,'�',�'"""',�.�,.".N., iiii�",--L�- .7
/k�� 1 1 II?Zj- % v v- qr- 4 \ ,,'��
,�/ / 4 - . R?, , --�j,.,i.�ig,, .1N �.,, I
_;.-,.-� .� �. If
- ".. , , ",jig? L
, ,F.��]#N
- v- . A'A � ...� I I I-"....,............10
- C-4 , - ron v- " - -L. "': . 1
C%14� � ,.P I v I ".1 &155 . . . 6 g �i�L�--',�,�
* 7 - % -- - \ .�� ,.,,,�.,',,!.,,.,�..,,��L"L,."�.',"�iI
.,-g �� : I
q. .- 11.14 �-�:';,�. �',-,;:�:!:;:1:-.-T4. :�:i:L............,......','.:.;.: 11,I..,
* I ,. ..i� .. 11 L.;""I"1,',','1'L'1'11'1'1,r'.L�,�:�."'.:�-.-,,,.", I
.. .. - I .- . . . .�,., I % .
It I .,,� ".
/ / ..'. ::.!,:.".�,�..;�,�l�.,.�.�;!:::;;;-.�:,:r,::::::.�. 000 V- >- kt,,i��i ..... ��f,�� 2 3 `��:�:::,�-� .?'
�! . .. .... . i,; 1, iii
1%-IIIIIIII.. . q,, '.,.-. .. .... A4.
- W . . I
,- ....... ��i i!ik,.!:M I "L'
. . , v- i-,'T
. ;;; if L=24. 6. "o, I I I .
.
. ,ftI / . I A ..,v- I "". .. , 7 ::"i::-i::;:5�;:�;i:i::,:�.,i;:,::;:;:i� .;.;1;L;.;$,;.;,.;2;.;.;1 �,i I . I .
4 ---� it ` �i"Ii,�,ii---I,,,.-711 4�0."� 1
4I / / h ,,4L,- ......,';�,
"-I I. . & - - I I ....... li,,'�,.�., - .
:�;��: 'L.L",.:���:::::�:%::��:::; "I"i , '," .....
11 % -".---`?�, - ,-
- j �-,.?--'� ."
I.. W iz R.,-..L 1.1""k.",-'.`.'-',,X,`�1 1,111.11, '... �111
I..t'....!1 �' I NO I, ,.--�I',.".",L. ...... ..
L I , ""'
L,
` .r...8� 1, 11 � mg��'pq-�:?,.
. ." , -
.... ... ,, ,.
. , ,-:. N,.,�* ---�ii
. . rn % If �v. � ,-1 - I "'�I :�!!r ,-,�,"I,""
. . 3 ,""., 11
, $.%?-�'L-"
I I I ': L ,11 I
. -"'I�i-,�, L-!krK.1�,?'L 1- 11-11".."IL," .�. ii _
I/. . I I 1 4 .L "
Ift-IIIIII. . I .--. I I . .
--9 I I I y I'I. 1. . \*&I 2 il�*`11�1'1�1'1i��!ii�` --,---1.RL1'1�.. L,I -,�� , I
. . I I il
I
� - " I .111. .N .
I
98.7 FLO P-,--! '00 . %ft 1. ','� '!., i-`,,*S�`��--R I I 11
'
- - 1 ,:,M!:.:.:.:.�:.:':.:.:,�.%.�:':LN'.:�.:"�,�".'.�j.'..!'...�j�,I---� ,��--� "
- "� ,.-,- � .." -,�
& I I I, + I I & , 0 ------I al--. . ��,m,�I ." C.2
ft-IIIIIII. l k -1 --t I�11 i?"
.,",
, ' ' , 11 11 �. 111-!iii��.-1�9;
.... ..L...R.L. ,��P'*,.i:
. '., . ."
. .1,� 1. , L.;:L
.,., L .'..i �.iL,%,-��:::%:7
,�
.
.
..
- .
.;
, ' " 'i�1111 -I 01111;I �
/ >- .�LL",;,K`,,L�i,��'I"'�"�.'-'L�"'k"��",�", ,. .
.�' L;...,,�X'L.,.,-'!'��,-""i,"",�� - -L� .?.
-ft-IIIIII. 11.2 10 F -11"..XN� . , . (A
1---I /1 2.4-,-\ 0 ` 1209.74 1 . 1214.2 FG 14.4 T G ""I 1,"""..."i ,:.. ..
...,,J j , A0.2 FL(j) 99 1 4 .;..I U. 1
14 "-ft- q 3m 11.3 IFL I/ 3 >- -o 4.0 �2 ",j ,;��i�A�111�-.Lll-�-'.i,� --11.--"1"`1"11.11'.�',�..".�!i�.",,�ii,�""I".'L"�,.�""L'I.",,'��,11",""�I'l","".�ill,-,��;; I,)
,
L't I Q , 3 -� � I I LA. �'1.1y,�',-"`L�ill",-'!�Iii,. Ire 0
Z::::,;:1 6
1--IIIIIIIII� L 3 "C C; '... 0 1 -- - -.,� -, "S -L..,L ......'.,,,'�-,'.5
/ "II F L 1-- 4--�F 00 Go of 12 FL L" % TCj . 13.7 IE i-g.Li";.j,Z,.--,.i,.j, .q .. g.L.,L
. � 4- r1n " .. ..�3-�"L""O".�-.����.L,r,...L�..""."".�i.....�'..,i,.�.-...'.,,�;.-�.-., -
" .�.. , -
..
I ,... . -
�-- I-I---IIIIIII�--I-,--I T C ,IIIIIII 0 00 % S 1210.68 TC " 00 . IIIIIIIIIII, .r,;,�:I%:;::,..,_._. -.::"":,�',�::�:;;.':�$.;:::,��:�.�I I qp-- I 1%6
,
. U n . ., ,�!�11'1"1111` �
6 - 11� II , . -,�.� f
,
Ln ......"', .....t
. ::,!;: ." I *-
I- , . , , X,,""�, ",;i`.`�� , "
I 1��i�1;1111��,��j"�i���'.'��-,�,',����ii��iii�-��.,,. "LL'.Lii�-�
--+ - - ---&�� -- -- I T�-23------F- ---- 17 " m. �i`-,`,',�-';�""I
rn 1'1-`�!�,.,-,, M
- - I I;1�i:;;- ,�.�-.
,* . . . .. Oil -
-24/ / .-IIIIIIIIIIIIIIII,��k� --,k C%4 ( L-- -L "- . 4 .� ,.'Iii�� " -�.��& I /
ftw-ft 1*-1 + . '§I"L ':';,�jj""�-.�", --..,L,L
- , -
, .,-'."."'i", I .
, ,"�"L.��.,I..- -':'.
, ",I I I,-�f--�;? *Li-,`�.;",-,.::�.`,�..;:r
-.i�� " .1�1.1�I'Ll.�.",��!�,,��'-,�'I'L�i'll"!""��"L'�-L'�Ll";�.�'Ll'����.�,.�,'I'��',���,.���� "
a "L;", : �.:
--- -- .
15 1:Q 1.99% Ln u 16 * 4 1 =9 r A.- , '. "., /
ft-I--I PA CIF-1 - - m I go- - I 11 - - - ''Ill, I . . . L ,, jL, :L
I - V . ;:.-. - �:"1.--'f.-XLL
i
C I 1, .--::::! ,:i.",�,;��-',0-11 .. �...LILIILI ,�,
ft-I >- - . -- '.I-]�!'L.��c,�,�,.��'.�!1"",���;��i�L?...."""."' ' :::
. i , -�-�`i '�L--L ;;;.
..........-............. - . :;: .
.. .........X!I L, -,!-
-
I
I
... ,ft-ft. %-I .* �� b> %0 . 1 44 a $- ...;L.�-�L�'-:';L ",` - : �
m. -T " I � i 11 . 0 A
. . FI -%--"-ft- It 0 Ln en I WAY I I . * . . I [Z
-.'*.-.- � . �']I,�....4I�� --...A., a; , IV . . . . ,
11
. .. ! I.... .. % . . .q . ,-
.mv.. *q. I � ko CO V I . , 6 . 9 , I, I . ,� i
"
. -4-IIIIIIIIIIIII.---IIIIIIIIIIIII� I I 1--`IIIIIIIIIIIIIIIIII� .
.. . ---...-�--IIIIIIIIIIIIIIIIII�---NIIIIIIIIIIIIII� I I I I ; I
.. �*. a IIIIIIIIIIIIIIIIIIIIIIIIIIIi�GEI� - -NENIIIIIIIIIIII�mmomom-ENNNIIIIIIIIII�LIIIIIIIIIIIIIIIIIIIII�'EMNI�MAI � �� --ft-IIIIIIIIIIIII,--i--I . IF . 41, . . I I
v.....- - 0 . 4 . . . . . . ; :
. . 4 . I I
// . ---- 7�IIIIIIIIIIIIIII` I I I F T mm"7 �77 77 ------ \ oft . 1213.97 TIC . I 6 I. . I I..4 b . to : \
// . / I I I .. I I I.,!- , - I ...t I I --... - . r"I \ I ENNEIIIIII � �
- .-.t -..! .. .. . . . . . .
. .
.. . .
/ ..I.!.-.-! ...!*'..t I I I .10. -, . I .,.-I . . . ,..q .. . .. .... . .. . / I \
/ .4..!.. . #- a-,4 q. q a q
If / . ;--,";.:-!;-- I I -. ... ;1 -- --- :2.'I- . .. - . ..: *'e ... - . --:5..-..4* -
----.. ,4 . . >- 12.4 FL
/ . I ..: a
/ N U u 13.0 FL " .
m C,
. 3 '&�-�1212.77 TC1
"-� '�L
/ ..* r . Cm ,
/ . ... 1 14 W 400
. .
% I .+ ZJ- .
/ --ft S W u
/ L
.
I
. .
.
/ �. S------------I
.
I
.
.
L
/ . �. PACIFIC GROVE WAY .
/ �IIIIIIIIIIIIIIIIIIIIIIIIIIII-����, 15
. ---------------�� I -. I -- I I
.
. . I
.
. .
2.5" t .
on " �
30MIN. PVC AT 2% .
. . (SCHEDULE 40) o . a . I
. 4.51 . i &. . 111111111.....111...I I I..III�IIII..................�II�IIIII'IIIIIIIII.... W-----.I,��� . I I
SIDEWALK 2.51 3.12" 1 '/2#MIN. . & . 0I.-& A". - 14 , IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-������W
- ow -- on - . . . 0
a i COVER PLASTIC JOINT MATERIAL .IV . ."W . . L
.
.
. �111.........b. . .
---.Mm- -mm-6 . 1 6...MIN. -I 'QUICK JOINT"OR EQUAL ..."111........11111111......I'll,..........I'll,.......I
F.L. OF PIPE V2' 4mm.-B 2% 6"MIN 1 20% ��� R\T%TA\W\ & 10 P. & & P . A X & -
. . 10, .
-a*- I I 1� . , . IiI . - ---F-. - , , * 10� . IIIII, , I . , --
-
-
FLOW LINE I . .I . . . � . I.. -. .o I* .m... .7.T7..t . . -... . . ... i . .0 . .0 . . . .19 . . .10 . .& II....
. . . . .- .-, " 1.0% MIN. . ,
- I I ,0;-I--- . . .
. 9"PI - .. .. A ,%,, . A . . A . . Aj - . ' A - ' A .
L. .-- .A- - ���111�A A - a
.. . �,km-YAVVXVA��VA\m
.I A . 1k I I 4,11 11 7W P �� \ A -% _I4'PVC 40 . A A
F A\
0 MI 'V MIAMMAW/ .
.,p,! .*- ". XNVAW/ I'k /A"WAA&&�.111,. - - 3'X6' ECCENTRIC . . - .
. 16 B (CL 150)0 - -% ... . CONSTRUCTION NOTES AND QUANTITIES . I
.
.
.
CORE DRILL . 3*`MIN. PVC AT 2% . 90 & 2'MIN. - . . . SCALE: 11 = 10' m .
CURB AS REO'D. (SCHEDULE 40) 0 . 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-� - - 6 No (T) PLACE 3'FAC PAVEMENT OVER 4*AGGREGATE BASE 61 TONS ------ 1
42 CY I . . . I I I
ECLM-A STD NO. 211 219 LF 10 0 10 20
.
HR N DETAIL SECTION B-B IN 8 .EA I .
3 = = SEE DETAIL THIS SHEET .
I N.T.S. NeToSm .
DIGALERT 0 INSTALL 40 PVC (CL 150) 0 tOO7. MIN . 317 LF . . I
Tm Q INSTALL 3'PVC (SCHEDULE 40) 0 27. MIN 80 LF' . .
.
- . @ INSTALL 4"PVC (SCHEDULE 40) 0 V MIN 104 LF .
.
cALL CAUTION: i . . . .. .. . --.-- . . LD 00-035 GR
BEFORE SCALE: 11= 20' -- . .
YOU DIG! EXACT LOCATION OF EXISTING . . . SL FjCK ENGINMUNG COMPANY .
1-800-227-2600 UNDERGROUND FACILITIES IS I . . . I I ==WEI r.mm.111111 3050 Ch I Ca9* AVWVJD
FAWNW91
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 . EMONVA It I vors I Oe.
Callat least 2 working days prior to excavating. I VERIFY IN FIELD. I C-mlerkm
� . . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN�
. . e
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL6 oFESSi%, Designed by 01 . win,, No.
. SCALE ?" - , RECOMMENDED BY: - 1��/,O?I le DATE': Dra
'0%CHEL 4, EMR/EH EH EMR .- �411*- 1 4�11-zw CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
. AIII: n . .
I 41 ;-I .
Horizontal %% W%- I P pervision Of . .
. No.468 4 �6 % :.....
I SEE SHEET NO. 1 10=20' W Exp.6-30-03 Z A" ACCEPTED BY: - I DATE: /Z��- PRECISE GRADING PLANS
- . I . . -- 0 Date -?12 R1,I 0 RONALD J. PARKS . I
Inspector I Vertical it * EDWARD MICF(C RATICAN -1 -1 DEPUTY DIRECTOR OF PUBLIC WORKS 11 :�� TRACT NO, 28482- 1 LOTS 2-4. MODELS,
- %1> Cl V 1k, 1plt . .
�
-�* Date Cmplt'd .. . . N/A IV or k*M R.C.E. No. 46804 Expires 1 & LOT 1. PARKING LOT
4 -- - I . R.C.E. No. 19744 - Expires . -1 if" . Sheet 2 of 2
�MIIIIIIIIIIIIIIIIIIII�� 0
1
IIIIIIIIN
YA
I
.. - � NEENEIIIIIIIIIIIIIIIIIIE -- -IIIIIIIIIIIIIIIIIIII . - - - . .
g:\d-13212\212pgd83.dgn . PLOT OI 28-MAR-2000 JN 13212
.
.
.
.
.
. .
. . .
.
.
. L .
� . .