HomeMy WebLinkAbout1.7-6209 Ph 2 - 4GHAUING NO I E S
CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
14A1v 20 MPH OVER AONE-HOUR PERIOD).
ROAD
1.
ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES
25.
AT THE IN177AL CONSTRUCTION MEETING PRIOR TO GRADING AC77VITIES, ALL
INSPECTION DURING NORMAL CONSTRUCTION HOURS
K. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE
AND STANDARDS PERTAINING THERETO (2013 CALIFORNIA BUILDING CODE,
CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF
LEGEND
16.
APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN
4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED
VALLEY FEVER.
ABBREVIATIONS
QUANTTES FOR EARTHWORK
ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES
J
J
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
ASPHALT PAVING MATERIALS
2.
ALL GRADING SHALL CONFORM TO THE R£COMMTONS CONTAINED
26.
THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND
EP EDGE OF PAVEMENT FS FINISH SURFACE
IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK
IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT
EMBANKMENT - 26,098 CU. YD.
M/TGA TNG AIR QUALITY IMPACTS (GAMAQ/), JANUARY 10, 2002 REVISION,
TC TOP OF CONCRETE OE OVER -EXCAVATION
1 `� ELEVATION
PREPARED BY KRAZAN &ASSOCIATES, INC., FILE N0. 022-07003 DATED
RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON
GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED
FL FLOWLINE FF FINISH FLOOR
--;
FEBRUARY 6, 2007, AND ALL ADDENDUMS THERETO. IN CASE OF
2`� EXISTING PAD
AND RECOMMENDED FOR CONSTRUCTION ACT/V/TES WITHIN THE SAN JOAQUIN
CL CENTERLINE FC FINISH CONCRETE
34. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE MORE
-
VALLEY AS FOLLOWS.
ELEV ELEVATION GB GRADE BREAK
18.
STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE,
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A '!NOTICE OF
A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY
O
3.
THE DESIGN ENG/NEER SHALL EXERCISE SUFFICIENT SUPER V/SDR Y
SHEET 1
MANUFAC7VRER 'MANUALS.
ME MATCH EXISTING GRADE FP FINISH PAVEMENT
z
CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE
WALL PER SEPARATE
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF
SHEET 2 HEREIN.
WITH THE PLANS, SPECIFlCA770NS AND CODE WITHIN HIS PURVIEW.
36" MAX.
TIME.
- - EXISTING GROUND CONTOUR
SOIL REPORT NOTES
19.
AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC
C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE !N���
FROM TOP OF
FOOTING
4.
THE SOIL ENGINEER, DES/GN ENGINEER, AND BUILDING OFFICIAL
0
LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT.
FP J47 90 PROPOSED PAD ELEV.
ANY CONSTRUCTION ACTVITY. COMPLIANCE WITH TH£ GENERAL PERMIT
SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL.
! ; ;-".%;.:._,, ; ,.
D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING
1 F
5.
THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH
REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED
PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS
5 PROPOSED GUTTER FLOMJNE ELEV.
23.
ROUND FACILITES PRIOR TO BEGINNING CONSTRUCTION AND
PROVISIONS OF SAID PLAN.
EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE-
SPARE-
DESCRI P TION:
VER
VERFY
VERIFY
FY ITHE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITES,
SHEET 2 HEREIN.
THE -AIR" DAYS AS DECLARED BY THE SJVAPCD.
PROPOSED LANDSCAPE ELEV.
INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS
24.
TO RETAIL ESTABLISHMENTS AT LUNCH_
?
BEING A
LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
MAP WAIVER NO. 26-93 OF
E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE
PROPOSED FINISHED GRADE
PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED
FROM OUTSIDE SOURCES (USA 1-800-227-2600)
27.
PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCT/ON
D31Z DIRECTION AND PERCENT OF SLOPE
AND SHALL KEEP A COPY ON SITE AT ALL TMES. FOR THE DURATION
CERTIFICATE AS EVIDENCED BY COMPLIANCE
SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS. SURVEY
FOR DRAINAGE
6.
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL
IN BOOK
SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PR/OR
AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE
PORTION
TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION
CURB AND GUTTER
MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND
REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS.
ACCEPTANCE AIN , 77 -IE CONTRACTOR SHALL RETURN AND
28.
PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO
-- -- - - -- EXIST. CURB AND GUTTER
CORRECT THE GRADING AT NO COST TO THE OWNER.
TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK_
_ _ CENTERLINE STREET
Z
THE GRADING CON TRA C TOR SHALL WATER AS REQUIRED DURING THE
DURING THE RAPTOR NES TNG SEASON (FEBRUARY THROUGH SEPTEMBER).
GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST
/F CONSTRUCTION IS TO OCCUR DURING RAPTOR NESTNG/BREEDING SEASON
PROPERTY LINE /RIGHT-OF-WAY
NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE
(FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE
TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN
PLACE WITHIN 500 FEET OF A ACT VE NEST. TREES TO BE REMOVED THAT
- _... _ _ -- - _ - T - PAD COMPACTION LIMITS
VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS
CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON
(OCTOBER THROUGH JANUARY)
8.
EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVA77ON
- - D STORM DRAIN
INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT
29•
THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH
AN Y EXCA VA TON SEPARA TEL Y DESIGNA TED AND PAID FOR AS A
ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER
TYPE "A" CATCH BASIN WITH 3.5' WDE
SEPARATE ITEM.
THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND
OPENING UNLESS OTHERWISE NOTED
9.
EMBANKMENTS -EMBANKMENT CONSTRUCTION SHALL CONSIST OF
EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE
FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF
TRACT BOUNDARY
CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARATION OF'
FISH & GAME (CDFG) SHOULD BE NO TF/ED OF PREVIOUSLY UNREPORTED
AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF
PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PROTECTED W/LDL/FE
.,,. PHASE BOUNDARY
DIKES WITHIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING
AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONSTRUCTION
SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS.
AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE
31.
IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
- - - - - SECTION LINE
PLA C/NG AND COMPA C TNG OF EMBANKMEN T MA TER/AL IN HOLES, FOR
DURING EXCA VA TON AND GRADING A C T V/ TES ON-SITE, THE CON TRA C TOR
THE CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE AT THE
SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED
GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING
ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND
NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING
APPROPRIATE COURSE OF ACTON. SALVAGE OPERATION REQUIREMENTS
AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE
IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS
GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED
R
INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR
NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES
EXCAVATION, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED
REGULATIONS OF THE AMERICAN HERITAGE COMMISSION.
VARIES VARIES
FOR SUCH WORK.
f 0.
THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W/ TH THE
31.
SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TME ON ANY POR TON
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED
OF TRANSPORTATION DATED JULY 2007, INSOFAR AS THE SAME MAY
IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE),
i
APPLY IN ACCORDANCE WITH THE NOTES HEREON_ IN CASE OF
IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED
Z
CONFLICT WITH THF STANDARD SPEC/FJCATONS AND ANY NOTES
ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL
O I
HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
ALSO BE NOTIFIED.
I
USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID
32•
THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR
SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE
POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII, DUST
I
FOLLOW/NG:
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
p
GRADING AND CONSTRUC77ON PHASES. THE M1TGA77ON MEASURES
124"
A ALL CONCRETE SHALL BE CLASS 3'; USING TYPE It CEMENT, AS
IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST
TO BE TAKEN ARE AS FOLLOWS:
Ov
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
A. WATER EXPOSED SURFACES (SOIL) THREE-TMES/DAY.
B) ASPHALTIC CONCRETE SHALL BE TYPE 'B , MEDIUM GRADED,
B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TMES PER DAY.
112" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH 5-6 1127
C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR.
1
PAD ELEVATION
ASPHALTNO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE -
D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH AREJ.
PERMI TIED.
NOT BEING ACT VEL Y UTILIZED FOR CONSTRUCTION PURPOSES USING WA TER
i : - ; -! `'i %'. :
WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR
' ':'.'. ;
11.
IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH & ASSOCIATES'
VEGETATIVE GROUND COVER.
PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER
E. CONTROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING,
L OVER -EXCAVATION SECTION
FIRM, MciNTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED
LEVELING, GRADING OR CUT & FILL OPERA TONS W1TH APPLICATION OF
DF
FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS,
WATER OR BY PRESOAKING.
DRAWINGS, OR OTHER DOCUMENTS.
F. WHEN TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD LIMIT
SCALE: 1" = 10' (HORIZONTAL)
12.
Mc/NTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR
OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT
1" = 5' (VERTICAL)
CITY -OF BAKERSFIELD
KERN COUNTY CALIFORNIA
GRADING PLAN
FOR
VES,TING TENTATIVE
TRACT NO. 620911.1
PHASES',2 THRU_ 4
FILL PADS CUT PADS
R/W R/W
R VARIES PAD COMPACTION 20' 10' '40' 10' 20'PAD COMPACTION
L/MI TS LIMITS
2 ' S r 5' ' EXISTING GROUND
C
FINISHED PAD 2' I 2' ' �,_. - _.__ FINISHED PAD
.0
I
- - �i/N 2 oq 2. o� 1 aq M
o� 2.0%X.
- 2. 0,1,
M
0.20' OVEREXCA VA TION
O VEREXCA VA T10J__ REFER TO SOILS REPORT_.
REFER TO SOILS REPORT EXIST. GROUND ROUGH GRADING LINE IS 0.20' BELOW FLOWLINE
SECTION A
TYPICAL ROUGH GRADING
CUT PADS SCALE: NONE CUT PADS
R/W RIW
PAD CO PACTION 20' 10' 40' 10' 20' PAD COMPACTION
LIMITS 5'LIMITS
EXISTING GROUND I \ 5
- - FINISHED PAD 4 2' - ' EXIST. GROUND
2 _ __. _ _. FINISHED -_.PAD.....__- --
o - L`
70
X.
TO"4 41, -..2 pq_- - - - -- _
_� 01. % MIN
OQ 0VEREXCAVATION q'� 0.20' L---�---- - `'--`-- -'
v REFER TO SOILS REPORT 10% 0VEREXCA VA TION
O ROUGH GRADING LINE IS 0.20' BELOW FLOWLINE REFER TO SOILS REPORT.
PAD ELEVATION
SECTION r8
-�1
OVER -EXCAVATION TYPICAL ROUGH GRADING
FILL PADS SCALE: NONE FILL PADS
PAD COMPACTION 5, R/W8, 40 8' R 5' PAD COMPACTION
LIMITS UMI IS
VARIES R
I
UNAUTHORIZED CHANGES TO, OR USES OF, THS PLANS ALL VISIBLE DUST EMISSIONS. TYPICAL SECTION FOR ADJACENT LOTS WITH AN
CHANGES TO THESE PLANS MUST BE APPROVED, IN WRIT/NG, BY G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. VARIES I
Z, 2,
MciNTO5H &ASSOCIATES. ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. V6I -.--
13. UPON COMPLETION OF GRADING AND BEFORE THE START OF (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED EXISTING FINISHED PAD I FINISHED PAD
CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST O FENCE 27� 0� 2%
2.Oq -
EMISSIONS AND = % - __ 2 _ _ _ _ _ 2,01 r
BY THE SOIL ENGINEER. USE OF BLOWERS !S EXPRESSLY FORBIDDEN). " 'J � `•£�` %'� % �: '� `' ° - "� %`���� �
H. STABILIZE 774E SURFACE OF STORAGE PILES FOLLOWING THE ADDITION �--ZOT SIDE Q �n EXIST.J 209 �,jjN - - -- - --- ,-<. -2.- %MIN•
_. .__ .__..___ _..._ ____ - o
14. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA77ONS PRIOR TO OR REMOVAL OF MATERIALS USING WATER. �� Q BUILDER'S �- -- 0.20
BACKFILLING AND SHALL BE NOTIFIED OF ANY 17£M ENCOUNTERED "? FENCE x TRACT 6413 GROUND 0VEREXCAVATION 259 MAX. ROUGH GRADING LINE 25� 0VEREXCAVATION
I. REMOVE TRACKOUT WHEN !T EXTENDS 50 OR MORE FEET FROM THE EXISTING 6'
DURING T4E GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION V REFER TO SOILS REPORT, IS 0.20' BELOW FLOWLINE REFER TO SOILS REPORT.
STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL
SI 7E AT THE END OF EACH WORKDAY. BLOCK WALL -
ENGINEER. J CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER
Q
15.
CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
14A1v 20 MPH OVER AONE-HOUR PERIOD).
ROAD
PAD ELEVA TION 4 4
FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN.
INSPECTION DURING NORMAL CONSTRUCTION HOURS
K. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE
CONCRETE
wLd
16.
ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL
4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED
K
21_
QUANTTES FOR EARTHWORK
35 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
J
J
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
ASPHALT PAVING MATERIALS
EXCAVATION AND OVER EXCAVATION - 33,151 CU )V
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED
FAIRVIEW
17.
IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK
33. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
EMBANKMENT - 26,098 CU. YD.
WITHIN EXISTING ACCEPTED STREET RIGH -OF -WAY UNLESS SECURED
O` VEL''-
VARIES
1 `� ELEVATION
cc
RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON
ACCORDANCE WITH CB.G(CURRENT EDITION).
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
--;
EXCAVATION
0-24 MAX.
2`� EXISTING PAD
C7
SHEET 2 HEREIN,
34. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
PAD ELEVATION
-
HQ
CONCRETE _
18.
CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A '!NOTICE OF
O
PROPOSED RETAINING
FOOTING
SHEET 1
RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREM£NT5 ON
INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT
z
- EXISTING
WALL PER SEPARATE
PANAMA LANE
CROSS SECTIONS
SHEET 2 HEREIN.
TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTVITY
36" MAX.
GROUND
PERMIT AS NECESSARY.
SOIL REPORT NOTES
19.
AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC
(NPDES ORDER NO. R5-2013-0153) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF
FROM TOP OF
FOOTING
Y'
-.; ,.
0.5' MIN.
H SECTION
0
22.
EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL
ANY CONSTRUCTION ACTVITY. COMPLIANCE WITH TH£ GENERAL PERMIT
ROAD
! ; ;-".%;.:._,, ; ,.
COVER OVER
TOP OF FOOTING N.T.S.
ON SHEET 2 HEREIN.
REQUIRENMENTS ON SHEET Z HEREIN.
REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED
EROSION CONTROL PLAN
: ,
_ `'
23.
PAVEMENT AREAS: REFER TO SPECIFIC RECOMMENDATION ON
20.
FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR
CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC
ROAD
Q
FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN.
INSPECTION DURING NORMAL CONSTRUCTION HOURS
CONCRETE
wLd
V
;o
FOOTING
K
21_
QUANTTES FOR EARTHWORK
35 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
J
J
~
cc
EXCAVATION AND OVER EXCAVATION - 33,151 CU )V
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED
FAIRVIEW
TYP. RETAINING WALL
E
7,�
EMBANKMENT - 26,098 CU. YD.
WITHIN EXISTING ACCEPTED STREET RIGH -OF -WAY UNLESS SECURED
a
SCALE: N.T.S.
cc
w
0
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
0
N
C7
EXPORT - 423 CU. YD.
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-
SHEET INDEX
HQ
QUANTTES ARE FOR GRADING PERMIT ONLY. THE ENG/NEER MAKES
OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
M
O
NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR, IN CASE OF
ISSUANCE OF A PERMIT.
SHEET 1
COVER PAGE/GENERAL NOTES/
z
EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER
36. DUST CONTROL
PANAMA LANE
CROSS SECTIONS
SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (OCP)
SHEET 2
SOIL REPORT NOTES
w
:D
USE THESE QUANTITIES TO BASE HIS BID ON.
FOR 77 -IIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON
SHEET 3
GRADING PLAN
0
22.
BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION
SITE AT ALL TIMES. FOR THE DURA TON OF CONTRACTORS OCCUPANCY
ROAD
`)
ON SHEET 2 HEREIN.
OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE
SHEET 4
EROSION CONTROL PLAN
23.
PAVEMENT AREAS: REFER TO SPECIFIC RECOMMENDATION ON
PROVISIONS OF SAID PLAN.
L EGA L
DESCRI P TION:
SHEET 2 HEREIN.
37. STORM WATER POLLU TION PREVENTION
a
24.
AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION
BEING A
DIVISION OF PARCEL 1 OF PARCEL
MAP WAIVER NO. 26-93 OF
OR EXCAVATION FIVE (5) FEET OR DEEPER
PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
0
AND SHALL KEEP A COPY ON SITE AT ALL TMES. FOR THE DURATION
CERTIFICATE AS EVIDENCED BY COMPLIANCE
RECORDED FEB. 25, 1994
CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED
IN BOOK
6995, PAGE 709 OF OFFICIAL RECORDS, ALSO BEING A
TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
PORTION
OF SECTION 19, TOWNSHIP 30 SOUTH,
RANGE 28 EAST,
N.T.S.
38. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE M.D.M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE STATE OF CALIFORNIA
AREAS OVER 29
39. PAVING FOR STREETS SHALL BE:
AUSSIE AVE . ALICESPRINGS AVE. AND WALKABOUT DR. PROJECT AREA: 7.58 ACRES
0.50' COMPACTED O.G. TO BE COMPACTED AGGREGATE
RELATIO ER *HCP AREA: 17.58 ACRES
DENSITY PER C.Q.B. SM. ST -9. NO ADDITIONAL AREA TO BE
KENDRA ST.. K/NGSCROSS AVE.. WALLABY CT. AND STRAWBRIDGE CT. DISTURBED BEYOND THE
0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER
0.50' COMPACTED D.G. TO BE COMPACTED TO 957 RELATIVE PROJECT BOUNDARY.
DENSITY PER C.O.B. SM. ST -9.
*HCP FEES PREVIOUSLY PAID FOR
BENCH MARK: 19.36 AC. (INCLUDES PARK SITE)
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE PHASE 2: 26 BUILDABLE LOTS
CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND
KENDRA STREET. PHASE 3: 35 BUILDABLE LOTS ELEVATION = 360.51' (CITY DATUM) PHASE 4: 14 BUILDABLE LOTS
BASIS OF BEARINGS: TOTAL: 75 BUILDABLE LOTS
THE BEARING OF N 89'30'50" W SHOWN FOR THE
CENTERLINE OF FAIRVIEW ROAD AS SHOWN ON TRACT
VICINITY MAP NO. 5310 UNIT 2, FILED IN BOOK 40 OF MAPS AT CONSTRUCTION PHASING
PAGE 164 WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON. PHASES 2, 3 AND 4 SHALL BE GRADED SIMULTANEUOUSLY.
V,
2'
SECTION C
TYPICAL ROUGH GRADING
CUT PADS SCALE: NONE CUT PADS
PAD COMPACTION R/W R/W
5 8' 40' 8' S' PAD COMPACTION
LIMITSI 5 J 5 ' LIMITS
2. I 2,
FINISHED_ PAD ._.._.
_ F(lVISHED PAD _
is - 29
00 2
2
2.0%
.0 °
-- - -------
f --
XIST. 2 -L__ _ ____ �
-
- ��' EXIST,
2,0% SAX GROUND
)LINO 0 VEREXCA VA TION 2Sg v 0.20'
X ROUGH GRADING LINE OVEREXCA VA TION
REFER TO SOILS /S 0.20' BELOW FLOWLINE REFER TO SOILS
REPORT. REPORT
o
EXISTING SECTION p
BUILDER'S FENCE TYPICAL ROUGH GRADING 1
v
4 SCALE: NONE
v
24"
EXISTING PAD
ELEVATION
--------
PAD ELEVATION 1
LO VER-EXCA VA TION
SCALL
TYPICAL SECTIO
ELEVATION DIFFE
L
(ALL DRAINAGE TO STREET)v
', rn
O
M
M
O Z ap
U Of d -
Z O I
Q :j
-� Q d
w v 00
cfl
o (f)
04 c .
Li.!
Y -
Q
m
M M
� I
6 0•
Fx
W
PACHECO
ROAD
Q
J
-n
wLd
V
;o
et
K
U
>
Q
J
J
~
cc
N
a)
0
FAIRVIEW
ROAD
7,�
W
Q
a
N
(o
cc
w
0
V
0
N
C7
4
,Q
HQ
O
M
O
0
J
z
IA
PANAMA LANE
PROJECT
4f
w
:D
0
SITE
BERKSHIRE
ROAD
`)
o
38. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE M.D.M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE STATE OF CALIFORNIA
AREAS OVER 29
39. PAVING FOR STREETS SHALL BE:
AUSSIE AVE . ALICESPRINGS AVE. AND WALKABOUT DR. PROJECT AREA: 7.58 ACRES
0.50' COMPACTED O.G. TO BE COMPACTED AGGREGATE
RELATIO ER *HCP AREA: 17.58 ACRES
DENSITY PER C.Q.B. SM. ST -9. NO ADDITIONAL AREA TO BE
KENDRA ST.. K/NGSCROSS AVE.. WALLABY CT. AND STRAWBRIDGE CT. DISTURBED BEYOND THE
0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER
0.50' COMPACTED D.G. TO BE COMPACTED TO 957 RELATIVE PROJECT BOUNDARY.
DENSITY PER C.O.B. SM. ST -9.
*HCP FEES PREVIOUSLY PAID FOR
BENCH MARK: 19.36 AC. (INCLUDES PARK SITE)
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE PHASE 2: 26 BUILDABLE LOTS
CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND
KENDRA STREET. PHASE 3: 35 BUILDABLE LOTS ELEVATION = 360.51' (CITY DATUM) PHASE 4: 14 BUILDABLE LOTS
BASIS OF BEARINGS: TOTAL: 75 BUILDABLE LOTS
THE BEARING OF N 89'30'50" W SHOWN FOR THE
CENTERLINE OF FAIRVIEW ROAD AS SHOWN ON TRACT
VICINITY MAP NO. 5310 UNIT 2, FILED IN BOOK 40 OF MAPS AT CONSTRUCTION PHASING
PAGE 164 WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON. PHASES 2, 3 AND 4 SHALL BE GRADED SIMULTANEUOUSLY.
V,
2'
SECTION C
TYPICAL ROUGH GRADING
CUT PADS SCALE: NONE CUT PADS
PAD COMPACTION R/W R/W
5 8' 40' 8' S' PAD COMPACTION
LIMITSI 5 J 5 ' LIMITS
2. I 2,
FINISHED_ PAD ._.._.
_ F(lVISHED PAD _
is - 29
00 2
2
2.0%
.0 °
-- - -------
f --
XIST. 2 -L__ _ ____ �
-
- ��' EXIST,
2,0% SAX GROUND
)LINO 0 VEREXCA VA TION 2Sg v 0.20'
X ROUGH GRADING LINE OVEREXCA VA TION
REFER TO SOILS /S 0.20' BELOW FLOWLINE REFER TO SOILS
REPORT. REPORT
o
EXISTING SECTION p
BUILDER'S FENCE TYPICAL ROUGH GRADING 1
v
4 SCALE: NONE
v
24"
EXISTING PAD
ELEVATION
--------
PAD ELEVATION 1
LO VER-EXCA VA TION
SCALL
TYPICAL SECTIO
ELEVATION DIFFE
L
(ALL DRAINAGE TO STREET)v
', rn
O
M
M
O Z ap
U Of d -
Z O I
Q :j
-� Q d
w v 00
cfl
o (f)
04 c .
Li.!
Y -
Q
m
M M
� I
6 0•
Fx
W
DIG ALERT W
Call: TOLL FREE Q
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT W
OF SOUTHERN CALIFORNIA I- co
W ,r .
G.P. NO. 14-40000097 CITY RECORDS No:
D•\DDA.IGf:T.C1M)1M M1TpR'NfORY_"rnlw..n1!]pAfIINl1\Tp Af`T R'NId(M1(H„q(_r•,14 Fn... Mit"IM20M A- ri7MMIR 1')-f"-AoU Akmk- 1,M
Z
Q
J
m
V
et
Z
U
=
Q
J
J
~
cc
N
a)
0
Z
C
LV
z
aLLJ
Q
a
N
(o
cc
W
0
V
0
C7
4
,Q
HQ
M
O
0
J
w
o'
a
0
DIG ALERT W
Call: TOLL FREE Q
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT W
OF SOUTHERN CALIFORNIA I- co
W ,r .
G.P. NO. 14-40000097 CITY RECORDS No:
D•\DDA.IGf:T.C1M)1M M1TpR'NfORY_"rnlw..n1!]pAfIINl1\Tp Af`T R'NId(M1(H„q(_r•,14 Fn... Mit"IM20M A- ri7MMIR 1')-f"-AoU Akmk- 1,M
Z
Q
J
V
et
Z
U
=
Q
J
J
~
cc
N
a)
0
Z
C
LV
o
aLLJ
Q
a
N
(o
cc
W
0
V
C7
4
,Q
HQ
M
O
0
J
DIG ALERT W
Call: TOLL FREE Q
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT W
OF SOUTHERN CALIFORNIA I- co
W ,r .
G.P. NO. 14-40000097 CITY RECORDS No:
D•\DDA.IGf:T.C1M)1M M1TpR'NfORY_"rnlw..n1!]pAfIINl1\Tp Af`T R'NId(M1(H„q(_r•,14 Fn... Mit"IM20M A- ri7MMIR 1')-f"-AoU Akmk- 1,M
- .
I
I I -
I
I
I I I I
I I I I I
�
I I I
I I I I
I
I
I � �
I � .
I
I
I I I
I I I I I I
� .
11
I I
I I I I
� - _. ___ 11 . " 11 " , i , , -, - . . !
..., . - .. , .- - -- , , �,�.-:. -
- , z ,--:- -.--- -----7'------&__�_N t- - - �1*1,-,
�- � I
, " _; - - _./ '1',._Ii 1 - -----,, -
;,� .1 I i
11- I
I I , - . . I "
C .1. , .. -.--.---- - - ---
- -
. -_ -
�_? 't-'. �, - � I
1% 1 ;� I . , , - `.�r 1, � I _-,oz _-) .- -,. - I -1 1 1 -:,.,!., - - . ; ,1� - � 1- " _ , I . I., . ---z , � .�,.,� , , , I I I -, .", - / 21�� �-.
I � _: ", -, . -- 1 31 t - I, - . .-
01 - ------- ! � . ,it I i , - ______-_ I , .
___11 I I " i
-
-,'I.-
- ,
.,�
�A5 11 -,
I -
_ , " ,);! - I
I , . .
� ; , '.. 1; 1; . t . .I-.-,- - _ - -- ,I., , - ,
__ . _ , i -,--- __ _ - - . �, 1 . - __ _ - % , , , - , I , I
_ -,- ____ , __ I—— y , , , / , 't : ',vim:' I _ - ___.__ - __ I - I I I ;�� I .61. 5,� ; -�,,- -, " / , '. I-"- _..lam I �
:
- - - _i_ - , . I . � I-, I ". � I I I - ,/ I -e
, --- I - .--. - i " - I -1
,.� " , I . - � I I � , . I I I
; . . . � . '. , I -� Fj , I �_� , , , "c
11 4. __ 1_1 I I . - `:.� � �:�p � ,_ � ,-, -, - I - , - , ..., I
/I I . � I - - � . I., rl.
- - -- - - �_ . -- - -- - - _ _� ., - , __ - - �? - i "
"I I , _ - - I - -I � ) t, _ � -_ �
A I - __ - , T_ ,
- -,- --- . �:; --. I !
- _ , _� - I -� . I - , "?
- I I � I �
. , , _-_- , ,� ---- - . , -1 .t " " . , W � - -
�' 1 ,�;,. -, , '. I I � - � I ,
.. . ?'..__�'. -.1 ."I-, ---I----- - I / -
I . , _47 -. I t
�,, , 7,e�; .- I . I . I I � . I
- _11;1� , --- _ - I- - - -- ,_ !tr I 1, �.j / - . f . -
I - - . .- . _ 7 - - �1�11 - ., ""_ D�6� . "', � ', 1�'-. , - ze,,Q --, - In ft�-. �'_. - I ,1_ 1� -
�47 ! - I . , .1'1 11 ., I . --,, , � , I t '/ ,- ..."
I- " _P �7 -, el '.
, - " �, ___ - 3-, --- -- _ . --- - ` , 1-1 , I, _. - , - I ,�& - - -
- I - --- �. - �': �
11._4 "' Ir 11 1,,,,O :2� I I " ��cil_ � I
I I , . -)! 1, 1 ,-�7r -,-, f;.
I . . ; I , . - i I � ..
11 � I 11 i . .'�_ - �, , I I I ;
I , - I - �-, ,,- \ - , , 1., ,
Z� ,Zli 11". . , . - � - i�' " 140 , ,_ -I -
,,, �I
- . - "I i; 0f i t .-I , o_ ; , ', ,. ., I � ; I I ��I,,,o' ." ,�
I . I ., "
, t I ! :V� .-, - : . ," -S ., ,-- "I, - - 1� - I ,
�Fvk� � - I , i ; � , . __ - � , �� I � / 11 ".
I- � n I i - / / � �i�,;,c��, /I I I I
I
-
.. � - ., � % \ � -,61/�,� I �, " I _____ I I I J - I / � I - .1 - . I I I
" I � , , � , �! '. I , I ..-
. ., 11-,�' 1.11j ,
w \ - � _1? ,�;, ,,,jl,! , , . C. - ,�, . a - I K I - ""
- _ --.__..----. - � I I .11 " I I
- � I .-2 -) , ,
� ,,, I , ,v, _';_1 I \11 i J P� "I ___ � I .�� ,".__,/ .�S__, I ._1)
te� , . , " I(Z r. 1; 171 r -9
1 --I- - � \ 1 -, U)i . I I 0 Lr.,,, Lr. Tf I'— 0!_ p I /N 1�: �' " / t I . I
I I . � I .- 11 � � - I ; " � ,
- .. I ) +.LLj � ; ; -1 � i ,. I M - I
Z , , \ ,-' ` . I " , 3.1-1_,
,i ! � -.41", . I
. -
- I :
I
- . ZQL/ . i I ��,' . I -
I I - I I ; I I 1 )-�.,,5 � I � I I _.__._1_____ �
I ,�,.�) , -, , q I I � . 1% . 7 , -, - -1 - ------
/ � - I __ , T �, < ' , "44 , , -, / , S00 2910 0"W 40.50' 1� % r. -1 I I.S.,
I , -
'' i t -. " - -- -----" I - D /\ /`�-..
" \ I . - -, _� - .
'
-:- i, ., ,.�?; I � ; - -A Y _�t�_�--- i , "
, - ., . . . K. "It, 1� N00*29'211 0.48
I.. 1, , -� I I - �-, ' I '
1 " � - , --, , -.- ( :1 - x -t!
6. -�!, , / I , ___ ,-. D 1, 1\1 G P L A 1\1 I
, - .,- -,!� ! - ...- , .. 1. , � . - ,
I,
. . - __ 0 1 i I _`�"_`_� 111�'_? -�s', 9�. I EXISTING STUB, -OUT " : 1. � I ! I I / �_ I I I N 1� I
. - -- * ,'.�' ,- " r, � � I 1 - i - t, , I 7A; �t ,_)�:�_. - , , , , - - ' -89' f . �, - -, I �z' �. ... I I ", " � I I - - i
,:�, - -1 I -- - -30', 1 _,;,13�114 - -5, � ,-,7, " / . � - �, -, , ", - � I i
-
�_ -1 I 01 I , � I ,- , I 'If. ':'F. . I - ":; 01 C I 33 - ', 7 ,' I � I / ; , I I �,._,_ 1 -750.01'
, � � I 4 "
;o . '-, :: , _ _ .. ,- I � -- � 11 - I ,
: - .�� , � - -, fi I I'll I � . / ,/L; � " - ;:,., �, ;: . �, � - x 362 '. . , _ , - 7. 11, - � . T .1- . , I I 1* 11 ; -
, .111.1 - - _ - -
- - I-, " ". --S- ,39"E -!!� !-�-,
I
, , ,
, 1� - - , , , 89'30'
-, __,.�. .... ��,,� " , � - 4� ., I /
,
- - -, 11 " . -_1 � , I , 1��, 44 I I , ., - � _$,89 1p. I �, -
.� . " , �` - *�' , -, , - "I , , wors"'11,1"""I � , ". ,
� , - P ,
i '. " It. I , - . " " - ., I I I
;! � - , I 01 i lik
". j I �._ �
- � I I i 1-111.
_�,� - ! i `��, �� !1. I _/ g _-,•__ � . 11 1 4.f 1 1 4 - - t u -
- I z I - _ - ---- -- -,
I I I ` I p - ' � ,� � I - - �. __� ; 14.6 , . � i- �'. ;�,'�,-t
"). _` TAGGED � I I , _-?, ,�� .:', . , � , % I I 361. - 361.1 1 , I _3� I . , :- --ig �- ill �_ - . , -' ,
� - I ! � , t -1� u, 1 , 1�.. ,
. I , .Z� - _� 1 4 1
I y"TV-', �.�), **,�!, , / \ � , 13K� �I " I , . .__ 1 2r .1 I I I 111�1�� _4T � - j, �_Ir j�4 1 1
, �
, �
. . __� - _� A. ?� �
.
: -11 . , _ - �`t 1 1 1 .. t I )�� , � I qx� if� �___ I � ��� D . m:� P§1121 � - i� . . ,
kD ' ' I . 1 D" ,,,,, '_�,-,� "' , , * : , *
I At !' !'(�, ,�,•- -1 i I I 1- - , I I
' I , . I I � � tl�j , .- I .a � . ' , , - -, r, r
R_E 3 IN L.H. PER _ � I , I I i i I 11 I I 0 �., . 1, % � - 362. , � � , . � .�
- . ' -
.. I " t 11 � I I C� I I I 10 _._,I, �, : O �m , - - -
.- ,_ I I '. I ! I I - . _. , � .
- 11::t N ---I 1'. , I ., I . I, .. - s - . ` s;_;. -1 4 I .1 ",___ " - , i , ./ x, - g'z o 7 I I . . I _. I I
.",/ 361.8 I I I ; .1 I - _-, , I -
�,_� � - ,I 'k I " .. ". .0� - , � ,
I _' ' , i !, 19t, " ,� -
I I o ; : I � / I I I -1 , j I , ,_ X. , - ---..-- . I
� T ,-'.' `,)t,`1,'__1_�.;� -', I I --- le
, 4 .. ,
. \
_ � , vi - " I
�
� 3 NIT" 6' ., � - . _'N 1-1 I—, - - ( - , .1 - , I I" 1'/ ,I,/ - � - .
I
� I -
.- ____
-
�
___ � I
- I"; A
'_
__ '_
I -,--'-- -
'C4/
nt � I
1� i
- I
If
P, �_ - I , - " 36278 T7.
'
' *,",
7-, at
-r-
� \ t-�,:,-�.-",,.��, . cF i � �r I - _ �, .4 - ____ 1 -,6;'� 1�fl q '.... _.�,. - " , ..,
- , - , . . . I �
I . " , - I
� I , " -) ��'!,
'1 I _t7 I -i � fp 36 . J61.7 ',, ,; , -, - ,,,��,:I, 4 . . - : i ' .. - ' I , ,),. � - ., � :-::���
/ , 36 7 . (P ( - S89'30'50"E , 1 Y
e 'r -, I., 1 13 2 ' i - 1 6 1. ra
I I
_
�� � ... �s i - -, , x 1;� - � _. , O. 1 1 1 W21 , 1.,Yl��-8 " : 7 -- " 1--` 6 ' ' -,_,:�z, F3-62:-81 3 - 65.2
�
'
, uj I . . 41 - F311 -I' 1��'�Mt: - - E3:6::2::.:3:: �s, RU- ( 1 1 ::���
- �x�1.4 I J61-1,, Fp Jo I. 0 .. ! 1*8 ,__xI __
� t
� ',� w - -.1- I ljol./I ,
� "": - � I 1 362.6 x , xg36M39 64.0 36
. - I _-BACKRtilb " I " \ - __ J6Y.2 I : . . ,;,� I fv "" , , " � / 4 - 1 ,,,30'
'
1 ?6 ,.,, 11 �, ?. , 1�'rl * - - i N i 4 1 2. E3�6 V32
- 1. �'.111 , � __ -
F
� 1-1 P, ,_�:� - ' Fp p J� 361.0 .,..
'
� - .
" I - , --- - - : X[4§lg � rn 9 -m 2. 81 :
t . - " Ijo ' ' -- ' . FP J61�1j.',' 2 . 2:ff 30' 1
1 RNA gR 6 � t -D6j3q',, ,?5336 . 0 :4 E- . _ � / �W�4. 70'
� G 4, , , 4 , __ 6J�77� __ - . - J6 - '_ , -- fF J62.2 _ 20' 1
1 1 1 , . , . tj -
I - - e - I zl� - 1 - - - 7.i . . I , -5 . I I
I
. - "' . - � WITH / 1! " 11 I I . L . - . -1 . A "; , "," , -,�q.,,, " ,111�,,, 2.0 � - _. -
, ,,, -, .Am. - .,O,- FP P�ik-a-, I I ' F x _', � "
, , , " _
I T1 . . . ,� �:__57 J01. FP J6 V6 , , FP FP J6.3. 3 - r -
I ...'' , , � , -.Su.mp- IN- -0) 8. 6 11 -4 � 1, � - - , Q 9 I •" " "I I I - I- ; .1
-1 11 11- . 1, - - -, ;�,�� - - _; 11 I "I
. I � .
' � m I I
I - - - c. � - �� ,3
I I I .11 " I �61: ; I C) -,"�i,:," 3 - �;,��.. -,:., -, _- - - ; - - -7 - - , -
� I .,. - - -)k::)'`,,,, " � " �, ''.,
- -1 ., . I . : , " 4 - 1:1 . I � . /', urrl� , I `Sc � � I" -1 . J.- - -- � . .
I ''i I'% 1� !-. "L. _-, if I ; ,. I" -
I I .- ,
. - I'- � 1, . --- � � __ I I :,-' , -.,�?
I. _: I �_ SN 5- 2; - , - , ; .. I 24 ,; n
- _ - , , _11 I ! ! , , � -_ "', 1 j ,p - - >F36E .
-1 .1.1. -1 � ;.. _ _ _ _ � � I C) , I - _1 . A' I __ , ________._ - --"--. - I -1 "I ; .- I W� I 36150
- ,_1 , Q�/ 1 4 . __ I _________.___.___ � '.., /_-1 I -A , - :, -
I " �_ � � - ,lil: �:LC
: . 1, t� � L. I -It I � - !I �-. � <' � � I �� - I - " - __1 , � - .. I .II I " , XLt!y im - .
� :z 61.1 1 IL " 1 4-36-2.2 -_ 7`1 - . 1. I �
� . -1 _D�', � - "', I " . "': ___ 4367375a-71-- I
�
,,- � ----1. ')'.'I-- 3RNV� . 1 �� �� ��� ::Wq 3613] 362.01 "I 362.8 - . � ., ` FP J65 t6 -,-,.
11-1.1 - - _ _,N�40_ �111 361.0 - - , ' I
.... F F i4j, I ' .
,
- . I - - �q* - _w) � � --- --- -- - i i I , �_ ." , " ..I, ���
�,- 61.8 q .._______._._ �` �
I ,-N8�9 36 . . . ' - --- -_ - -11. ,,, '.1 . -
I ..., _.., 10.00' ... . - -1 :"..-- '- ___ ..r,<,- --'- . - . I .. I . , . �
. - , I I I I -I� �� � , :,4�-e, *0 I
I , 1, L � . ` _. - I � --.. --.7-- `i�� - '-'-'------- -
� __ -.-- _ f�2 � .,
_, ,-' ;� !,' -- �r . I - ,
_ . t 1 719, .-.-. , I ! ��' - - .._� _ I ��_ L:7--. t� � - _."'.. _., � � , � :� .1� 31 ':!.,
! 1� _Z___ ____ I r I,--- V, - - . " . - -- --..--. - 1, A!, ", ,_, � �. - -� .�
I . � � 4_ _________ I ". .. _ ,
I 1- -1 m I 0 1 11t : ,-.-I,,. :_ 3,1., el. I. � `5] �, I - �, ; ... � I `- , �
7 - __ . P5,40 1 1 - : � -e - ��7 I- - -- , . ---. � � 1;i I I ,
I ,_
. I - ___ o_i " 1, I I-, �." I I I I` .� I - +
" - - � __111� I ! � mm" i .. . _,� - �11---
" I " '!�m lf,7y --V-- q �- : - A - ;am- - '' , -1 11".rwl - - 1--:, - - - , ,� -, " -(:::)- - - - 51 .
/ .
"
mr-I : - 7, %111i2 - _4q9_1xx - iiiiiiiii,mgemL- - , 7Z d
- u . . , 119 (�� 3 I n -
- , 1, 1� . - - I - - - - gm� - - -
I � I I I __ , 4� I-- ".1- , . I - - - r _�:- - K, _� � -go. 11 fL &_Rv�'?O'Lf 0- O""'�SV4 , ,,�� - - -- . 0.25% ... - � I
-, ,-,-.--I . � . A ' -
, - , . � , .. - 1, ,- ___;�� � I
- 1_� _t I ".., " j & 359-�7 fl.
'y a
�, 1-1 _,�' ,9 0\� 0,11 , G % . �,, e1j
'"
I . , 4�' - �!� - : 04t. twN I r- - - � - ' iirwu .�-_, I . . I - ; A I -
, 'y .1i , �!.!�-:,_�, ..-:. . ', 1: � :!: I I , i � � . - - . , - - 8�00 t� , /A \ "I , , ?ml•
1
'
I � � . � .... G, -, 1, _j5B. u4 rL/-,rl I . . i I , , __ 1, I , - - I, I - __ ��, , __ , -*: , -#9 -rL
�
XE3 * a _� I,- __ I �_ - 1�7_11 I I ,.:-,j uixtmri I . 4 - ._j - ,9 .-
-, _PF, , �, - - 18" - ,.�p
� 11. �R _ i N , �_ . I I - G
� ; . -. � 11 - . �� - . 1.4 lflc�__ -.- - - ` 1 4fRo _. I L
- , - -m
Z , -, "it 1� - - - �� _. 1. . - - - - 1%, !__ A U. S --.;, / F N lihn E S661 2 22+00 22+ 2.70
ii A, . - - - p " ____ � . i
- _. I _; , � - _'L _i
. , 1 "71, -��, �" --- --- i 8 I .,• _; ", , ; ;' Q 'T�_;, P,P' L, . I.... � - , ,-1, � I - , - 1, - I
! - L/ " .. , �, 14- _',4 � � - ,
".� 11 ; , . - , 1 f.A!�,;.
* 0� --_____----_�2+oo .-' " - A(�t � .., , ,_� �� , - , io,.�,�_---- _ - - . - I
� � -1, to . � . -, I - it,%� - , . . �
- I - � . - t " - - - -, I lcr__ --- "' t-__ I � , / .., .-, 460,F,2!�? -- I
� . :". ! -2-' - - �
- - - %, � _-1 z � i'�j�< I'-- �.7 . C�p .0 -.:�-.__-- I v__ ---12-1 . .� . -
� �
- - --;,_-^o -4s FL 't ',; - - 15011' - _,clf - .t - - � ,_� -,a-,- --- _�_-- __- - -,5,� , - _u pal L61-00 ta - I 1 ��'2 !�t
I .- ,+111 _')jq&�� ,_ � 359 -p, I I- - - L
' , I !�� �� t g 0.25%
\)�' 1 t 5 ?, '17 r to_§,�_ -A, >� Q, 25�* 1 1 ,3.jk-� f 4a- -- - _w_Z1 :!��k a 62 -AL 0.25'
1 ; I - � :fj- r It - -AINIFAmom-A 1 . _ .. - - a -
; ; �� _4 - -1 - -, - ''-w. j I— on Is- I ______ -------_;--- _. ___ __ 11 I -02 �>, I
% "7� � ", ,, --.-- __ - - ,_�. ..1_1 . -4 �� ---..-- - . -1 11 1. - i 7 .
I . I" _ -- - - - - - I I .,--- -_
x - - � I _', �, --r� . .- - - -------- __: ___1 -z'-,-J-r"I�, I . ! t I , 11 ---l- �, __ - -...-- - * I �._. � - 'k _% _. .., -e
- � - I � � _. --.-. - I - - - *--.-,,. -,- -- - --- - -- - I - I � -
, - - -- - - - ,�.-� - - !11C't - " --.----- ; � . 04 ,� ., � I / - / I t - - 1. I '.1 . "I 1 7 365.1 . .365.2- � I
: : t� - . - � ____ ------ . --- - -1 , � - I _- -
, I -i .:- � . , I ..
362.0,' ,� - __ � - � . _ . _ � � 44- (iLl
_* - - , - I ., -, , - , � -_ *: - � � I - z... . . �
. ,5� ,�! � -_ __.- . ____ I <- --- , .-,-. , - , _)'. _IiC5 ��, - . 18' 1 , -6./
� �---:-- - - I - .� "', -- -- - - - , _�.4_c,�; - Y
_
I � 1. . . - 11 M:fl 1� , --:. , , , __-`_,- ----,- - I , �, - . ....... - �,� " -:) -
9, 36 � -, __ �._)� 11 I � __ __ -1 _ _.", - _� _�_,� - __'. _�,"�,��t.:� ____ . - __ _, �_ ., --- 4 ,-, - , �, ^
- ------- , - , � b I
- I 11 I ., �. � __ _-Z, :. , 3')3,4 � 6
, �;'-�. il,i,, ` -!,)!'� F ,�: '�_' , . . 5,- -,:-- , -- -,. - ------ - ---� -- ��= -_-._-_� " \ 1 0 . �, - / 1 c14 - - I,, L �J't ..., �
- , It * _ .;� cr�� �&Z_ ...- -- - .- .- - ": -,-.- -- --
-
_______ _ . , 4, ___ _t� - __ - - I I
i " _ . , __. -i'' ,.� .- __ " - . - ����,�, � ; 1 , I � " . - - ,:', - , __ �
.1 ; 7. .'' L . -, ,-, 1q,
6: , - - . _�. - � ,--- --i _,,
- '.' :�� � 362.1 .--- - :
I . i -----1�52*-,,�:_ - - - _X1361.61 , i�. , Y�Y.t,,; LL � --- - , i , 362.7 363.3 ' .. q363.9I �
, - ! 'i- i : "I -<p ,c� I -,F;-, ,`:, FP 361.8 - -,_ __., _-, , I ` --' "Nu 361. " :361. ��`� 0�- ���,�
I lz_ I -
KV` I - :., C -p , _ I I � t�� % � - __ ��i;. :,-"J.�-� ------ IN �!114 � -7-13ti1_5 �,-__-�:-_- - ..__._____ - --- ---- - ----- -1 - - ---W���� - .1 f i �,�� __
� �6 I __�Iw 77. ____-_1____ I h - - ____C) �
-'L,� � "., - _,u , , , _ I ! 1361.2[ 1 1 - ��.
,_-. ". I - I r 9'. ; I . , �
40, - A9 -, , _,, _ -
, , � ,_�, 1,10 1.'d : �. _ - ... 1 361.9 1 .-
I - '�`,: - 11 ; � - -,- -_ �-�,:Yi --- ---- -_ -_ I m:N ,� I I - I - _...,
I . " 4, t"'! j �,' : !, -, _. I- _;� -ot�,.'�'__ , ��7,3�1, __ , . 03A 364.61 Lo
-
. � , 1 I ' , �'� - - - : c , .
.. I - , <�� , -,i. - `�31�_ �� �, I -, < � I I 1 [3"X x 2 � I
I : - " , (:� -r--, - in , -
. , 11 I ! I �z';__ - I : .0 � 1. I I , � --- / , - � _ W I
- 6 " , -l" - ; I , t, r,,,. -11 '*' I
1�� I f � m ... . . -_ _ - -"'\ I I . -1 1 4' - . L 6 . -
EX. JOINT / .-,� ' .,� Z' , , I I A - I - I FP J65. 1
-�, - Fp ffi.. 5 , , rD f I I
- .. 11 I , 362.0 FPx361.6 �., - I I p /Irl 'i,_j r,
- I . � 3 - ��, ; - � 1. 11 I I ".1 .
'
TRENCH
,� io� TRENCH TYP ' .." - I _ _ __ � x I F36-1.41 1 - 1� : � , � _ L'..', I �_, I I I � 7t- m� f 26 020* ' I .."
� . .q ., - __----� , x 1, _',
�
I -- - - _ - - �,�.', - ,,� m I � 11 __ - - 563.4 1 1,
_
,<o ,� e"'; ut lxhg ____-______-___fm M:�l 6 17 -pi Im x%9 436l-.47 I f5 3. x M� mF 9 "
I � 4 xD�':' 1 5 -N:0 x __ I; - am ; 364.0 64.91
1� .1 -, I I
I I
, -_ I .. I I - I . . -_ I � . ... ...... \ "'T".. e.,� i Dgj [�� 64.8
14 '. - , ' I A - J61.4 Z i � I , 2-J4 x 24 I , F3 � 365. ,
� " 1 1'77:38,48,�. _,I�. - I - :Z7 p j _5�:_%.4�� , FP J61.0 0 n� J61.1 -;'� I'J" c z 1 22 , � <1` 2316- j p J64xpp, -I - 2 _M�g
I - - I - - , 11 F I �� I I 1. 4 ,'I 9 - - . 6 FP. � I "-. . I JU 364.8 ip- , , " "
_ -
I . , , ':�_ ' � .. � I c I ."'3"''31.1; ; - ' , .-.- . Z) - - - - Ju 3 -L,/, � �, ,
�' I - m . , I
_.� - " ,,, .., 662.5,- ,, I i Dc� _ , .1 7,�. � " 61.1 1 : ...... "
,9 ; . � in ; . Fe. J62. 1 1 1
J, g P 361.9 ; FP J62.2 FP J62.4
" , 3 12'.6 )r&�,i - � - I .1 - --,- ,"T , A ' I ,
- � . � \ ", i -_ , ,�, , / 14.to, . 6.� 31� pppl I CIA � .r.0 c, ; I -11, I I ------------- -- __ _' . - - I I
IF ;, ---- "' ., - �
I
, -
a I I
- ; , - , I 1. �G/ �ci/ - + to " : I
" I ; -1 J62 8, r
- -- IL61 J -O � I : t ,, ,
'' I 36�1.1_ - I - :
�,' � , TE I "
, " 1- 1 4 �1_1�
, *
I \ I t " 11 NN I � I I
-1 . ", n,", " 1, I - - I
I - - , ..- ;kil\ , N:E DE& 36111 11- ---joUL----, 361.3 1 7 1- V
I- +6 ) , . - I . .3 �� I "
" -,--,.-- T!: I -- �') I � , I I . :� ` q3m[ *
;. D �, 63A 1
- � 362 1 �� ill 4ma � 4. -
� ., � ... . Y__ V�i � - 1�
if - �F�� "- I
�9 " � , , 1� _,x I I S89*3015010EI 130-27 -1 I , , 7. � � p -, -_ , :
. I - ,� I �� , - -, �1 " ! - - I " -, F� 1, i 0.0.=_;, I -1 -11 I , I ,
- �,-_ " i _1',� : �� - -, 1% I .
- ; I - I i I - � i .
�� C..; ! T T , 1, � - I � I 1 362.7 '� 0 4Z11 .36 . - 362.4 -- - ----- 362.7 1 &M�g . .... . t I
. .. A �_;,, I "", z ,,, . "
- - FP 1362.5 1. Id - -- - 41 c� � . I I . �> i (i
cq) -� � -y'-'. . 0 -,';� . - ,,, j; J62.4 � I - , - lv_�� �_, I I I -1 . -
I
� " 1 �DK51 __7��' 3 _-i �
Z_
.
i , ; WN 36 . *,' �, , :, � 1
�_,v�Lj _� 1� -7 , . I . ! , I I , I- I -. m
, 0 I i I 1, . '-'� 2 7,4 1.
- I I t.; I i ; I , . �
CL- 3 . 1 7 1 1 1, I 0 1, . I
, : I
, - � . . I : � , - ! :
" "364.4
. , ,, � 1 1 - ; ' ( ) co I I x F36-4:721
, I 1� t, , � 1 ' , 1. F36--3-.-21 2 -, � I
, i , f 36 �
,,, . , .
- �, 1% , I _.. J Woa 1_ � . r�_, -1 I I 0 ! -
- - I __ .1 - - 1 ;,--7, !�c I I , . " "'101m I --- I I ! 5 Do43-_, i I'' 1, - \11 1i EXISTING
__ 11 qq__�,_ . I � ", - - - W" - 9MN 9mm - 7;362.3 -5 - P .51 . j 362.4 MjL6 I 362.7 Dg�4' - F,6 J632 I 1 `3 -,
, ,
- I z: I.- _ 4 gaL . ;
I 11 wim U19� ; �Dufl
I � P, 1 62 � ' " . I ! 1 6' BLOCK
:
�
I , FP J61.'4`-_ ��__ Fp 361.8 FP J62. 0 t 7,--,. ,,,, FP. OP _: F P. , 362 7 Fp. b.p 2 - . � �2.63a . - N L 1,FP.',J62,9
, I . 1 7.63,;11 FP J6�t��-- �'� P. J62.6, FP J62.6 � . , � - �,,,c�. FP IT6J.161 1% o;;_ � 1 ,
, N(j� 1�11, I I - - _11, LAf . 11 . % - - � 7 �_
-
I `e"71.11'�� I 1-10-1 11 ._�,! I I -.1 - �'l - ".. ,� � I _ FP. J6J J + __c:1 "' fP� J64- 0 -
.. _1.il�.7, I . - I 6 - ... . - - - - . I � / - , I + I I WALL
1, I ', __ I ..&,.,,.�-A - I I . I I I , I ,,. " C12.81 - . cni .
� �Ie� I - , - j?! . -.,, j..'� I 1 ". 'o 5-31! � _', 3� 1 , I
- 1+ , - 1; I I I I I � I � - I 11 � �
L
. - � , I - , I - _e. � . Fj � - I - I cz:!i I
.fv - I . - I I ,�,._ "'.- I FP J625 �1 , _� I : I \ I � Q, ,,-f'-' - . I I .�! I D6ig <�
- I - - - - , � � pppl . , A - I
, r%:.-� _. _-, T:,�,�,'- ;", � "!, . I - , 1, - 1".. �, I . _r - _1116? R,
-
�� 11,,,� " 7,-. , ,i : - ,V .,.' F � , __ 11 - � "C' � . � .- I !� . I I ; ��. �_j / " j - k ,�, 11 I
A - _� - , , '� "' �- i62. 1� , - '362 - I - .46 1 � I . - � , I
- <_ ,� , - - _,.�'. '. I
,
, . ,
I I - �'7+ _'_ __.___.___ : 1 J 'i. -, � , � I I I /N - . .3 .1 i
- - - W111 I .1_'__ .-.,.-. -1 I 1 3 1 - 3A - I
,
- / - .- , + 1. : �, ; v 4 � I . M 7
� I . � i- 5� - - I " .
, , , - I . _�:! .... .. __�: , . -1 I .- Obl.vt, . - ��� ORM-77- - --- � ��� r363.1- 3 3.2
1. I I . . I . _tl, I '/ , �, - - " 13W ��, �.' _,C�,,., � ,��� � I ,xg _,_-, �� � k3_62 -A- - %
-
r , � -_ - , - .. i __,, ,._� mg - I 3:6:2::9f -
I - I , .." I , M4 1
11 / ,1- .� - __ .,,A . i� " ;-< I . � � � 11 < 363.9 � i 363.9
1 1
--- � : � - , -�r\- ��, I CD I ,_1 I .., - I \ I
- I I �V - ./ .� I �00_1 ` -,. , -, -, , . ., 1N G S C R 0 S S C14 ��,> - I !
,C -, - * ` � �- ,-�--_ -.,.--- __ - t % I - \ Mi
, , � l--- ; ; , _,�< 20' .
, - + � , -- -�.,:o�.�, , "�_4Q ✓ G/) _ � -, I \ I , - .1 70,
, �, +�, _,- � ,,�,,`, �i4� � i .. - - 719R,3 71, _11r - I in I
; � ,
-
+ , , ,I - -, � ��:', . I . , .1 ....., 'S,�, � '. n, I �' iA i , , � ,71 - -.. - I I A V q- 'N NUE
I
C,� �o ,,. ,,. , , " - � ,�,, , " '?,� ------ I L � . '...., . tz., ......... "' , .1p , -, I", - I . I C14 I
v I < - 1. __!pq.�� IL - I 11 I
. I I I 2 - -----<-- 0
..., =---Im Im / .
4 , _1z, , ; �1., _+ . 9"qt; - �.`_, __ ".1 . .
. - - - . �
- � . , . r I I 1k. - I - � I - I I -J*o I - - I
. .1 I 1, - -
, ,� , 1p. � a i 1 31% b _c n I : 10,25% _0 i:) '; �
I 1 ; � - -36-1-29 FL � .
1. -- � . - .
, I , I � -
rr 302.5 " 11� . . 11 I 4 .4- .. , 17+0 ! ,--,c I Jl%�, '' I I i`j I I'll � I ��A,
; il! ` ___' .11 .. -, I" " �, . % I .- 11 00 gr I 'f" ftllok_,�_;I�o NOW" - - 'k -�-, , � 461�11 11 __�, �
----___ 'i "t, .11 , I , 6 - - , 11�1%0 �11;� cl� " I A ' ,f,6t$n c -?�,- _ _ � - r-8-;�, AVE -� �3:
o' �,, 362.6 4 . + 06 / � 05 0.37% -.111-> � _�, - �Ao_ _%� ! tL -13 1 1�1
- _4i P" , , - t363.7
�� I>- - I 6+U��,,
- Z A o fp
,� _ . - ; ,e . 1 9 - I
: - � .82 fL I I i ,,, ! I , � 23+ 1)�... c �A
� - - i * v , 4) _� ," zz�� .. - �! � � " , ',,� -, ,,� .661, , I . , -
- --1-1_- � �,
� N 4r I I - - X_ - . &I , 119+00 20+00 21++10 122+(D - I r_
'�4 i 362.7 --- --, � I � . 161 . � i , � - I- -t __ i I
-1 'y 1-7, ____ __
. . - �
, r! 4 T�
'b _�� - . __ . 1::�:� .bw_-j ZQ.rj - ., � I I
�, i - le, DRAT 57 EVC Mo ILE-L I - �pr,, �. f::, ��!._ -F,._ r i f� - 18" DRI ; ,c) - I XrA
,� c*4 1 - F 'Ai . - ' - '-. L",� � � N I I, A �_9 'v =.�
.. _111 I � ��- __ �1'e�ZZ - . � -40.45 a ' "" I - - _ __ I . - 1-0--'1- 0.257. 56 K, - : . "I fl) - - _7c2_,_7 � 363.9
1
J64. ;!!; 1: � " - , � - � � -36 - 0-218!-L ___��/ 05 -El- � -.-----O 25% i, I"
I , , 0 18* DRAIN -1 231+00
�.
I
I .)
, I IN f �N ;: 0.60% . 0.25% 1
- - ___ 1. 1-11- '' 1. A-, __1+_-___-_.__._1
� , 0 .1 I �%
,
,
,; t 1. 1 363.- � -- __ I - q_.1r_,_, q - - - � u__ .
I , i W I - Of ILA ,- � 1�
� ! � I, 4�/_, �' !,; t i - m
I 11 I - . : 10.250A ,/ I-
" --
. I
I - . . -_
inI ; "', - ___111 ----_ I I .� . I I .. _11t�'Z. - I .. I - m � ��_
11'.4- i 11 - 2. , 1___, 130L.Z) �, I I
�!!; I � 1; : ". - >_ . -�, _ 1� -------- 1 3 2.5 f I ,-,r, - I ,"- 4", 1 - � �7:fl I) I I ! !-1? 1, ��_ I .+IC -111111 - -1,, - �7, -.,i7, �, '. -K,_ c;115 s I 1 I I I � � - -
c_% I J ; I-- .1, i ------------- - - I - - ----.- - �� --- -.1, , - _'� A - . k7� ,
. I - " _ .11 � � _ - _._+. _.__.__.__ --- - __ - - -- -.--- -- � --- ---------- _ _ --- 1: __ _07�'710 , I -
� 15 - - - - - , -F, .. e - ; I A., / . Z --- - .. . I I " - , I I � -2 9' 1 1
..-.
I
_, � - , , - , I , I I- � - I , . A , , -_
,_ - , - - - I , ! Lo 1
! . I . I I 0
- I I --:�., ,--j:,--- .- ; I I xj� �24 1 � I K. 41 1, � I R , LWE
. 11 _ I -, I -Is, 0 1, I'll .
. •. . � , , r-�- ----- - - - ____ f I : ,�2�6� . .
i.- ; . J62.7 I - I I .. - I r
I - _____ � I , � - ; FP J6J. 8
I i �-�� � .�. I I � - I � .
____ � - � .- - +_______, � i I . Li .1 " `z 1� I 7
- . ; I , -;fn .--; ; .� 362.6 P99 _ti XD� 362.31 " : I -_ -_ - _--1 " -- _-
I x ; 1�,`,-�.""" � f FP ___1 '_�3j6"26 I � . ��_` _� - I .. I
h . 2EM gn , 7�1�
1 11 .7 � ��. b 2 I ... 21 fkx "m
" I . , - i - xF � - ! I I 1�11 I : � I I in
lti,bk- I ! I �. �,:Zt, I FP ,3��J� ',-,- I �, I , FP V.4 HxM:� . I F36/.11, I z : � . I I �' V� - I
. I I I t ; I '. I � tp.
I i - , - j. I I . I I 11: I . I I -
00� . I I er� � 1 I 0
; I , � - i ;
F6 FL '_wz� I 1 ; i� . FP J62.4 ' ,�Nm I �
i )� � . . I . - I - I � 36 r.0
i � I' I : I , i I . I - I � I I r I 11 . I
k m I I I I - _`E�-'I",
'I -t ... 'Ll-, -1 C,jll i, _� �, �, I I - 5'- _ �:,; I I .- - I
� : `1 - , - Pu . I I ; I ' , .
t -,-- � --------- -),- - � - � - .
� , ', + -1 - ... �,, - - � , --
- I I . " 362.5 x[44Z.4 ___ - -i raf 1� 30 31 Mi : � - I t -
+�) j __ 29 0:02 33JNU - .
.d.:",`�, 31 ', 7 362.8 .S� ,mm I
, K-1 : ;;�i;; .. I m , I - I I . ! "
.- 11 I - I I I I -
- -
� - - I I -� --,, , , 5-2.6 .1� 11 FP J62 6 FP J62.6 ' ' Fp 362 � I . , .1 I I � � I /
---;- , ; i � �,;: ; I - z� _. , ,,5, �*:2:�-4 x FF J62. J �� A-.-, , ,e,:� �,� ", _�,�. _�4 �;.' �
I � ill 16 . � +1 �� NZ5 .. _-,I� '. -116 1-1 7 i - �
, I 1p '. ,..,-, %,,, ,� L. I i62 7 . . I . �1 �. :: � I �
. I I ,
,1_1 , ". , 9 fjz.bI . ,( zI�, - I , 6 *1 b P", I - - --' I
11.
,".K :: I - � _ -
. I i . -N Imm WN mu - ,".K : - � I
- , f i ,� 1 13 - I I F362-5 I -, c".,." t I I&Q4,
) r _.. _+p-- I � (�l 0 I ., - I i � + I �
�
_, ! ; ; I Lo � - ! ��_ I , -_ I : " �7, e, ;� ill I � i I � �
, q4 '-"- . � , ,., � If " i'" .'. , I I i I 11, FP J64. 0 ,
12z�i:sl, , �,j _ 6 - -1 - - ,� & I ,:�; i, ; 1�� - � ,'-' i, lit
, � 1 _� 1`210 "i ! , cv - 1, - _.�, - - I - � I '. .
I 6 .� - . - I - -� �, ".. - I � ,�;? --
I I � I 1-c , ,'P�-; ,-,-, 1 �, ��;. o_ - , . I - co
___ . : " I , !D: -Z, C., !�,, ; I " �
I
.- 11� I . � , ; � *,' _-, ,. . " I 1 362.6 ���- . - _��� 6 I I � " , e 1, I � I . . - - L I . 0- -
-, , 1 ' ' :�� �
_'k 23 .
lm� i �� I ,!�_ �ql - I
6 "z' "+-----FP 3627 FP J62.6 A c� ! I t V, �
I
I � I �
i FP J62.9'--,+ . ____T IL6� 130/.,� I I -
! � , � � , . t t I 1: 1 - - r jx :'3'ZE 3=6=2=6T_. I I I I \ I I I I I . I " -
I . .. . 1 I I 1. � I I . - & . I : I I - ! I I ,
� , __ oulze /I XD� 27 � 2�x � . * , * C-5 I I"
- �,� I A, . h.'
W � i ,, �,.�5z� � I , 11 : I � I I
.
:1 I i I , " . � - I I - I t I I + I .1, 36 el -
. i , � '. T r ,., FP 362. k 13 - � I �
W ;)i� ., t 1 ... � ; '. Ill 362.6 � I
,,,, � _ r . .6 1 1 362.7 6 !. I LOT "B" '
�
i ,� � .:�;ik / I i I .
a i -,, � �, 1� : / i ;-t- .. I ME � LIJ ; I I I I . I
� \.- i I ; . , i -,p -, -1 .�:
to �, \ . I ---
t ,\�� \ I I ; � x 62.7 1 1 I : I I .2
. , � ..� `tt:� i ; I . - - : I
, , --;�. :,"- Ii;.. -
I , ) -.1 -) , -�, � ': -� - ' ' - - - ' `�� " ��& I , ,� iN I
'
,/ -
. � 11 ,,, t , I , iP I f- !--. I _` � (E� - r - �cm 1� I ' .6 .. ; '-'_� * 4- - \" lf�_ � _51 -TE - . I, I -
" . ,
p ' ': I ,
(7) � ,; . � . �, *1 7i ! � _ __ - " !11 I ,� 1-1 I I �I I, " I'll - I 1-t ; I .:. I ,,, � � : I b 2
, - � . � el.�i �d _. \t, : 1' ;r.
! +' , , . / , - , 1* , -.--- - _� . . ; 1�3 (o
" � , I -_ _ - I :�V_
i . ? 1 ,--,-, -_t).L! 1 36 '1- . 11 " 1 2.9 � I el /I I ID ' - all 1 1.78 AC. + . "I V�111
O 1 1 . � . 62.8 I; .1. � " 362.8 �' :_ ; lc� Wz r
: , 1 _� 7-,-' .
. I -, � , r) ; � .._,� ". 1- I I
.
,
i 1 ..., , t 3z, �, _ � �", 1 I I - I I I A ,j 1 - X� 3 JM .4- � '�., . � -_ I ,q 364.0 1 "I 364.2 C) I
C) I f p .1 -"I., ,- .- .., 16 FP J6 . . . . I it15" �. �i I r ; () 4- C)
I '' I .,, , - �. 60 J64.2 -
"'' 0 I .
� ; / ,� I , , " .9 1 1 362.9 70' 20' . t I I ! 01111 I / 1 3643 . 364.2 ul
7 I , �, Z� t:."-',11 - , `Z��l -._, F , , FP ,362.8 - - �, I �, I x 1-1,1-1-11" -':,��, ,,t� � ". -
Z! f , I I 1J362.8`'''.. t 1 24 362 -_ - (NOT A PART) � . . , . I
-1 a", � I , . 0 � . 2.6 - � I- � I _1'1� I �
, i , Fp 00 - -I - - I 1, I ", x F362-76 - - ; � ,'it`,'.�4 ,;5" �
� if I.,,, � - I � . I :_1 . I I -
I ; �
� � i ", -362.9 '; � , , 1. �. W5- : F36-1-61 - ,�,t;r�,p,j,g I I I
" . I . . I " " : , I I 0- %I [�� � NEQ6 362.8 F362.9 q§�� I �o � - _ �- , . , I �
, I .� 1, . ' �, ', �, _�:. - - ! I ,-- .--,,,, �! I"'!- , I I
, , .1, I I I Im I o;�'s � � _. �, � . I I , .
� 1 / i " " , , . I , , ;, * 362.9 " -, 25W� �. f P 362.9 �. 7 M-2-87 .
I . I �, � 1 \ , , . \ I + - , � . � , X� ", _1 I / ./ I " , I 1, I . �M2.9 wig � I � I I I I � 364.5 �
:� ":.A�,, % � i - -, � _ -I." 1�'_ 18 ' "' -) 7 __ . �..' , ; , _."." I 1� tA? 362.6 1 I ._.�_y i : I � I I I
." , � , �
, � � - � __�_'_L__"'-_ , - , -__"'_,! __1 " I I I -
j� : . , _ -- .- '-.,___. ___ - I .. ,'I _�,_ -1, I FP. Jd2.'9 � � �.-6-,."-� 1 1 Cc; - '. 7 ; -� �:, ,'.,i � . I � _ " �
, , I - -i ; _ - - �, �7 -; - -, - -7 -- ..; -, .31;1; ";z! " - - " , .z,- , " 4. - -
__ ---..--.- -) . I . _� " . ; -4 1 r �'. � ,�� __', ".t.-:..,�_.- - I
, _ ___ '+_- _�' X Jbz. / ,�� I - . . ,� � - _---� xm�] .. _....
,%, + k ,
, _ . I 1. 0`1 I - - - - -1 - __*1 " - 1�� \ ,
, I � , " __F I - - __6 - fti 1, f . , , �
,_ , _�_ ,F _6:1 .'11.1. - f, : -.-.-. 'i I
:rte..:: _ " ��,: __ - ____ _.. I .1 -1 -, I --.---., I I -, �__ 11 _ - . .1-1 .. I - _ __�N�KN I
. ____ - � I ^ ,
- ,'!� , . , ,-- I----- - 624. � __ - , �'!S,-
� � _ k +1
\ _ 3"� 362.8 V .%��, I -_- I
-
, ___ iw __ ': " ��
__ _ � _____,_ 362.9 ___ ,% 1� " I / , -� f", �. I �i 3-S
- , - -, ,__ - - __ . - -
,, , . __ - _�:__,__ --__1 ____._____ _ � __.,___ - _ - N, I. x X� 1. W � . I I 1 3 .1 ."+., . " � I 8'D64- - I
... 363.11 - - . � !". .1 "
- � - I 11 - .3 xF362.91 �, :� I I � .11
- . � I � I
- z . . � . -
�, '�, . - " ". -i - ____+__ __._______ -,--- , - _� , I , -, , I I I - It, I � "Ill FP , J64.4.,-�-- 4. . 3 �
- _ - - - - .__ , - ., , - a . ", � ._�� F 'L.,. , .1:1 . ,,, '� A'��'_. - - -- I I J6 5
- "+ ' - _ - - C' k' -N -, - - -
- _-.,-- "--- - -- --- - __ _1 - - - ... W� � " � VC' �' , � - -
- - - 1 (c4/ _ - � - -P ". 1� 31- I ': �,,r,� I I
. --- - pp__�' -, t +, j,_ - .,-,* , ! 1, c; ��, �� I -�� I ",
` , )(.,-.-. ____ - ____ - , t �_ ,., i63.0 , F - J62.9 t p , , I ,�112 '11�11 - - -,� -__4__� _.,-,, _,.__,__.__ _____ -�3.1.
- . " k __& � I -, i. 11: -*; i + _T,tt07,- � � , .
- _____.______,�o ��-- '-1_._-___ - �_ '. , > �-�,,1�;.,,. v`v,.'_)i._,;-) _- '_ i,: � _ - --, " ,� It L � + __. ._�j_-_r,__e_-�_- _�? . , -----"---,
, " .,4----364.5
- . �) �,` j % 1. :!" _ i - - - �_'._ 11 - - - % � 2 I - x ----,-+-- , - "s-�"--
. . -=.,:. - -_ I,., 1111"%! 1.1 ; �,: f.: .... . .... ---,--,-- r- ;_
___. . - - -- �� I ___ � - 1___._1 - _4�r - -,- �,___L_ , , - -I- _� ___,._ - _\_.- . - ---.- ___ 1. - , \ 1� I %
_ , F_ , , , .- -- - _ ,,, � . I __ � - ____ __ ___
I -.1. I ;-,-
_-) 'C "' . I ---,+.- - -�-_. 3 � .-.' _.++,6_-",i7_-, : � . .Nq " '. Mv. -
I ,. 1, <1% I . t --
. , - J-16- I
. , . � I I :
- it `.`-�, '30'38-W -_ -� : I -, , , --- - I -,
, , -=,_= ... _� f, � - . ,.� ',�O - __
�
, X563.01 .. I -1- - , �,, - -, -1. � �� , - . __ , __ar_,. " , -
... r.-,'. m pk�m -, . - - - 11011111"m ,_ F364.61 - - -
_.. 11. %:: " ��_ <ZY __� � . 11 - I - - t I ., _-"�_Itt,:_�6i��'i � -1-1 __
:;, - - � ,_ , a ,I ; - - , -�=.=== - _-�j� --, - ---=,--- _------_� _6� ____,�, I
�:_- � I ," 1--j-", . - _.-��7-----� -- - --- �
__ - __1 � . �:7_ � �_,.:, ____ -.--.
. - - I ,, I _1�� .1 '', , ., L ;
, " - ,� `-� .�, 1. 11 - ,-I � � , ��' :,_, _r)�_- ,`�'�.�4 ,ii - - , : , __-_1 4 �, t + - ,
* - 11% /_ 4�__` , N5�9 ,�* I `� ' �� '. -'�:-',.Rl 4.96' 1;1� 1- - , 11 . 7- � -, - :1, ---
.- - , " ,� � , - - . A; � -..;--i i,_e.`�-_` �-,!�', I `11 - � _
�1_ -, ________ it ., - ��J_ I I .�', - z -:f,-. ", ! I ,--- -_ _ .&
� - " I - -,
- _!_ - 4� XNAI-,;
--���_ - 11, - - -1- - -, _�_+-.,_ \.!�?o ,, - , 11 I " , - - - _-_ ___ __:__________---
:_� - - - __ __ - 'i�`o , , I . , - . :: / jli� - - _\ ANINE.,.- -- __,�
- 7.,�= _ � - , - � �, , �
_��_ ---------__,_,--, - �,_ �,
7 1 - X I x- ,--,!,
1-.1- ...____%�,� - �, ,:v r. + �, ____.__.___.___.____._ ___ 11 - - __ ep In, -- -------- --- -- I., . * I - - -+---- "" - ! � - . , .
� :
. . . T,_ - - , --;i , - , , 1,
c _:.��
- 1�_111 - 11- - 362.9--_ , �. ' ,:!_,__.__�_____, ! .� , - 2,
4 . _.,.i. �, _ _ _.,. __
:) , .1
.7 . "!,) �__, MiO -1".
- - 363.0 w7p, 0
, - � , , , �?) " - I " r, � c I . .
I'-,' _�111��_,_ i .":,�� --I'- _'�-�'5,,,,�, J" �' -
,
1; , ,)�. , , , , I I - 9 FG , , ., \ . .. . ��,:_,7 J, ... ,
.. .1 - _�11� "Ir � - . - I 1 3 )
. .. - - 3 ,'I 1 - I �;�-'4 ..+ , --��,4,�-..+4"�-,.i--.-.""----�--��;�!�-z,+,�----.-.J-�---r--------87-7&--�
-
- , :,�/ "r - � I , �., ,c. . I I .;_ - 1' I � 1.,,,_�L - - - -5n,- --- _,_�, ; I - 1 -5 , �. - - - _
1-1 - , -v C,v / &4 -1 - - :iz
, , -, -
- I � . , - ,.,-, " �� � 1 + I
I I , - - - - , . __ -
" , � 1-11 '. - I �._ I - I I , I., , _�, - -1 -1 � ;
- , . . i - ,�,; ;
�, ,_ ) r __ . , I" , � : ,�'� T:: - --
'i . 1� A I ;1_1) 1� �, I I - I I-.' - -.I - , "I
0 . I I - , I- I _'' N C , _: ''J', 't',V_ L �: N-.1 -
,C-"- it==,z f:,,� 1��,_' r", ,,�, ) � -, s-'�"e.-:_ i'� - 1, ,� _,� 10, , -, -1; I ,6`.O�' - I'll, -11, .1 - " - - 7 1 u Z!.- ! ,-I -� - /4 -P, �, i �� t:
.� �, 1_5�.'_t , - jr t
. F-,�. " , ,,� I . , 1-t- - I � - I � c
I ���., -, , I I " ` lr_,� �,,,. , , �I�z ��tttt ` . I __
� . ,
't , , � -
I I . L-3 , , - . i !
;�n �
. - I "
•J
I ! .04 ,`, -K;��"J-_--,7,-_-��, , -�C,1,41 �
. . I I I � z :
+ . , . ; ! P.
- , � , - �/_�� . . . . . . tt z -,-,; -, !1�: I f � - � ,�, x �:S;:�_-, -, -L. ' Iii,t.�., ".' -,, � _;� ��. , ',., , I , -3..�; I � 4 , -,,�,! ,�A i `�, , 34�1-.""', !
'171� P .� - I'r *11 , I 61 N ,<_�4 FG � � , 41 ,
I
, 0 'I .
! _�
Z415 11 ;� `� - , -, _",� Z165 11 � .;��
. . -:, I i�' , �, ,,, �_ :1, I
- - I ��,
4�? 7 r/ /,S10' � :i _ 0 s
- ,
3 . /11;1191' - ,4 - - " . _ �� ,OK' ,01� 4 � 1- m �
- �
� - - - �
-1 - . �
� . I
; - I - ;
, - - , ,+ I _,,.�."! I . , ! " I . ; - 5 ! .
- 0 . - - , � - ,
I
(1B . � _- I t�. ..� ! I - , I i
, "., . I - . � I t ; ; I I I i
.
I , : , - -_ --l'' � I - - -_ , 1+11 -, 'j, i I
, 11 .. I I � I,; " � , .6; "� -1 - __ ,_ - I -
,z . .: � -.-x I
w - 1, .
1i - - -�; _,-� _�! - 1-1 11 : I , I , , I .,-., i .
" ., 11 , I -,, z��'� "', _?!,� -� - ,; , . �.;; 1. ", ____ 1-_-___
'�P_:I�ttti�l , - " I. �-�!;� �j �;�; -',!, -"I ��'!`t-�� t ,-_r_,- - `11 "�'111 j �. :1 1;�-,�,j��`,- -, . I ! I - � I
- 4 , ;,�� j! � I- ,I .: - - _ C'T-, I j� �
- , , �� _----�.,, -2 I I 1 '�6 " - -- -1 I " I
- - IF �, ,�_ ,.,,:__K t -1 , - i - " I I . - . , I ... - , " - -I -,I
-It, - - .; ; , , -
, -� I , I � �t4_p 1 , -�.,` "l;, c �E_., 1, - . - ,zi, I , � , ! I I I
,
It,+ ", 11 IS : I , , ii�,
!� ��', � �: -_,.,4,i:o , , ,
, - I " . .-I-i 'i
ti 7�n.,zzr?, I i ,, I !! -- --,.:- ��', -11;1,-Ir ! I il;� - -, , I
� I j ��-� - �I '! ,-,.,. �,-6f ! �=,,.' ��_ �- ,, � ��, � . i 31 - ,!_: � ,4 11 �. � , -
- - � ___ ,, -Ztj -,I, +.
� I
� " , " i � 3c , �: 9
-
I +Ib�jl .__� t tt � _.- I x . I � 1
I I I - �, .
I � t , ,!�, I .1.
. � ,
I
I I i - -1 - l
I I --3,
4
.'j,tZ
I 11 I
, -'!'L� �--v. - ). - i� - I � I . - I I � - - i I I , ��) , � ! I
. ' '
I I ...A.:.L. P,q;1,"�_,;-, t ! fc ,� , �!\ , �, I , -� , ,:%�, i , � ,-- I I I , !,� .. '-F',
. . - , I I I t - " " "' � - I I I .0 t
I I I - - I I - -1 'I- m I I I � I �
� --',it 1 j - . I - !
I I I I I I . I I 4 I ., - - I � � I t -) !
I I I I I I �1� , , I I '.-,, �.I'-' ,-� � ", e . I - ' �111 r-- / I 11'
I I , I I � 1, T NT T j I D C ; .
- 1 4 . ! . ---�.rt3;,.
1, , - I I I �.-
I ' -!-.- , , I . Y : , � I I , .
. I ; j I - I
I - " -, � I I , i � I I
" ' - - - _ - : �' �',. t � I :
+
I - . , I �11. - . .. r,, -.c �; 1, " _" I - I ; I
I . 1-1 _�:, : - _%%,i�!,��F�;+f_ " -� � . I 1�� I I . 1 ! I �
I I I EX. JOINT " , . - f., p. p . , � � I - , -, -, _ --- ! i
. , _ � . � " -- - -
I - I � 1+ t�l " � � � I - ! -1 ;
I I I - _-, c, �_,. �- ,_ - i t j �_ � I � I
I '. . : , . . I I I :
I - - - - m : ; I .1 , L `_1 i i I i
� ,
,
I I . ,� ,,� -1 ` "I I" - I -
- I T � t� � , i� � ill --- , .." I
� .
- , �7) I " :__11� �1_____ -1 _11"
. :,�__.
!i
0���_ZL - - ; t :, ! -,, `! j)", ;t, .
: i*_ -__-c �,- ;".,j , - ; � �,' _,_
+ i 'i .,
, " ., R '. c,
I 11 -- � _-,
L ., - , I
. , , .) 1 I '�,_, `�! I,
I
, , ,�tl __ :1 ,\.t::r,'_
I - - ,�. ; I , '..
- ,
,
I..'t"'., .ii,
C.
I I :
,
, j , . ,.,�!.f�,',' �,�L , �t o, it (�.
. I � , , , I" -1 +� I . .,z"
,
� - . ,
- I - t_j 11- J.. , -;, - - _ _ . I---- - t ,�
-, _�:, 11, 6111 c ,ll j1+ ?11% , - � I . I .
, - L . --.-.
I 1. I - m .1 � - 11 � I . � I �
I 1- - I " 1 � �.,!' �- � :4 4 . - 1�� +
, , -:, - I - I :
E, " ,7, � 7 1 - I I
- -_ - - - -.-.---.- - -_ _____
� ir
" ��, - ,;, I, �, .- I , _�., - - I I I I ! � I : e �
, , . - )�- , - 1. . ,_ �, � I I ! - ; - I
.., - --� 1M. , `6 ,--.I I I It I -
� I - till I - ., � ;1 1, I - . � I : � I
� ADELAIDE AVENUE I -, � '(,�, li
- ��6. �,
/1�3
I I I
8" SEWERtG"Il, !_�,7 �. I� ,: ,:_i -, -,i 1; , - : .-.-
.
. — _ _.
- - - - --
I I
� -
I L
- I
I
I
I - I
� � I
I -
I
I r I
. .
LEGEND I I I I I I I
I I I I I
ABBREVIATIONS
EP EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE OE OVER -EXCAVATION
FL FLOWINE FF FINISH FLOOR
CL CENTERUNE Fc FINISH CONCRETE
ELEV ELEVATION I G8 GRADE BREAK
ME MATCH EXISTING GRADE FP FINISH PAVEMENT
I
--, �� ,___,_____.
,�,___. EXISTING GROUND CONTOUR
347.90 PROPOSED PAD ELEV.
6�5-0�, PROPOSED GUTTER FLOWLINE ELEV.
6 �-' PROPOSED LANDSCAPE ELEV.
,
6 1 PROPOSED FINISHED GRADE
0.31x DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE I
�11 X 362,6 AS -BUILT PAD ELEV. .
CURB AND GUTTER
I
- - EXIST. CURB AND GUTTER
i-::"----,-��".-"---:::------=----�_--_-�-i---=-,:-,--=:---
CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY
PAD COMPACTION LIMITS
STORM DRAIN
I
E13 TYPE "A* CATCH BASIN WITH 3.5' WIDE
OPENING UNLESS OTHERWISE NOTED
,,1""""111111111111 TRACT BOUNDARY
PHASE BOUNDARY
I
-
I
k A SECTION LINE
Qi� I I I
I
I
-
-
SCALE: 1 " = 50'
50 25 0 50 100
I
DIG ALERT
I
. Call: TOLL FREE
� 1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
. .
UNDERGROUND SERVICE ALERT
IOF SOUTHERN CALIFORNIA j
ro
z
0
-it
.
-
-
-,,
0
rn
I
-Z1
1
04
-
0
*-
c/)
a a
a
Z
Iii
in
1-
0
I
<
0
� -
D
I
_j
0
1
U)
2
-
ME
0
r
co
m0
(!) .
1
,
w
,
<
<
a:
-f-i
LUJ
.
z
<
I
_j
m>_
q1t
I
m
0
c/)
0
i Ili-
a
_j
<
- cm
Im
z
0
Z
w
I
co. c*
= <
0
1
0 x
2
-
ME
0
<
< cr)
3:: o
(!) .
D
UJ cm
<
<
c!)
V
-, �.
I <
cc1,11,11111"11,11111
.J
1.
=)
E;
0.
,.8
-
im ,
C2
.
i1i
0
2
<
LJ
=!
-
I
1
0
<
ry-
,
I
uj
�
<
a
.
z
<
I
_j
CL
q1t
m
0
0
i Ili-
a
_j
<
- cm
Im
0
co
0
Z
w
I
co. c*
= <
0
1
0 x
w
-
ME
0
<
< cr)
3:: o
(!) .
I
UJ cm
<
<
c!)
V
-, �.
I <
cc1,11,11111"11,11111
.J
1.
=)
E;
0.
,.8
-
im ,
C2
-
� -
1
0)
0
2
<
LJ
=!
-
I
1
0
<
2
<_
I
W1 Nm
-
- G.P. ,NO. 14-40000097 11 LL
I -T i�s - - 0-
I
I I � P.%PROJECT&02101.MTR6208AX-projWmIGRADING%TRACT6208102l0103GC0I_frorrl_0210103GP0I.dwg, 6f7rM512:0239PM, dbrftDn,1A
I -
� .
I I
I .
�
I I
I - I