20131258 Ver 1_Site Plan_20131204

B."
O
NORTH CAROLINA I
� Ow
LIM ;M TV RON mokVA& I a Cl MO
WMI
Sheet No.
01
02
SEWER
03
04
05
WATER
06
07
08
09
10-16
we Alsk a law
no
Owl
lJ
owl
6-13: f 1.1

CIENERAL 1VOTES:
A. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE.
CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BEFORE
CONSTRUCTION TO DETERMINE IF CONFLICTS EXIST. THE CONTRACTOR
SHALL REPORT CONFLICTS TO THE ENGINEER.
B. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL
BORROW /STOCKPILE /WASTE AREAS AND ALL LAYOUT /STAGING AREAS.
C. AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE TO THE
FOLLOWING SEQUENCE:
1, SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP- STREAM SANDBAG DADA.
3. INSTALL DOWN- STREAM SANDBAG DAM.
C THE PUMP MOST RUN CONTINUOUSLY WHILE WORKING IN THE
STREAM.
5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
D. SCREENINGS /FINES MAY BE SPREAD ON THE STREET TO ASSIST IN SOIL
REMOVAL.
E. TEMPORARY SEEDING /STABILIZATION SHALT. OCCUR EVERY 3 DAYS OR 400
FEET OF INSTALLATION. WHICHEVER OCCURS FIRST.
SANITARY SEWER LII�IE CONSTRUCTION NOTES:
1. FOLLOWING CONSTRUCTION, ALL TEMPORARY STREAM CROSSING SHALL BE
REMOVED AND THE STREAM BANKS SHALL BE STABILIZED WITH ROCK RIP
RAP MEAN STONE SIZE AND THE MINIMUM THICKNESS BELOW THE FINISHED
GRADE FOR EACH CROSSING ARE SHOWN IN THE TABLE BELOW. ALL RIP
RAP SHALL BE INSTALLED OVER THE GEOTEXTILE FILTER FABRIC.
STREAM CROSSING INFORMATION
I
: SHOULDERS, SIDE DITCHES,
SLOPES
MEAN STONE
MIN. THICKNESS
CROSSING #
PIPE SIZE
NUMBE R
SIZE
OF RIP RAP
fRAME EXCEPTIONS
(INCHES)
OF PIPES
(INCHES)
(INCHES)
1
NA
0
12s
I♦I
SLOPES
AND
2 2
I
HIGH QUAU TY WATER
I'ROSION Ct)N'I'R01. N(_ 'F ES
1. BEFORE ANY WORK BEGINS, GIVE NOTICE TO NCDENR - LAND QUALITY SECTION
OF THE PROVIDE START DATE BY PHONE AT 919 - 791 -4200 AND IN WRITING AT
THE FOLLOWING ADDRESS:
NCDENR - LAND QUALITY SEC11ON
1628 MAIL SERVICE CENTER
RALEIGH, NC 27699 -1628
ATTN: JOE DUPREE
2. DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE
TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER
IS SHORTER. PROVISION OF PERMANENT GROUND COVER MUST BE ACCOMPLISHED
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AND ON 'REMAINING AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
I "IaIVII'0 KARY AND PERMANENT SEEDING; SCHEDULE AND MULCH RATES
EARI I PERMANENT.,NON LAM S kI
A. QENFBAL;
1. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT,
THE DISTURBED AREAS SHALT. RECEIVE A PERMANENT GROUND COVER. SEEDING
AND MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE PERMANENT SEEDING IN ALL DISTURBED AREAS AS
INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL ADAPT
PERMANENT SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY
TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT MAY
ALREADY BE IN PLACE DURING THE WORK PERIOD.
ll. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT
NO ADDITIONAL COST TO OWNER.
Ili. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. SLOPES MUST BE AT 90% C*VERAGE AT
SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE,
SUBSTANTIAL. COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING
SEASON.
1101
1. GROUND COVER; ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF
FIVE (5) INCHES. THE TOP TWO (2) INCHES SHALL BE (PULVERIZED TO PROVIDE
UNIFORM SEEDBED. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND
LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE
SIZE, AND PEA GRAVEL SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL BE
APPLIED AT THE RATE OF 95 LBS./1000 SO. FT. IMMEDIATELY BEFORE PLOWING.
GRASS SEED SHALL BE APPLIED AT THE RATES OUTLINE-10, IN TABLES 1 AND 2.
i €. 5- 10 ---10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE
OF 21 LBS. /1000 SQ. FT. MULCHING SHALL CONSIST 07 SMALL GRAIN STRAW
APPLIED AT A RATE OF 70 LBS. /1000 SQ. FT. MULCHED AREAS SHALL BE
TACKED WITH ASPHALT OR OTHER APPROVED METHOD SUFFICIENT TO HOLD THE
STRAW IN PLACE, AT A RATE OF 150 TO 200 GALLONS PER TON OF STRAW,
(ROUND STABILIZATION*
I
: SHOULDERS, SIDE DITCHES,
SLOPES
AUG 15 - NOV I
_
SITE AREA
; STABILIZATION
STABILIZATION TIME
DATE
€ DESCRIPTION
r TIME PRAIAE
fRAME EXCEPTIONS
PLANTING RATE
I PERIMETER ;BIKES,
- JUN 1
25 LBS /:ACRE
SERICEA LESPEDEZA (SCARIFIED)
SWALES, D%TCHESAND
7 DAYS
NOME
I♦I
SLOPES
AND
2 2
I
HIGH QUAU TY WATER
APR 15
TALL FESCUE
2073494.1491
7 DAYS
NONE
� ����II ��.
(NQW) Z011. ES
R
{
MAR 1
- JUN 30
AM HULLED COMMON BERMUDA GRASS
25 LB'S /ACRE
i' � III �` � .� � .
•
IF SLOPES ARE 10` OR cSS
* TALL FESCUE AND
SLOPES STEEPER TEIAN
120 LB:S /ACRE
IN LENGTH AND ARE '. =DT
SEPT 1
TIM 725783.6036'
7 DAYS
I
I 3:1
STEEPER THAN 2:1, 11
# SORGHUM -SUDAN HYBRIDS
30 LB S /ACRE
DAYS ARE ALLOWED.
j
7 DAYS FOR SLOPES
} }}
I SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
(UNHULLED /UNSCARIFIED)
LENGTH.
Al I OTHFR AREAS
AND TALL FESCUE
NON
120 L.B'S /ACRE
WITH SLOPES FLATTER
14 DAYS
IFXCEPT FOR PERIMF ;.RS
AM ABRUZZI RYE
I THAN 4:1
25 LETS /ACRE
ANP HQW ZONES';,
"EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHOIRTY BASED ON WEATHER OR OTHER SITE - SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE" {SECTION 11,8(2)I8INPDES
I GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES)
Ili, WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT
GRASS THE APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS
SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.
1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ;7ROM THE
SITE ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL,
STONE, AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT
NO ADDITIONAL COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT
IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO EXISTING
CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE.
REPAIRED TO THE SATISFACTION OF THE TOWN AT THE CO'NTRACTOR'S
EXPENSE.
If. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED( BARE
SPOTS, NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT,
WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR
EACH PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE
MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM
HEIGHT OF APPROXIMATELY TWO AND ONE -HALF (2.5) INCHES. THE
LAWNS SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED
GRASS IS VIGOROUS AND GROWING WELL IN ADDITION TO MEETING. THE
OTHER REQUIREMENTS SPECIFIED.
III, AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE
REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE
ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF
INSPECTION.
lV. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTOR.'Y STAND
OF SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE
REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE
ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DAIS OF
INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN
PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY REPAIRS
SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS
SECTION. UPON COMPLE1ION OF THESE REPAIRS, THE SEEDED GRASS
SHALL BE REINSPECTED UPON WRITTEN NOTICE AS ABOVE.
TABLE 2 : SHOULDERS, SIDE DITCHES, SLOPES
(FOR SLOPES 3:1 AND FLATTER)
TABLE 1
: SHOULDERS, SIDE DITCHES,
SLOPES
AUG 15 - NOV I
(FOR
SLOPES BETWEEN 2:1 AND
3:1
DATE
300 LBS /ACRE
TYPE
TALL FESCUE
PLANTING RATE
MAR 1
- JUN 1
25 LBS /:ACRE
SERICEA LESPEDEZA (SCARIFIED)
TALL FESCUE AND
* BROWNTOP MILLET OR
* ** SORGHUM -SUDAN HYBRIDS
50 LES /ACRE
I ■i
725228.9698
I♦I
"
AND
2 2
i�
r
MAR 1 -
APR 15
TALL FESCUE
2073494.1491
120 "RS /ACRE
�. �� •���A� i� III
� ����II ��.
MIT; M.
R
MAR 1
- JUN 30
AM HULLED COMMON BERMUDA GRASS
25 LB'S /ACRE
i' � III �` � .� � .
•
i i •
* TALL FESCUE AND
120 LB:S /ACRE
I
JUN 1 -
SEPT 1
TIM 725783.6036'
BROW 4TOP MILLET OR
35 LES /ACRE
4 •.
# SORGHUM -SUDAN HYBRIDS
30 LB S /ACRE
SERICEA LESPEDEZA
70 LS'S /ACRE
SEPT 1
- MAR 1
(UNHULLED /UNSCARIFIED)
AND TALL FESCUE
120 L.B'S /ACRE
NOV 1 -
MAR 1
AM ABRUZZI RYE
25 LETS /ACRE
TABLE 2 : SHOULDERS, SIDE DITCHES, SLOPES
(FOR SLOPES 3:1 AND FLATTER)
DATE
TYPE
PLANTING RATE
AUG 15 - NOV I
TALL FESCUE
300 LBS /ACRE
NOV 1 - MAR 1
TALL FESCUE AND ABRUZZI RYE
300 LBS /ACRE
MAR 1 - APR 15
TALL FESCUE
300 LBS /ACRE
APR 15 - JUN 30
HULLED COMMON BERMUDA GRASS
25 LBS /:ACRE
JUL 15 - AUG 15
TALL FESCUE AND
* BROWNTOP MILLET OR
* ** SORGHUM -SUDAN HYBRIDS
35 LBS /ACRE
TABLE 1 & S
CONSULT STORMWATT=R MANAGEMENT ENGINEER OR NATURAL RESOURCES
CONSERVATION SERVICE (MRCS) FOR ADDITIONAL INFORMATION CONCERI41NG
OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
VEGETATION RATES ARE THOSE, WHICH DO WELL UNDER LOCAL CONDITaONS;
OTHER SEEDING RATE COMBINATIONS MAY BE POSSIBLE BUT MUST BE APPROVED
BY THE ENGINEER.
** QR - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GRO`r' +' OVER 12
INCHES IN HEIGHT BEFORE MOWING TO KEEP FESCUE FROM BEING SHA!DE'D OUT.
"
WE
1. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMA 4ENT
LAWN SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL
DEVELOPED AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COIAMERCIAL
AREAS AND SHALL BE REPLACED IN KIND OF EXISTING MATERIAL BY THE
CONTRACTOR. AN APPROVED TURF TYPE TALL FESCUE BLEND SHALL BE USED
PER THE CONTRACT DOCUMENTS. KENTUCKY 31 IS NOT AN ACCEPTABLE
BLEND.
€I. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS
THE APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED
IN SEASON AT NO ADDITIONAL COST TO OWNER.
III, CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT
SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90%
COVERAGE, SUBSTANTIAL COMPLETION WILL BE DELAYED UN11L THE F^ DLLOWING
GROWING SEASON.
I. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION.
HERBICIDE SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED
BY THE ENGINEER PRIOR TO BEING USED BY THE CONTRACTOR, IF
PREEXISTING TURF OR OTHER VEGETATION IS MIXED WITH THE SOIL TO BE
REUSED, THE CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVI,4-G IT OR
INCORPORATING IT INTO THE SOIL DURING PREPARATION.
II. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND
THE UPPER SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5 -2 INCHES
OF AGED GROUND PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA
TO BE REPAIRED.
Ill. FOR ALL GRASSES EXCEPT CENTIPEDE GRASS, APPLY PER 1,000 SQUARE
FEET: 75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING
FERTILIZERS: 40 POUNDS OF 5- 10 -10; 20 POUNDS OF 10- 20 -20; OR 20
POUNDS OF 8--8 -8 OR 10 -10 -10 IN COMBINATION WITH 4 POUNDS OF
0 -46 -0. CENTIPEDE GRASS PREFERS ACIDIC SOILS AND LOW LEVELS OF
PHOSPHORUS AND MAY NOT REQUIRE THE ADDITION OF LIME AND
PHOSPHORUS.
Iv. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE
TOP 6 INCHES OF THE SOIL USING A ROT011LLER OR BY HAND. ROTOTILL
OR HAND CULTIVATE TO WELL INCORPORATE THE AMENDMENTS AND GET A
UNIFORM LOOSELY TEXTURED SOIL OF MINIMUM 6 -INCH DEPTH.
V. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL
GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND
PEA GRAVEL SIZE IS EVEN BETTER. HAND RAKING TO LEVEL THE SOIL AND
WORK OUT HILLS AND HOLLOWS. FOR AREAS LARGER THAN 100 SQ. FT.
ALLOW RAIN OR IRRIGATE TO SETTLE THE SOIL. IN SOME SITUATIONS, THE
ENGINEER MAY REQUIRE ROLLING OR CUL11PACKING TO FIRM THE SOIL
BEFORE SEEDING. HAND RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE
BEFORE SEEDING OR PLANTING.
C. INSTALLATION;
I. 2EWMAL
a. SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3.
b. THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL
BE SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED
PROPOSAL, OR AS DESIGNATED BY THE ENGINEER.
C. SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM
OF 95 %. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER --CROP
SEED OR DEBRIS. SEED SHALL BE FREE OF NOXIOUS WEED SEED.
d. SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS
SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN
GOOD HEALTH AND VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM
DRYNESS, ADVERSE TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER
CHEMICALS. SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT
ACCEPTABLE REGARDLESS OF CONDITION.
e. THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS,
PLUGS, OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH
INDIVIDUAL PROPERTY AND SHALL NOTIFY THE ENGINEER OR INSPECTOR OF
EACH DAYS PROGRESS.
ca, SOW THE SEED ON FRESHLY PREPARED SOIL. ENSURE UNIFORM COVERAGE
BY USING A CENTRIFUGAL (ROTARY) OR DROP -TYPE SPREADER. AREAS
LARGER THAN 100 SO, FT. SHALL BE SEEDED WITH A MINIMUM OF TWO
PASSES AT THE APPROPRIATE PARTIAL RATE FOR EACH PASS. FOR AREAS
AVERAGING GREATER 15 FT. WIDTH, APPLY HALF THE SEED IN ONE
DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO THE FIRST DIRECTION.
b. APPLY A STARTER -TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE,
10 POUNDS OF 5 -10 -10 OR S POUNDS OF 10 -20 -20 PER 1,000 SQUARE
FEET AT THE TIME OF SEEDING.
C. LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR
CHAIN -LINK FENCE. ROLL OR TAMP TIME SOIL LIGHTLY TO FIRM THE SURFACE
AND PROVIDE GOOD SEED- -TO --SOIL CONTACT.
d. MULCH GRASS SEED NTH WEED -FREE SMALL GRAIN STRAW OR HAY. USE
ONE BALE PER 1,000 SQUARE FEET FOR WARM -- SEASON GRASSES AND 1 TO
2 BALES FOR COOL - SEASON GLASSES. STABILIZE SMALL AREAS OF MULCH
BY ROLLING, WATERING OR TACKING WITH ASPHALT TACKING SPRAY. TWINE
NETTING CAN BE USED IF WIND DISPLACEMENT IS A PROBLEM, IF APPLIED
EVENLY AND LIGHTLY, THESE MATERIALS NEED NOT BE REMOVED, LARGER
AREAS SHALL BE STABILIZED BY ASPHALT TACKING SPRAY OR TWINE
NETTING.
D. CLEANUP AN INSPECTION
1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE
SITE ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE,
AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO
ADDITIONAL COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A
CLEAN AND NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION
CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE
SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE.
€. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE
SPOTS, NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT,
WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR
EACH PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE
MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT
OF APPROXIMATELY TWO AND ONE - -HALF (2.5) INCHES. THE LAWNS SHALL
BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS
VIGOROUS AND GROWING WELL IN ADD111ON TO MEETING THE OTHER
REQUIREMENTS SPECIFIED.
III. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT
LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION.
IV. FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE
REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE
ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF
INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED
AT THE TIME OF FINAL INSPECTION, NECESSARY REPAIRS SHALL BE
PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS SECTION.
UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE
RE- INSPECTED UPON WRITTEN NOTICE AS ABOVE.
TABLE 3 : LAWN SEEDING
(COOL AND WARM SEASON GRASSES)
TYPICAL PLANTING
RATE /1,040 SQ. FT,
1 SPACE 3
LAWN GRASS PLANTING DATES SEEDS PLANTING SPRIGGING 4
MAR
1 TO OCT 15
TALL FESCUE (AUG 15 TO OCT 1 6
OPTIMUM)
TALL FESCUE /ANNUAL 6 FESCUE
(WINTER) RYE OCT 15 TO MAR 1
1 RYE
BURMUDA GRASS APR 1 TO AUG 15 1 TO 2
(SEED) -
BURMUDA GRASS 4
(VEGETATIVE) APR 15 TO AUG 30 - 5 5
0.25
CENTIPEDE GRASS MARCH TO JULY (�TO
0/� 54 -
.50
ZOYSIA GRASS APRIL TO JULY - 54 5
ST. AUGUSTINE GRASS APRIL TO JULY
TABLE 3_OTES-
1 - SOD CONSISTING OF COOL - SEASON GRASSES CAN BE INSTALLED ANYTIME THE
GROUND IS NOT FROZEN. SOD CONSISTING OF WARM - SEASON GRASSES CAN
BE INSTALLED AS LONG AS SOIL TEMPERATURE EXCEEDS 55' F. (TYPICALLY
APRIL 15 TO OCT. 1)..
2 - POUNDS OF SEED PER 1,000 SQ. FT.
3 - SQUARE YARDS OF TURF CUT INTO 2 -INCH CENTERS TO PLANT 1,000 SQ. FT.
4 - BUSHELS OF SPRIGS PER 1,000 SO. FT. (1 SQ. YD. OF TURF PULLER APART IS
EQUIVALENT TO 1 BUSHEL OF SPRIGS).
del "m mmwmlli!
EIVIYAIJ
725118.9690
0'i " •0
00
•0
m w
7253 91.0 0 L L
I I3, i
� s 1 r1 ICI I
`! 9
I 1
I ■i
725228.9698
I♦I
"
725228.4249' •
2 2
i�
r
Tr
M44ro-MUNVAN'
2073494.1491
�� IIY
�. �� •���A� i� III
� ����II ��.
MIT; M.
II 11
726153.1675'
.2073486.9547
�'
11 ► r o� '� � • C�
i' � III �` � .� � .
•
i i •
.2072902-9721
TIM 725783.6036'
ar r
725872.6632'
4 •.
J YO.[IF, C.t"ITIOjYO d«rAiVD x}8.1,' SC.PQf.LICE,SS6.:.1,/.IAIE •l A.iYdl l.:.ROSIOAI C'OiY ROL..DiCwLF- IAISI -' C.d S.i"'fY,i4!'liLl4.FRAiVi
THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND- DISTURBING
ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010. THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF - MONITORING PROGRAM OF THE NPOES
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF - INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED
IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 4B.0131. THE SELF - INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FROM HTTP: Z /WWM,DLR,ENR,STA N US&AGF�IISEDIMENTATION NEW.HTMI- IF YOU HAVE QUESTIONS OR
CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (919) 791 -4200.
GENERAL NOTES
1) EXISTING PERMANENT UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. SHOULD ADJUSTMENTS OF PROPOSED IMPROVEMENTS BE NECESSARY
TO AVOID EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE SUCH ADJUSTMENTS WITH THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
2) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE TOWN OF GARY'S "STANDARD SPECIFICATIONS AND DETAILS" AND THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES ", UNLESS OTHERWISE STATED BY THE
CONTRACT DOCUMENTS.
3) THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR ANY ENCROACHMENT ONTO PRIVATE PROPERTY. THE TOWN OF CARY SHALL NOT BE
RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR AND PRIVATE PROPERTY OWNERS.
4) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING TOWN OF CARY UTILITIES, INCLUDING WATER, SEWER AND STORM DRAINAGE INFRASTRUCTURE, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEERING INSPECTOR AND THE TOWN OF CARY PUBLIC WORKS DEPARTMENT,
5) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING UTILITIES OWNED BY OUTSIDE PERMANENT UTILITY PROVIDERS, THE CONTRACTOR SHALL IMMEDIATELY
CONTACT THE PERMANENT UTILITY OWNER AND SCHEDULE REPAIRS. THE TOWN OF CARY SHALL NOT BE RESPONSIBLE FOR PERMANENT UTILITY DAMAGE
CAUSED BY THE CONTRACTOR.
6) THE CONTRACTOR SHALL NOT BE ALLOWED TO BLOCK STREETS WITH UNATTENDED VEHICLES OR STOCKPILED MATERIALS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MOVING UNDERUTILIZED OR UNUSED EQUIPMENT AWAY FROM THE SITE, UNATTENDED VEHICLES SHALL NOT BE PARKED IN THE
CONSTRUCTION ZONE OR WITHIN RESIDENTIAL STREET RIGHT -OF -WAY.
PROJECT ADMINISTRATION
#) THE CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL -TIME, ON -SITE SUPERINTENDENT FOR THIS PROJECT. THE PROJECT SUPERINTENDENT SHALL BE
APPROVED BY THE TOWN BASED ON REFERENCES AND PRIOR PROJECTS WITH THE TOWN. THE PROJECT SUPERINTENDENT SHALL BE ON -SITE FOR ALL
CONSTRUCTION- RELATED ACTIVITIES FROM CLEARING TO SITE RESTORATION, THE PROJECT SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT BY WRITTEN
APPROVAL FROM THE OWNER,
Signature
RBVISIOns
SHEET NO.

�
- -
-
-
, \ ------------ ��_-_, ------- -------- .—.7.--- , ­—, ----. I 1 __ __ - — I I "I � . � � , _1 -,-- . . .- k �IZVU4 #Lffr .KUAV �.,4-L-L-L-L-4.1) I f ! At' I ",- r, I .�-' I -------- ___ I I I
I , p �'�-- _ ,_ I ­_ - I I - � - : 11, � . , I � . I , j\\ 1\ f 11� - - -- _, ___
,(-I � A�,P­ . " ", I'� . v ­ I � I � CARY JVC - I - _.�� _­1 -------- NOTE
, , __ - I I � -1
NIP I "" \ 1 \, - -11, I I I � - AVF I -1 _!,
GARAGE - i; I �; I I 1� I ! ; - ,�, _ THIS PROJECT'S SURVEY WAS COMPLETED BY
�
I
\ �", \ " " . I I I z ­-, I �, r, I'li 11 �-,4-7�-�,75 ,,, I t I I N ROUSE, ZEBULOAr W I ,_,_ NIF _�,� INEERING DEPARTMENT, <
\ 'FREPY D �I '1� \ , I !.Ll, ­-4- --r,-_ 1 21
LAMNING, JE-F .!�� - , 1 � I , . -_ I-, , , , � T_ ,�, ,,, ­�� , I �� t ­ REMOVE AND REINSTALL 6809 FRANKLIN HEIGHTS ROAD ENATIFER DA WN ,�, INATES BASED ON NAD63, Af- q
"I 2,905 COFiLEY ROAD N , I - - t Rqv-39�N'� ,-�, I " , �r� � � \_ ,<--w, ;�/�, , lii� ,; - "� , g� _ . ;; L " JOHNSON, J ,� ALL HORtZONTAL COORDI -
CAR Y NC I \,� - I ,0 -_77 ".,t, L I I 0, �, -, - �, I I " ?­� _ ,� ' CAPY NC -,, ALL ELEVATIONS BASED ON NAVD88. 11
­_ _ \L - T' - I _,�, .1� � I I IVIF i, PD � ,'I I ,_-,.� - I % MAILBOXES AND SIGNS AS JOHNSON, RELLYANAr _� ?_
I \ -I; - ,\ 2 1, � -,,- - I
� I I , " . - . - � I � NECESSARY. / 1�, 16
-
'( ON �_ � " _�� � �r 'X I I I "L , '\,' .� , �_, �__ I CAB I � _ --------- - ------------- - --- I-, I "" - I"" 6813 FRANRUN HEIGHTS ROAD " >m� 0 3
-
\ \U1 1, I ", -_,� ., , 0 �fpAl - I \ 'r, ,,(I I - 11 � ,�­�n � 1�1 --- � "__ -,P-,- CARY NC \ . 0�� C
- . I , 2 " 11_��, - �, '' "', I ... . 11-1 - _;, IM - j_,�--- ""� I ,_" DB 14540 �',� " I 1<
�;--,\ ' L 1, V.
\ I I I I ''I , I � i, ,,, - I .: 11 % 11 � - - 0- I I __,/ \
, I 11 � 1'� I � . I ,�,-, ,� " I I "�, \ .
I ��:��,, I 1, ­_ .. ; � . ; PG 1174
PC 0352 1 S \ " \ ) , - "; - 11 �� - 1;, I- � PIN 0772-25-8155 �)
DB 05182 _ �, " �,� z ,
\ , I I -) � tl�<11 -, � , , i I � � A--,- I \ I
I ,0 ", ,,,- ��N '. - 1, ­ -'f' I ; , �,
I I .; "! m,\ , I I I-\ , I I - � - "I , - 11 , � \A�l , 1z \ I IT- 1�
-1 , 'P'T 11 7 jj / I A I DB 09764 1
\
LXISTING MH \
"" \
"� r 7
�1' 'I'N'��;�=2�6%7_07 /
11 - INV WT�,56.3.93 / / \
11
/ / \ \
,,�, , 396. I - 1� � - . -_ �,� .�� I 1'�� / I
" �'j .1 ", I )_,E:�,D ',f 11 , f I , I - A . �____ - ;, PC 1441 1 11 �_'
. � � , 7� ", 11 � I 11" , � I � ,
I \ , , . , L I I . %V - . 1, �_vo - ez �t� q� // 11
", \ I IG I � ) , � ,�, %, I ___. . j, " . I I I I 1 C4
11 I - I � i d I - ,,, /' --�. \_t f ;" I � - - to
" Cmc N­ ,,, I I � 14 \ , I ,� 0 1 T ; - I - - , "' - 1�, I , / j - I - I 0
�1. I I I - I I \ .�L_ I I I 1 4 ` -�, � A, �". k " I - - - _­ m
I I I j�� "� , � ,-, " -, � �. \_-N � I m
- I � \, L�,' , ") � -­ -_ I I
V", \�_'; I �'L,,, , ' , " K - i - �, �,11 � " / " ", - - - — - z
x __ � � I wo I 1, 11 � "I I I F �
I , _�t, , , ,"I I ! , / ". , , �
� -P, , I `� L �,q�\,", .j , IFFE 431 05
,,,, 11 ,� , I , ­1 � I , , A i , - , I/ % � " NIF , -432.80 It
I �� \ , , , ((, % FFE CROUND-428.24 I I \ to
\\ ,\ �7 � I y .. "N \, �� I .� . � I I 0
1 1 . r . , . - " � ' %' '-�� ,-,"\' � I SHEARIN, ROSE W " GROIJINID-430�37 NIF
"e, , , ': �.� -t , . � - � - ) � I'l , I I IT
_K1 _�/ / -\� , I � \ , .,\, � ;_� ,7, 1, \� L' ' ) � I Z ,j V I , �� 6801 FRANiaim Hvcmis ROAD __`� % WOOD, WILLIAM A & JEAN H
,
, �'. � I �, 1, -,, � i . i � ��i - � . I I . I . , / A �,
" ,�4' �_ \ ; _% - '_", ,. ,�� , - lz.;�_ - I � � �, I 1 <
,
/ 1%, . :11 j L '114 � f, .... _� \'' I , . _1�
I
, _ � � \ 1� �,. \, I I � ,,-\, ,-�� . I Z,901 PINEY PLAINS ROAD
,--.,' , I" " , ��r\,. " � , '' , �1�11 - X .. ; � � � SEPTIC � / CAR Y NV 4­0
, , �
, , I , I � , ; � i TANK , -4-1
,
� , , � �
11 � .. �", '? "I - k "I xc�.� � I ­-
, I - , "" ,� 'd '. 111�'/ 4,4-4�4� � \
" 1� I � ��) ,, �� � ,,\ - ', I I ), /IN�j� 3.� '161-1, 1'� - � I L ,F�
\ - k, \ 1� " � - _ lor, \ c x
�
,_
I'/" I � , , I 1�1 ­ ,�� i P, � � � � 1; \ ,, k � I 11 - � � I 11 - �,� I CARY NC ff IL m
� I
/J,� _�, �4,�.), k! .1 , - I _ I * I !�111 \% , )-"14 1 1 1 1 1 1 I/ - 11 I// I 1-11v offZ-30-2163 I I -REP R ASPHALT .,- -- L\, ', R a W 0) W�
-) 0 'L I ,­� , - ". ,� �, � , I � I -
/ Z ,f-7 ffE­397,90 , , ; I , .- 1� %. � 1� � 1�_�:K-, I 1\1/ P "k \__ - � � I . 4� 11 ­­ ­_ I
\ <11 FFE BASEMENT-389e 9�_ 1 ,5',,--: I -1. � 11 I 11 �'11 11 I � I�Q -11 " li SEP -RC DB 06-A DRIVE'WjkY-1PER­ --' ., I 1, PIN 0772-25-6244
le I � \ , I ­_,�_ '' I I I I
\(,, GROUND-38&59 / ? ­1 i \ N - I .. � �C. I I �j , I FFE=423.95 PC 720 'el, - WELL , I DB 01590 8
" �, '.� � I I 11, 1, ,� ,-,, � I � " 11 �11 . 1,
\ " , 11 - , / I \ ) E :3 "
/ I , ,�, f,r � � ��, . \\ I I , - IV-3 ,,, I I 11�11' - I �� - � � I , FFE BASEMENT=414.35 SPECIF1CATIONS v " I _, � (9 11
,
x , �, I . - � � , , t0f*38M�(12'� ,'- -I-"ql � , t,�� /-.-- ----/ , ' I "FIELO t 11 11 � ,� , PC 0111 \%MW v QL q
, f i - I ­ �) GRDUND=414.36 / �, �� c " i
/ ,--,*' �, " L I I " 41\�3�,0,7 " Y� , I % 1, . _�L,) � �L � ! I e�," AND DETAIL 05000.01 \ /, � / 'I / , , �
/ \ 11 1�1 \11,11 I _ � I , � I , 'z , � _� � k �L � � 11 I � � I "I . , ..� I , I _! " 1: J' FFE=431.67(NE)
.1 Q - f 1,�;. �, .
\ - \�` ;: " � C " I I - I �, . a- ,U I
, I I " I / I I �.�, - '� , � 11�/ TDTAL-210 LF. "Z11. m E
� � I ,,� ,-' �� I I - 1. "', "'j"'/ � \ " - f FFE=423.48(SE)
,\ n I , - , , f -423,48
".
\ " - - Rm-,M* (Z) I __�' � k � /� � X , t \1 \ 1, ' I I , % r I - / " � �_,L \� I �, � W (.) 0
ORARY \ �377�7 1 "� r �� , ,,, I I �, / , CLEANOUT I , , % IV. r ��_ I r,. , I "
/ I I I / WAY, WELL ' ,,,- , � � '��, , 'r (TYPICAL),.,,
� -_ CATIONS SECTION � jgj r / �, I v �§ ( f - ,,�
� - ,1:e�, � . ­_ I � q __ � � �&a _-, I I % " , � � " , �) (00) - ------&W- I � �,
e %il,� \ .1.1 I , _ i% - 3� \ ,
1� TYPE III 2017 COnEYROAD - __ V..) , ,, ,- , �m , I , �N� - - L, - ,
__� - � REPAIR CONCRETE DRIVE � "I 1� ,
/ 1-__1' ,_ -I' � THE ONTRACTOR SHALL:\ % � - �\> -
TEMP NIF 11 _-NN 111�37,3.11 11 0 \ ... � - � " �/�
11 '1V 0 , � , _
LEON T� \ 11" � I C 4
" ARD, DA VID E & COLLEEN s , - � I � V OUT��37 I 11 . I 41 ; "' , , i -
� - I IV 0 - ` ,'�, 11 11 -_ 0)
<01 <, CARI, PC 1,7 -- - - _\ - I , MEASURES TO PROTECT \ , � p 1- *-1- � , - . 11 ­_ - (U -
BARRICADE N z \ � I I ,�, I ", , �� - *95 . \ I \ 1 PER SPECIFI 1�. -� _� I Il. , :.;. � �_
� I � _ -__ ,4L_- - " I I I - p ., li:. T. -\ I I ­ - I _�
- ,� , , , : - � A*
\ .., ­ __7 AND PRIESER ��, �% ,,,� �-'-,�� �� � ­ ­111 1111�hl:_. LO
I , I , 9- , L --- - . r 11­ ----- - - . , 9 1: -
'\� 114, . , " , 25."7,8�_" � ,�� / VE THE ,\\ \ \ 1 ,I 21000. TOTAL-10 5. - �, .- - � � _4 I TYPICAL) , - INV_11A%­__ - -
�,��, PIN 077-9-10 ,�,,I, ,� I r - � , . � 11 I , � � k­ \ \ _ , __ --- /I ",
- -
� DE 12467 5234 I', , � �� I ,I I I �� � _, , - - 1, 77- --- li. -_ � - ,4..*2fi4 " _ � ­.- - - - _ I -­ -
, � - , ": , I- � , \ � �, ` I -,- I EXISTING STORM DRAW \ � W _: -1 - -- , - I
/ ��, 11 '__," PROPOSED \ 1?�_, -1 0�1 " I , - I I ' - ' � \ , \ , , . \ 1� - - - ___� I - � � - __ . - , � I
/ x I,,( UTiLITY & PG 18-99 1 - ­ ,,, ,\ 11 , - TI , ', �- I I ,� � I ­ % - I - :�__:N ,--�-__"'��,� "
- - � EXISTING SEPTI(� .-- ",.-�,` I ,�, ) VVE� " -1, � r I ', I P, \ c, , �t ,� 1� � I . L , W,q. Sf----___-__-_____ -- ----- ­- ..r.. C q
'Y ., 'i, L / , , � I .1 8x - --,.--7- 1
; - k 1-1-- - lb� �_ _� - � a)
37 A 11 - � 11 �
\__,�­ , L,� I �, - I � , . �'_L ' "� � � 11 kr I ­ �.� * - . - �-��—"��_ - -- (1) z
,��,'L r,, \ I- , I *
L , I � I- "'�rl� L 'r, \ .- --- .1 -
"
­1 � .1 'r . , ) . . I I / � .,�r ,-�­' � '-: ____________:__� � -- �!_-----____,
, , I- - " � , I- =-,91 Am , _� _. \ I - - - � - -------, �7­1_1 3� 2�
,- ,',- , ,- - ��' \ , ' -_ ­ f , I � ;, , I ­ :::� - ,
I " -.,., - \ PIPELINE " J,14NE (AS WCXTED . `� � , , ,�",L'f L 11'= 44' - :), I _-__;_ C)
I ?b t UN-Tlr : _ /\ 0"i � 1, - j % , , - L " I . - -
�
11 -) EASEMENT ,_"-� - - - N � I , -- - ." ­ '�'? � , f , PROVIDE GRAVEL :�.,, ,�� ) '' _�___ I- - ,�_____1_7 __j.:i;:6 , C 0 m
" � � -1-1-11 � , CONC,// L ___ 00
k -� , - - '� L., - __ 11� __ - ____ -
-
/ \ \ I-- - I rNv1"UNMfNTAI_ ,�" e, � , I - \ � I - - - , -".-, - ,� -
.__�, " I I" . % E 1, � I I I - - .. —
` ,,,* -N - SER - I,-,' � '1701�' 1 � - I o :� - 1:� ,- AND RIP RAP FILTER'- ,, ,,, 1, � - - -1 _w�/ � - - , �6+0u- ---,_____�� ---- 1
-
/ 1�1 V REPLACE STANDARD \ \ \- L% - � N��, % -, - _ , - I _t - \ __ - SF_--� - ----- �� 1. � I .
1 4, li, _-, VICES) - , , IL -1 7 �� , \ � - ­77 __1 - _ - 11 CY) I— v
g �,/ ,,-,- � " Jlf5,�), , C , .- �r- , , FLK ,- INY -415,6 r _ _�11:_0< ..__ �7 I 7 "' - ., ,-".
f�. � I -- -�,Svz;;;-- _- - � - - -1— '­ ­_ SI L _____1W 'I.
___,�,()
/ , I �( 10-FT WIDE ASPHALT \,p - _�_ _,­ - - z � �"_� � I ; \ �, � , � BERM BASIN "\ J "I, , I 5_6 - -- -_ r
/ GREENWAY TRAIL \ \ \ -- xl// � 1� �­_ , - r � .. ,.DETAIL 04000.04 � - � _,; �, 1�� I . 1-1 --- ,--., AW C 0
� - --­� --�:�s " " I C? I ,��,,j , 'r � - , � `�_ � , - - - � __ ��_ - � -_ Z� - I
1� � .4111 N I? Uj >1
'
'
/ TOTAL-25 IF e' �, ,, - ,�,,r I � rL� � 1, ��, .1- � I 11, I — 'Ir
__ I'll, 0_00�1­ *
/ 0 ��' ,(" �­_"L .­ " ;, 1, _--�, �, � D lo �__-­­ J4 1 �� — - 1400 _j E
, \ N, - --- , L� / \ � &
_� \,,�--�A ,,� ,_�___­ - "// �� X- , . . i
1,-"t - - _\_ - _., ��, g /' - - _i
� - /'­ I ...
I—, I Ill _�, --- I 00--o-p--wo I I - I - -
I ­� , ,� ,% �, / 001001 ­ � ------­--, -,, 10
- 1<1 "I dl� -�', ; , 4--, "k- - - ��- ", , - r;-;�'� _ , (D
3\� , I n, I � ,� " lr�/Fz_ � 1, ,
"�
(4 . ,S-y\ 2,� - � - ,�,, " _11 � 11_____� INV,=4 , - ,
- __ , / 11 11 -I,- - I ,�:_- _'�'C'� ,.r, ,
V,�,\ 11 I _Ir ./ � .... � I ­ , i-422
- - 4 , - '." " 1. - - � - �, 9 �� - __� . ", ­, - � _��� -
\ I ,� % -�7 - /' _­,�� . _ , , , �� ­ �
_1* - -_ N�, �� I -_ , �,_� ,FP I ,." �
I I I -, �_,�_11? 11 I 1�� LINE 7 V=,37��,8 ,?r � � , ---
I , ;0_�� L I
c -.Vl - \ , I -1 4 ,,,,, " �� ,�, I \ - N�_ _� -
I I EXI-ITING MH _ -­ I- 1. I 1�� ­ �, _�� ". _-__ __ LLLLL __ I ), \ - - __ . ­1 1, I � ON C �:l \ �_ : ..... I
_� � 1, , --- .�, �N­- __� 1_=1?1 � r z
RIM=,374.34 . klrl' . .1 I ��� 11 -P, �­ , � i�, � ___ - _.= )`1 \ ,
- . ,;, � '.. _'t-_ _,J�p� � , � , � � tl_v - _-Z r . I 1,
�:,_�,Y. �. ,vr ,� ___ I ;�:� � I . I 1, - I I -
v - k , 11
NV OUT-365.7 / ... . �.7', 't . ­____ , . i \ ___1 - ,-_��- I , A m
. , �', i . --- � , ,- I '11`�� . � , ___o� - _�:� I I
" -.,­ � . " --, 1, �- LL
I 4=72'118.97 - _ � � ". ." -% ,A - L " L _ � ;� - \ U, - 11�', 11, N ,�,� I .,
,=2073706.43 � - - - �­ �� ��� �e / " � �, �_ �.___�,__ - - I �/ - I GRAVE �1'1
__ I I � I-- I , , *0� -- -- Ny -4 I - I
I � I
/ I ,I- I � I- - - - �'L , , ,1 1,:� 11, 1, , ,� �. " I., I- 2 _� .
-
L, \ _1v ., 11 - , L� p, , \ -_ - - - -, 1% I . L __� $�, ,�_ - L" ­7� � I , __ , I � � , I
\ "I 1, ,z ��_ 1 , .�� \ , � - ,t ­� � . - - - , � ... I 11 -7),(,,, '71 177\�_ " `__�'. ��',_j _,4 : *
I \ 111111111 \�, � , � , / � , � , " _`:_ /-- -- r ,1.1' ::�7::::!::� CQ�C� e -1 ­
- I I �/ , . 91
-
I ;,", "',�"O:,", �: .- - � , PjRMOSED EPTI ' -, I .r, , ­' -\ 3 1 , // �C _AaPLNI�' 1 " ` ',�,\ �_' - � , L "I - ___ . - j � , ,� I `
-
�
.�'y � ;, �) / ,,, _,�_,,
, I � -
/ � , / I T �
F � '� ,* � \ ,,r ", ., / . ,,- _ I � , �
I ". -:,. ) , - CLEANOUT ,-'/'/' ',4'"� ' � L/ � I - _�________� I - � __, -
,) IL - ­L - - - ,
� 'I, �. , r' I _­ - I r I ­ �z" I I I _� L 11 I � , I 11. , I 1, 1, -, %
, ',\ r C I (AS k , I �, I I � '11'� I I , I I
­- : I \ 1, LOCATED BY whr" " , - ,�---­_ � � 0 ' -� 1�' � I _ � 11 - .; � ,� I - ­ % , - , . \ I CARY NC 4 1
. _A ,__ , , �, , '- , , I , I ��_­_ � r- - - � -�- '-- I r'l � , _� i
I TY L " , , ,WAKE'tOUk Yx '�" � - I ­�,:1;1� .. , . , , ,r, I ,
'. - " �, 7� " _Ir �� " -
EMSTING MANHOLE PIR , `_ *',- - ­ \ I -I- L . '�11, I � _f� ­ Qnl* I "
1. FIELD VERIFY INVERT OF - _ I I REPAIR LINE (AS ),, , , - I , ' ' EVS 9"tjW [IC, / ", I I � - � --- ����� I HA YES, BARBARA V
, I , __1 .. I I 'I, 0
"'Flk \ � 1 2817 PINEY PLAINS R
JOR\TO . . I I ,�, ,:�CA, _, 5j ", , ',I '� ozo - - , I
\ 1, . (TYPICAL) // r -_ .. � ­ ,
, t , I -1 �� I 11 " I I I ; "\, I ". I
0% ,% �_ I � O% x1l", I '* WAR9NMENTA - � I i �, , ,
" ,/,/"\ I ___ 0-1- ­ _."- G,I-A
.\", _ _\ , � �� D (D
I X\- - ____ ,� N1 ONMENIA�_ �,' ) / I 11 I ,� L "'4 ", ­ "I 0 �a*,�? ____�'Io -i- L I � � ", I � - � I I " r , I �
I , ll, " ,jx, ,� I \ I �, 1,
.
2. CONTRACTOR SHALL PRI ; SERMES) � 1, I - ' ('_� �, _ - N, , I I , 1�
I I I 11 I �_�, rrr I I I
I I / / � "%� - . 11, V A4' 11, _' " '1161��, 1, � 11 1 \ , 1. I ,
-
� L, / RtPAI LINE k I , , I �_ .... � I I j I ")", 1� � I % \ / -_ �_ - %. � �, I \ I � ... � - DB 0,2854
, \ r", � _ .I- 1. -7 1, Y\_.�. '�,_;111 , t� � � � ------ 11, "I - 11, 0 PG 0360
CON "Z ,,W�L ,,, 1-1 - , �- i ,� , 0- , , , `�v -- - ;". I N. I \ \ I I , -�,
(SEE DETAIL 04000.23) ,� � '�____ � '4 x o
' I WOP 1� '?"' ' �!� - - I PIN 0772-25-6423 ,',
b1L r FENCE OUTLET ,, `�L � / S E/P/ ' �zl 11 I - ? -6 \ `
__!:��§),_-
,P\ I --- 'I I I I
ANY CONSTRUCTION. \ _ _4 � E � �'L ,�', -
I
DVIDI� I t,\ I -\ 'L � , - ,_
AN APPROVED CONNEC11ON TO - I , � ­ - 11 11� I I , 1, " 1� WELL
EXISTING MANHOLE NEe-n& \ I I i , IVR- LOC D B'y KE - --- --- I e - � � . Il- �, � I Fmm�
i , ot�ffivf f , � �`�L - I I �_ - �_ �� ,,, I ,
�
TO MSTING MANHOLE SHAM 4_\ I , i I / I CO NTY, -- , // I I - 11 1"� , \� - __ _-, . I I . I—_ ­ -2073 A` I \ \ \ , L �t �__, I I I �_ - - ­�� " -­ FFE=43157
" F�_ 1�
� \<��\ , _11 \ � I 0 �, �, _\ - --- , - - � . " � � __ I I 1'� GROUND-429.
. "I � i �r 11 I IE VIRO i TAIL // ,C) , " I C I ,\ � I 11 \ f ,;C,cj - I I I . 11 I
BE CORED THROUGH BENCH VAK TRACTOR \ , " - - I f "I I " �p - - I V1. j - - '�� - � 'I" - I , ��, \ -',,, r ; � r- "I 58
U�\ CROSSING #I-CON I I Y I �. 'N "�� ' / �r ' I ERViC / / / 11F I - � - �4 - - - 1, ;� � �1, � �111� � , � , I" ­ I I \1 ------I I i � I 1, t
\ "'; , . � , "�. - ''. ,� � I ,� % --
V41TH A CONCRETE CORING I ��y I / (?11 - . I - �
I j I 11 1� 11 ! , ­ j - - I I L � ------------------
PORARY , I � / 11 ) 1, I I - I - I . 1: A t I
, ,
, I . - - . I \
MACHINE. RESHAPE INVERT AS \ SHALL PROVIDE A TEM ' I "I y-, :,, I , / I --FE=4C1,95 , / / " 1, - I �, . I � 1, , 11 I I , I I FFE=424.32 I FFE-427�59 11
L I ,,, "I I -1 -r �7-rr7-7-17-71
NECESSARY. STREAM C , _ �� ,� J91-1 1 . ii, 'I, I � ,___ - \ - I � FIFE BASEMENT=415.17 1 7 '
ROSSING (WE DETAIL \ _`­,.__ -------- I- 1 , I , j ' .ROUND=391,26:: I , " , ;;�7�� i
. ,� � ­', �il I 1-11 FFE=421,21 1, I GROUNO-424.65 �
I 1, \ � r'';, ' '�' : I I i
�/­_ , I � \.., , '1_1_1� %, _ \ GROUND=420.57 I
I I - " / 1
3. PROVIDE SANITARY SEVER 04000-11, SHEET 3 OF 3). \ SILT FENC � '�-) , k , � I " 1. .11 1,-, ) __­�, 11 , FFE BASE,MENT=412.30 "I I ", I . I
) INSTALL RIP RAP BANK OUTLET ?, ­ I'll, � . ,� 11 I . , I , � . I . '� 41 1 / / �/ _\ � 11 1, 1, / / " I I , -1-1- GROOND= 1 428,2 / / z
STABILIZATION PER DETAIL MS I I 1 4' ,� , ,. I " I ,�� I I . . I 1 � I ,� ��/, I I \_1 I 1'�� GRPUND= 415.48 , L, "', , W
PROTECTION (SEE SM DETAIL \ 5 1 "I / �
\ 1� I �� " r f I
I
070DO.17) �1. -02 \ (SEE DETAIL �1 - . ­i, I I . ,it � I i ­ I ", \ _���Ly I V do"%
1�� I'll I / '1 'I 1. ; .. 1� 1 , i - 1"�, I I L It.-) _j
11 04000.23) 1 1 1 1 r A, , NIF AVIF
�_> 1, 4/ 1 .,�� I - 1 , '' \1 I % ""�, TROMSOX, DOUGLAS KILE nE m BROWND 1_L,1_"_4,1_Z_"_1_4.4�"�
. . I ; ,, 1/1, I �, 1, f , � I . "I "�", I" I I
� I" " � , ( 1 ,�, I , : � , , I—, � , , .! 1 / ,­-, I 1 6812 FRANKLIN HEIGHTS ROAD I
kp % 101 , 11 L i., �, � , IV CAPPS, CA � 144-4-11
, .: , ,
T04PORARY I CARY TOWN OF \ / / " ,� I � . , � NIF 11 ,,-,,6876 FPANKUN AZIGJ"S ROAD I U_
? 2 1 1 , CARY NC
\ � If V�'_ _S1 � 1, ,,, -< _ I, NIF __ , I _ " WOODALL, KEVIN M & CASEY / "I
TYPE Ill 118 JESAY RIDGE ROAD I 11 / i � � 4 1 .' , � I \\ ROMERO, CABRIEL 0 CARYNC " NIP ,
� "
� , 1, _k. ill .: , , . . " 11
BARRICADE 1� " 1, 1�w :1 ) 'R MERO, CABRIEL. 0 % 0 FRANKLIN HEIGHTS ROAD _", , ,,PIN 0772-25-8474 6820 FRANKLIN HEIGHTS ROAD / z
- 11, " i N/p ,�, �-,e � " I I I ,� `:. I ; I 1;i .bft44fKLDV HEIGH7',�5 RuAD \ \ v CARY 11C EL 0 ,�_�_ PIN 0772-25-9472 1 I" DB �, :
I PIN 0772-35-7232 "I ,� �" , , �q, � --, _____11 , "I _, I ", (n x
1�1� CARY NO ; / __ _­ I
11 , Is- - , __� " , �_____ - -- - -------- NIF 1�1, t- " 0
1, / � FFEI. CHEN �. 1 � , " . � k' � S :: / ROMERO, GARRI - C4RY NC I W
, I DB 00000 \ "I I / / I I , 11 I 31, � I , � ; i , I I A 6804 FR4AVICIN HEIGHTS ROAD � I- _,- DB 09641 -, ,,, PG 0000 �'/
NOTE. ", PrI 0000 \ / � 2809 COWLEYROAD 1, _1 � I �� �y i - j., I �;' 1, ,�, , C RY NC -S5-2401 � --- I I I a-
" I / , , �111­ 11 . � PIN 0772 -k!q 2747 , �_
I" \ � ,I CAR Y, NC 1, � - . 11, I 1, k CARY NC _ ------------------- 1, I PIN 0772-25­7476 ,,' I
� - I'' 1 9 , � j j � �, "'e, "I
ALL BRIDGEMATS INSTALLED WITH THIS I ,� '4.� - 114-1 I , , ,,; � \_,_ DB 12530 ------ , , -_�
, � 1. �, . �� I I . P * -� � -
� ,_ _" , ­_ I . I ,!, 1'. I i 11 i, � � - �_ - PC 0556 ,�, �1 1��. I I I
\1� PROJECT SHALL BE CONSTRUCTED VATH I -, �� 'I � �� - � I 1, I I - ---_ - PLAN ,_ - 10 i�. - __ x 06 I
,
� ___ _, � PIN 0772-35-5490 / I v � � , _,<� I 1 DB f2530 � I PEV 0772 '35-0492 ,,,�,� PC 0754" 'Ir - �
, SOLID DECKS AND SHALL HAVE KICK ___, -, -I,- I DB 11 � 4' :,��,;',� "'2,:' �� . PC 0556 % ___ DB 12530 1 -, __� I
- \ 1 15470 �z . - r � � SCALE 1"= 40' -, ui, :
___ x % I
- ---------- - ------ - _111- 1, I PC 133 � � ��4 -�.�Zr , � ____ k PC 0556 _ "r_­ ------------------ z �
- -- 11 � ,',:'I . --
��, � - PLATES OF r X 1 O' BOARDS FASTENED N" I N " a.- ,:1 � , -, - :!_" �,,' I L � � - _� ______ I - N8 * 22* - 1 "W ;
TO THE SIDES. I 11 / �1� . --.--- ___ I - I i __ ______ -------- � _____ — I %, - I
4N10' I
- ------- m=m7m.-Im .j 1
1 i 0'0=`� 1; I i mm I
I 1� / I '1'11��_� I I C r � �1 CK < i
11 �� I 11 , t � I I I : i I
, i � I � I . W
\ -, \ 11 / ,, ; � � I i I i I I I
� � I I � : ft%-
- ­-1-- .... � ------- - - � L � - ­--r- - � - ­______.___1­ -.--�----��-...�--.---,-�",.,�� � - ____________­­[­. ­__1______.____________,i i ! (4- DIA�
I ____ L. ­­­­­­­­­­­­­­ "--�--"�----"�''�L�l"��1-----------� ______,______._.____ : �
\ '1__1 11 , ; , ­_ ____.__.___ - - - - � � __­ � I - ­­ ... ------ ���--�-�-�---�L�-��-------�----'--"-"'L''�' __ ___ __..-
�1� PLAN " / i i i I __ - - _____-_ - - - I I STA-6 :5
� - \ " / � ; : I.— :� +85.12
, 1� L : -92 � I TYPE 1 RING & COVER
��,, �1 I L � WW � Uj Q
/ 11 � i � i
\ - ��, SCALE 1"= 40' 1 1 � I i �
� 1, 430 i ! i � 1 (4! DIA) �
i i RIM: 428.92
�_� \ 1, ­-_ i L � I � � <
� " , 1, " , "_��, �,�, �� i ___­­1,_,_________,�­___1'_ -,-,-- i ---4------4----4----�' —___+_____i'__ 11 - INV CL-419. (B
- \ / I � r i _ — ___ STA. 4+28.26 — i ... -1-- ! 43)
______ I I Ill ,�, � -- L - _�, I I - :� " - I - 11 . *7-­—­­---- —,-L— � - -- - ------------ --- — ­_-
m 11 N"� a I 11 � ­111 �,_�,� .. I � dl-, A 1-1 i TYPE I RING & COVER � /-EXISTING I 0
: I Jill' -�ilill'ilim ... I � 1 7 !
I I i I �� i I i,,:�i�-'Illl'l.�1,11�i,�ilill L �
I : . ! I � i i ; ! �
i 7mm"' r I r F R` A INK"LIN HEIGH'TS RUAU � (WITH NO VIENT HOLE) I W
i : I � . � AWAA0
I i ; � �
. I ; . I - I 1 RIM: 426.73 1 __ - - ­ - - -_ - z LL
I : I __ - � i !
­______­_­­­­­-­-- ­­­­­ .... .... __ ____ - - ­­ .­- , ­___1__­__ - --- �, � ... :!�= _­___ I-- -­'­----­­1 1. ­­­-� -- -- ------ ----- . .­ �.­ __
! .� � _ U)
A I : MH ! : ------- I * 5.25 _.�� ___ _ -
� � � � � � i L � NV CL �__ - -_ - - -1 , � --- ­­­ ,-
11 i - � I I I . 11 I I ­­­ I � .I. -1- 11, I - I L - � 1111- . ... � -­ �
zI ... I I � I 11- 11 I I I 1. r ­ Ir � ........ - � I . - - --- ­___ - __ I ' - __ -- - _­­ _­ ­' . 4 ­ - ,� ­ ­_ - � - - - - - ------- I- - I - � . ___ .n=­_ = I
I — — �
� I I —
; �
i : I I (LINE '131) � ­ -_ --- ­ --- -_ -_ - - - L < W �—
. I : : I �
� I ; � � �
I (4� DIA) � I � - __ �� � - - ­1 I � �
�
� � I , -_ ! %%-.
i � : : I I i � �
� : � 0 - : ! � 11 __20
I i I i � STA. 3+81.56 (LINE W) i : : 0� T_
I __; ____ - --- -- - -11 ­_-1-1-11 I- ___ - - � L i -_
I- -1-1 I - - -!­ --- - ­­­ ­---­ ----L-'L- - I'll r I ­­­ � '­_ i L -_ , : � i I .
i ; I - I I 1-1 - - - � I - � � 11 I . -­ � I ­-.11 -1 I 11 � � � i ;
-_ - - _� I __S AD) � � i --- _____ -_ _­___ ___­_ ­­­ ,, � ­­,- - �� ­ - I �
I � 1 '1+72.58 (COWLEY RO I ­­-.1 ---- -- ­___­f­_._­ ­­ - -----L- - I . f"' W 5 (D
r � � TA. - - -1- - - - --- - �_ I -1 ­­- -.1-1 I ­- ­,­ ­r '' _ __­ _­11 ­­1 -- --'--"'- - - L I I I �. - - ­J
: � ; . � I : I.- � - -1.11 11- I- 1_­­1____­­�,­-,.­ - ­r, �
I i � �
� � . i : I �_ ; i I
I i TYPE 1 RING & COVER i i � �_ r � !
I i i ; . � i __ ! � I
: � i ! � � I
� i : I � i ­_ � � �_ W
: j i r � ! PROPOSED � �
� (WITH NO VENT HOLE) : ; W
I ! r � I � r � i i � � ,.�- � I
I i ; I � i
! � 11 i
- ___-, ___ I I - __ ____ - ____ --- , � - __ 1. - I-, _­­_ - , - - _[__ - - : RIM., 393.12 - -----. --- ______ - � i j ! 8' DIP ! I
-------------- _�:___ - ----------- - - ______ __ �_____ - -------- --- - - I ­__ - �.. - I 11-11- � .�_ ; � � i
i L j- _­­­ , I ­1 � < U) 7
: � I 11 I I I � , - � �, I ­ 11 - 111. - � ­_. - ­­ � ...... .. - - ____ " , ____ ....... - __-, � I ,
i i ; i 1, - ­­­­ ­­­ "LL ....... ­ ­­­ ­-LI.- ..", I -1 - ­­1 ­­­­1­'­­­ ­­­ " - ­­­­ ..... ­­­4 . ­ L � ,�- %*_
i : � INV CL. N 00 I � , , "'"' - , " - .."­_­­_­ -­­­ I - - - � � -­/r'77 WATER LINE" -- - - I '1'_­�, __ : �� ,, i I,1, 717-11 11 -
! I L_ I � I : I I-- . ­ � _ _ '' `� , ���� , '! -11rrr L
L : I � . �, �� 4 `�­ - �' ,r;��, I
I "" i ­ - -'.-'-- '�r,',�,_',,'7,�[.r_�L�'!� V ,- ,�,�,�111!1�L" __,�;
� ; i I I "� . ..... , " -
. � i � I , "''', , - L I �",�'_"(!`r�""�"L L
I : I ! ! ,
i I ; I : i i � �� � � VT"L'11�,,'FTM,"� �111 �= � T_ � �1111 r, ��,� I z
� : I I ____ - i
: i I / �� I I ; � "I m, nj_ -
� L , 77
-, i I i � I ­
- - ­ - ­ I-- ­­­­_­­­­­­;-­ 1. L--,----- 11-1-1 r'�L"-�---��"L-,r,.'--,�--�-11 -- i- — --------- - ­____­­_­__­ ... .... I I i I _� - , - - I i _ 'T �
_ �, �- t
� i I , , �,L�L',�,��. " "_
...
I ; I I � , � , ,
,
I I ­ � - I I I- -,-.,--�-,--;----"---".,--,--[-----,. - ­­­­­ - � I i 11 ,�7, �,fL ,5977- j, � , i � I
L I ! ­­ ' ­­ ­- ,--------L-- _,�­ ----- --- � - ­ ­­ L --- LL ­­­ - L - - ­_ - ­ ­ '' I I . . ­­ - - - - I - ____ � , - � - __ ____ __ L - - I- - - - - - � I 1 __4-�77��- r ,� _1 , - � (n
: I : LINEW - /_ i - - L ­­ ­­ - -1- L . -­­,;_,e - - LL­ LL - " L - - ­­[­­ � I I � �L, ­­ ­ � - � � - - ­ j­- r ­ ­ ­­­ � ­­­­ � I I L" i _j
: � --,----- -1, __ i I � i � ' e L. " t ­ ­1­­­.'­jL­'_- -,__­­­'­­­­ ­­-L. ­'
i I : I MH 83 �� I I L ­­­­ ­­ I'll- 1_.._1___'­­LjL .. ...... .. - ­­­­ -­ ­­­1­1­­_f1
i i : I i f � ! �
_'�,_,�'7� �*;',�
! ,-'--r , `:L��jlj��'
,
,_,7�'L,� � L � I r
I ; I i � , -
-
i j L � � � I � ! / i i : I � -�r47, �� 7� .;',� i � I �_ y
. ­
�,
. � i L' "'Ai ,��i I I
�� ,:: � I'll, I
� i : t (4' DIA) I-, � , !,'f��!�­�"�L�11 I
: i I t t i I ��rj�"L I i
I '
390 . : I � I ,11 I , �,,,,,,�,­�­­, , 'i I I
� , I ��,,�.; I � ��
L_ � i : i i / STA: 1+76.21 1 �,! ) _ i, : i " m z
-
__ _ - I . 3,90 420 � L 77,��- 7�77* ,
0) I L - ------ f- - - I � � I I � i 1-1 � I !�:­L,­ � , I I � �
! � � . -I- _,n,.�� r'
i . � - 1". ­��,L � _�L"�141.,! � ;
I I L � ! I L / I I - _­­7 -- ________-______r____._.­_­ ­____ ­­ I I I , ! I ; � :
'E I TYPE I RING & COVER —­ _;,,_ 777!",`,�� 42
. � . � jj ' __ __­_,_­�- -------------I;.--- __ I
L
­�' t L � L L
L I i ! 77_:_:_77 � (D
. t � �L LLL LL LL L —
I I i I i I L I � RIM: 417-93 "I' � I __ - - L,Li'�!L �j�!,L��'L_`�'� I � 11 '. N L,
CS , i I - L I ; L L L L ! i I I � I L� �,., -
I r I r I I ­r", 1,
: I i / ! i 11 i , 9
I ; � I INV CA - 404-50 1 ! I "_-7L777 �j_ �j: �,�,,.,, LLL _�� I I i ' ­
I I i ! , � � I r'.LL" � I
, � ,
i � � , I � W
� I
I I � I � I � i ! i , n, , .. �,�
j ,.,. "".',gVWW L� ,-" ..
; i L �, �� , ­
, 4 �!__ � I
I I ­_ _J - --- - ----- -- - - - , ­ ----. - ------,, _____­____-­­�­ ­.­­­­____ � I � I/ , __ ,��',';w__ : i , I U_
a - __ - ___­___­_____ ­ : � t 11 " - � . 'L
d. _� ----------- - - ------- - I - Mff77A ______7 - ---- - -, r - ------ _[__ ­ __ ___ ;­ , ''' /­­­ -- - ­ - __ _____1____ - __ , � . .. ... - � 4 ' ]':,L �", L L , L I
L ­. --F. ­ - ­­ -­ ­ - -- ---- ­ , _ __ ..... .... � , .. .. , ,�, ,
! _ _ _____ __ _ _______ ,. , L��
i _­­ ­_ .- ____ - ____ - I - 11 ,-- I ­­ _­ - ./� '--- -­- Ir, 1 - , __ ___ � � � ��
I I � : ­_ ,�__�, ,L��
11r3 ; 4 � I I . : i . �, , _� - ------ L ---- L­ ­ � L � - ---'-'-- ­_-_�_­ "' ' ' ' , - 'L 'L ------,--- ­_ _­ . � _ _ _ _ ___ � . ,. . _ � � - '" � I -1 - _. L ­­­­ ­_ - � ­'­ L I' ­­ ­­_ I , ­­ -L J� , r, 1­4 1 I'l-1----,,,-'�-"--�-'---�-----,--L. ] .... r ­_­___­_ __ 3:
: i I I i i ! __* i.
; I i . : i � .." 'O
x I ; � (,V DIA) / � ! i ! ,.�,, : I i
I i I i � � i i ! � F C
i i i I Ile I
f I I I" ""I i
I I � HIGH VELOCITY MANHOLE / 1 4 ! i ! � "" I . 1­ I I
4; I � � � i I � I i I I I'll 1- I ,LLr,L , �Z "LL - I i z
I : �
--- - -- r ---- ­­ -_ ----�'-L---�'-L--------L'-'-"'--'- � i I , � 1.
I . � I - I __ I 1- I __ ­__ 4- __ __ - ____ - I . I I I - 1 ... L - ' ­­­­ ..... 11.1 - -1-1-1 -1- I - � -1 __ ­_ I - ­ 1 11. I I I I � ' I L . 'I, 11 � I �
! I L I I r __ - __ - � , , - - "I - - . I - - - ­,,,,�'I'�1�4­ '1'�' � - , � - -­ � .... - - - L, - " ' - - - ­ - ,- - , , r L , _ __ ___�­---- - - - --- - ­ - ­­-, ­ _ _ -_--I � L I
- 'r ---- ­­­­ " ­­­ � ------ ­_ ­­ __ -,,--,_--_ -­ �[­­ - - , .- � I-- STA. 2+46-23 I � �111 t
�� ­­­­ � , i I "" ,.,�, i L I � , i m
--- i __ - L IL ­­_ -­1 L I I :R __ L LL,_,_,, __/ 1 [ I I - 11.11 I /11 L ': , L I :
I , ! . I TYPE 2A RING & COVE L i I � / __ - , - __ - - __ , - __ L I �,,, - - ', , � L I 'I 4,4,1 ,� "� " , "�" - , L � ­ __._______11­ - ____ - � .".. -1 1. I - ­­­ -­­-­­­­­­ IL �11'1 ­ ­­­­ _- - � , .­­ � ­­­ - - - "'IL" ", ' - 'LL' ­L, " ­ L 1--­­ - - - ­­ ­ ­­[­-, _' ' ­­ _­ ", . ... _j -
L
� � " �! , . "' i r L � L I I � I 11 o 4
L : L I : I 1�1 . � � I . I f j i
I I I IM: 379.41 : r i I/ ' ,", I I—, I . ; �e !t
; i P
; i i .
I � � I /; 130 1 1 � '­""e,L�,
1_. . : : ! i L r , , L �� , i 3L�­ i" � : i
­r
� : I I � NV CL- 371.75 DIP ./ , � i
I : - I / , I I i X'�, _,_�L I �
. I � i � " :
.1-11 ­­__._1__­____­_ - - ­_ .11 .­ ---------- - ---- - - -.1. - - __ I ­­­­ ­­-------:------­ - --- - ------- _�___________ J ,r : �
- ----"'---- , L, . . I ' 1 - ____ I - L L --.L- -'--- 7— 'L - - - - - - ------- - -- __- -_­rL 'e' ' 4� ­4 .. ..... ­ "I WATER LINE - _1_____,____ __ : - I I - - I - __ / 11 �, i � LL � I z W
I I � . I -1 ,� I � L III'- �e I � �
- -­­ I � . e��5L
: L , " " Ir . . - I - I , - I � ___ I __ .. � L - -- --- - - , ­r� I
I-;- I I I i 4 - T - � ""7 _ ,, , � _ _ , 'L - - � ' ' - ­ - ­� - ' -, , - ___ ­ � ­ L ­ ------ --- --- L' ' . ,'.­ 11- 1­1 I 1--­ - � - - ------- - - - � ­ I . ' ,­ ­- L � , L. � L � - L - L L , r . I , - -, ­- ­ - - - - - - - - 'LL ... ­�
­ 11-1- L' 11 I I . . I ... _- ­ - -1 ­ - - ­ I - . L ' - - . , , ­ , - L - - - �
� � � � ; 1 L-J i � z - - - 2­ L � . f , , -_ - __] �
. , . : � I : 4 _�100 � . � . I
I L r / L � i I � I / / 'L ! i <
I ,
(In i i � I � : . i I . . I LL ! ! i z
: L , i I I � I �� , I ; i
� � i e 11 L ' I I i I I
I : . , , . i � 1� / L L L � L A I i
; ; I i i : I
B I i ' L � i i ! 1, I � I � � i i W
- ____ - - . I ; � I I,/ i / 'X : I I I � I _j
— I I 11 � � -1- � I- __ - --- -- - ,-- '- - - - - ' ,- ,- - - -- ' _-_-_�-- --'---- L--- — � � I I I � ;;
i i � I
. . ------ --- ---- - TEMPORARY STREAM %mosarm #i - - I - I - - __ _ _ _ __ _ _ . ,,"- - - --- - '- - -- - '- - - -- ' - � ­ - - - - - � I __ - - 1 14 ­ I 1. � I I I 11 � I I I � T r � I � I
I I I L - ------ __ _____ - 7- __ __ --- _­_ � I'll � . 11 -1 I I ,� � - I I 11 I - / - . - � - r L - � "' L-L ­,", ­­ '' i U_
� � i . . I 11 I �,­ ­,,� � � � , ,� - � L - I L - - __ I - I . I I I - - I - - I - ' ' ­- - ' L ' - , - ­ � - - - 1 I - - .11- ­­4 r . .......... ­ 4 ­­­ ­­ " ­. - ­ � -1.1 - - ­ � ­ , ,_­ I
I I / /'11'1:� I 1 ....... L - L - ­ ­ ­_­ 'I
43 i , 'AM / I i . i � ­ , I'LL "I f 1- .--. � 4 .1-11- ­, ­'­ , I ­
I i (SM PLAN � � i __ - - I . I i i � i
I I . . ; � ! I ;/ i
0; ; i I .11, ! I / � j i j
� I . . ; MH 84 1 1 i
'
- I r I I ,,, � i � i " A. I -
m 380 1 ! L I I � I � 1/1 : t i . I
- I
. r . . � � I I
. I I I I F � � I : . i . i I I
__ .. — I . "I . I R . i 3-8w,0 410 (4* DIA) ; / I � i � 0
� I
.. I I __ LL — : — Z�0 " I � - I i � - j � I m) /I _' T
I i I : I "I r HIGH VELOCITY MANHOLE - ____________.�_ 71 , , � ; I - ! 11 r\ CA
i I ; � i I � �
I I I I .., � i � i /1,;_ I
9 ! : ; I � - i ! t I I � I ------------1—
. STA: 0+00 L : I � . STA:0+00 (FRANKLIN HEIGHTS ROAD) / i j I j I
I
: : i � I . i i � i � ; . �
I I t
E TING GROUND / v i I I � �
� : I r i STA: G+00 (COWLEY ROAD) : / i � I i i i � : __ -
. j �, I . /1' I I � i -
>, -- - - - I I- 1. - - EXISTING MH ____ --- _____ ____ -----------.-- - ____ _­____z XIS i I i I " � � ! . i -iz� -F -
� . r I-- . __ I - -- 4­ - ----- - I I I - __ �j_ - - __ '­ _­__­__­_____­ '_­­_____ ____1 ­­11 ----.---L TYPE 1 RING & COVER / V ! ! � i
I � L I ! , I � � I I
10 r RIM (EXISTING). 374.34 I -1 / --X-------- -.--- - __ ..--.. -­ -&-�:-1-- - " I I - ,. .. 11 - % .1 ­______._.____ r ---- --- ­­ ­­­­­ ­­­ ­__ _ i i
� ; � I ! � - i � ____ 11 � ,/_r , ,/ ­-­-­-j-- ­ -- ---------- _-_--___­­­­ , L,r,�,-�-.-�r''''LL,��,--��'-L-------�-.�,_________+__,,, f I
I , 11 'L--'--------'-"L,-��"'�L-L------'-----,"""-,L.�-""�-��-,---. a
i I � RIM: 398.40 � , _:::_::::;:___ - --------- i � t- .z a
o 1 : I : ,�_/ L .1 ; If �z_ - SEAL TO
� INV IN (EXISTING):365.89 i � "I- � I/ i : / � � i � I ! i i
� I I i ;� I : I . L � i FA
� ; � I � I �'. I/ I � > -cc g
112 "I, /� � � INV 91� L90.00 i i i
I L t � ,� I ­ L � : !
r INV OUT (MSTINQ: 365.79 1 .1e "I ! i i L ­ / / IL I i I � ; I 03*2
i i L E � � : -
- - __ __ - - __ I- � r -- -------.---�---'--�---------'-L-L"--L�� ----- ----- - L ---------- '� --,, - � / ; .v ) I c : ! i I `i��
f INV IN (EROPOSED): 366.46 ­1 " - - - -- - -- --- ' - - , ___ - I . I � r � - - j­ -- - ------ - . ­­ ....... �[_ � __ _ '_ I � � I I ?j -
_ I 1� _ , , 'L L , L[" LL � - L -- - - - - � - __- __-_ - __ __ . _ _____ , _ _ � _ I I I - L - - - � T __ _­ - - I . I . .. 1. L �� , L , ,/ . : I : f j
� L L i
I r I i I ­ - r­- L. ­ . .. ... L-, I- - - 1. I - - ­. - -, , '­ ---- ­ - ­­ '� ... - ' ' . � L - . - ' L� ' ­ L � - ' . - - I � - ­­­ - -----I ­-, -.11 ­T , � ,. ., --,-----. - - - - _.- - - � - . . " - - __ i I, ?i
I � ; , - ­ - __ � / �,,� , L / L � � - - - - __ I --------- I _-, I V0.1
� 1-11 I . �' �� � L I L ' . - ""' ­­ -, ­­­-, - ­­ - _,­ ,- , - -_ ­­_ , _r­r-­1..­ ." "'--L-'--r-- __ ------ - - ,- � - -, - - ­ v
� ! 11-1 IT, i ; I " I I L L : L I - __ -- - ­'. ­,' ­­ ­ _­­_­ ­­­ ------ T_­­­-­1 t I
� ! EXISTING � I i i i I � I / ; . I i j & 0 xN
� j � � L ,� i ; !
I
I r � i ! i L I "" ; f
k '30" CPp , I ! /1� ­L . ; ; I C
.1 I : � i ! 5 1, _r \) , _�_ ,r
� I � 1-1 11 ; � / I/ ,/ i � � � I-- ]-----, - .", 04 3
!g - ' - - ' - - ­­ L ' / I � � r � " ; ; ; I i /11
� 11 �r ! i i ; I ", . i I ; i y
Ir - - - - - �L-'L-�--�-�--''----,---'"-"L��r. ­­ � - ­­ ­­­­­­­__ L I IL - - ; z /:L / L � i I � I �
r-- ___ ____ __­ - _­ I _____ - I L � - r I - � - L ­_T­­_, . ­­ � - - . I � �­- ___ __ _ , , ­ � -'r I --�­­ - I I L - L L r ,,e­ I / i �
1�: tl�-- ­, /­­7 - , , -,---- VI i : - L L , - , I . I ,rl ,­ -�, L. - .- L I � -1. ­ 11 I- - r ­ .1111, I ­­ - ----- ­­­ 'L, - '­­­ ­'. ­­­ -.1 . ­__ _... _ ­ _­--­!L­ "" . ­_­­ ­. .1.1-1. ­­­j­­, ­r L- - '- - . L. I 11- i" '' ­­ L__­­­r-_­__­­­ ­­­­­_­­' .,_­_____­ I � j ­-",
i I ,,r ", � ___j_,___. : ; 110,
� _­_­_­­­-r .... . ­­ - ­ � ..... . ­�­­­­­- "'r­­ __­.------_­­­� ------ ­­­­­11 - I
�I ( � 4 ! i � : r I : I I/
'IN - - - � ; t : 11 I :
I "- : I I : : � / I r ; � r � I , LLL
I I 1-� \ i i / , � I . � I " ­
� ; : ; m i I I "
� � ; . I
� I / � � / I ! � z I :
: L � / ,r � : �
n � ! � /"" I ��
�,
� 1-1 ; � � I " / I � L -Of
- -­ ­- -- - ­ -------_-ff I __ [___ __ _-­­ .1 ....... ----'L- - ­ ­ � i i � I ; — _1 -O.
I ______­ - - i � � � f -
- - - - " ____ __ __ - __ I - - 4- _-­ - - - - - ­­­ ­ - - - - - - - - - ­ - ' � 'L - - L - - __ ­- - __ . __ _ _-__ _' _ _ � _ _ , , _ r_ . � —
I I-- ------- - __ �� _____, - \, '. . - � __ ­­ - __ - - - � - - _____ — - - / , -,"� �z � r I ;
I i . r I I.- __ __ - - I - - � Z ,L , - -L _'_ - , ­ - , - ­_ - __ - 44, - - j � - ' 11 � � ,
, 4 � i L I __ ____ - ' � - _­­ ­ - _-__ - � �' " � ' - - -_ - L' L - � L - - -4 --- - ­ I—— -';-.- ­ , - - , L' _- - - - -- -- - , , ,�L _ '- - - - - - - " - - , " - - r I . ,L ­-Li . ...... ........... -- - - ­L­ _­____­­_­__ - I t - 'L -
a I I I � � I : I � � __.______­_,_,­­L ­­­­ _­._­_1__.______1_­ - " __ __ ------ __ I-' " Signature
. : I / ,��'r � ; I i
i I I � / . � I � 1�1 L "I L / I L�L' ; . ; i
/ � q �
i ! i � : . : !
�
r. , ' I I
I i \ .-�� � i I j I , � , I I I : r I I
! : I'll I i . � � .
5 , I / t I I
. ,,, �� �'L � � j I i ; I i
4 370 , i i I � , ­ � �.: 0-p"* ,. r I i � ,-, � _,,,"' T ! : � I Revisions
. — � : I , , _, I ! I 370 400 1 ", / I � � I - I i —
- , - i t � � I
tn . t f . � I 1 !";, - � - �, - A. 9 I — PROVIDE 3 CUBIC YAMS I i � I F "/ , �/ � 1 4 1 � q I I
I ; ! 4 � — - � L
t L 1, - .1 i i - - - __ - � � � ! L � 400
� � . ---- i ", I i - I ­­ ] - -
I I � 1. . OF FLOWABLE FILL 4 ,.-,'I ! / I
i i I i - L v I I i � � i
� : ,I, p ! � � I
I I I - . _ I BETWEEN SEWER MAIN � I I'll � I � � f r I L
i � I : ; : p
i I ,,�"", � t i � : !
: ,,..-- , A6. � ._1 "L�, "_ a.. I i I I I
L I.- - '� . -� -0� � � I L ; �
I "."� .
i� i I L 10� I , , :,� 1. I ; ;
.."',-'-woo -1 I � L , . I i, AND EXISTING CULVERT Lr � ' ! � �
, � �' a � I
I - L -1 - I It. . _-, - " __ - - /
�� L ' . � : � v ; I
I 1 1 : ;
�
I
.. .., __- - ­� I- � ­ i - -r*-'-" '_ '­­_'­_' T'-­­-­­­-­­ - ­1 I I 'L ,
L _1 , i�, .,� � PER SPECIFICATIONS L,-- ' , _­­­_ ­­___'__ - __ �64 �� .
t I . I I I - �__­­_ L, ­­­­­ 1 1, - I— ­ I ­1 ­ - _�! L . .. ..... ' ", " -, I I
� L�� t 1�' ; I ------ L-LL----- - __­­rr­­--__ --.-,, � --- ­­------­­­ � ___ - -, — '­---­----------T- ---­_­-_­-_--_­,_____,, : � I � � i
A 11 L I 11 "L. 11 I � I � �� �j - ----I-- - _________[____... _. - - ­­­ - ­- _j --------
a) I f I I . , .1 � , __�� I I i � " - " --­_ ___­ i ____ - - L - -­ --- -----,--------- __ --- ____ '__ ­_ ­___ _' _____­___'___­­­­­­ ­­_______L­ ­ ------ ­ ... L"------..--.---'--.----.--'-'-'--r ­ ­_ -
I .�� � I
. : L1____111'o � i SECTION 21 OW I", , '' � : . :
E ; i i r I I I � i
; � ! I I I r : 1 i � � i
; I i � I
L � I r � I ; :
t ! i i t - � ;
; : I � I
; i : 'I . �Lr i i � I ,� � k
I I : � I i
4) � - - L - - __ - .1-1 ,�il"''�'�""L'-':"'-��-L,4�""-'�-'LL------ ­­ - ____ � ! i ! ,:kl� � � �
i , -, I..,*— m ------,,.--.,�-------,�-,--�,-,-,�--�----, � ----- -- - -1 � - � ­­­ __i_ - - __ I I I ;_ I I I 1 � ; � � I
_________j'- ' ---'*' --- -- ­_ I ­­­ ­­--­---­-�­ L'-------- ! � � ; �
; � - L - - - -- -- ------------- t____ - - - -------- ­ - I � ------ --l- L- I - - -- LL ---- ----- �_-_ ------ ­,­­­­-­­­'- - -- I " , 111, -r I --- I ... ­­__ L---__. i ;
; I CONCRETE ENCASEMENT i I ! e . I I t -------'L--"L'-----�-""I-L'�-'----'--'--������L 'r ------ �_,_,,,,,,.,�,,�_,."__..______�"",___"_______,.,"'-'''L -r,L- _] �
I - - - - ­-­­ .­­_ ______________­ _,__,,_,,_,_,__,,,,__,",,,"__,____�____ L
: � I I i I 11 I � I ­­--__j----­­­­ L'.7�-,-�-----��-------�L-�-�,��.-L""_".�
! I : I r I . I T' ­L - - ---- - ----- ------ ----- -- --
. ; i ! � I I I
: , STA: 0+80 TO STA. 1+25 : I I � i � �
. - �
I t I i � i . �
: ; -.-- ,1 I I I : � I i �
I ull , i I
� " I � ; L
a : t ; I i i I L I I i
L
� : (SM DETAIL 07000.14) ­­_ I . I ! �� , I I � � i � I
- ­-- ____ _� . _­_­ --- I- '- -j ------ - 'L - __­_­___­_.__­-A I � ­1 . I I
['�----"'-'-"-'--L-'-'--'-----'----,--..�-- --,---.-, _­­­_­!­ --- ­_ I i : �]'i I � r I'll'' �
I I PROFILE --- L .... 11.1 j-----­--_'----r­r­-_­ --_­­-­­­ ___.__ ­ - I , , ­­­­ ... L' T­­ ­­ ­_ ­­­­ 1-r-L-11111111.11 � '�--r�L'L�-�,'''�"��'���'�--Il��..I�L��. �--L--,----,--"-�-""-���L'--�"--L"��,"� - ­­ ­1 I i
I --- - 1- / I � NOTE: r­ �- � ... ­ � ­.­­ ---- ­ ", L '_­­­­-­­­_ ""­­ � ­­ - ' -, I Proj. No. SW5017
I ­_ �, I - - , - - �- I NOM - - I -1-11. ­L­­j­­ ­­­­­ —
! , I ­L. �
SEE 'EXISTING MH NOTES' ; 1��,L' . � � I PROFILE - 1. -
I ; SCALE: 1"= 40' HORIZ. ALL DEPTHS SHOWN FOR EXISTING PERMANENT I : I i �­ I - �
.9 IN PLAN VIEW (THIS SHEET) I : � : I I
I I I 1 "= 4' VERT. UTILITY UNES ARE APPROXIMATE. i I i I _ ; i I SCALE: 1"= 40' HORIZ. i ALL DEPTHS SHQM FOR EXISTING PERMANENT � ! Design By: JAB
.. � ; ! I � i � � �
�
� I � � I I ./ i 1 � 0 UTILITY LINES XPE APPROXIMATE. i
i __ � ­_ r I L, � � 1 4' VERT. i Drawn By: TGC
:
'I --- , ____ - __ - __� - ­­ � 1. � i !
.11- - _­­­ L" ' '��'------��"�,,�_,�,,._-��""��'7'!�'!'!'!!!"� ... !!'!'7� � = ;
- - - - - - - __ -, - - , , , - ,- " , __ - - , " , , , , - - - I - � 4 L � I - � - - - - - , , - - , L . L i I � - - L L . —
9 I I , � L I - ' ' ' L -­ - L' '- - - ­­ - ' I � L - - - - - - - LL I L ' ' � - ­­ -- -- - ­­ - , - ­ � ­ , -- ­ ,, � 4 . � � , ' - " L ­ _____ __ - --- - � - 11 -1 11 1-1-11 '��;�L , , I - - - ­ I � I ­ r � I- - ' 'L ­­ — !
- 11 L - � . 1. - . - - . . - - - � - � � � . ­­ -. ­ -,-r- - � ­ - ­ ­­­-� . . . ­ - r--------'-'- ­ ­­ , ­ --- L� " . � ' L -- - - I --- - --- ­ _. � r ..... � � - ­ - r - ------- I-.--,-- __ .-"I-* .. ....... . - 'IL -- - ---- r ", , '- - - , ­ - " " -1- - - __ , � - - -­ ' ' - ' - , ' - - � � - - L I ­r. ­L, i _ , i �
I I LLL .'L: t ­�­­ ... Ir ... .... - _._-__r­­­­ - 'L - 777777� . , ., L­r I � - � - ­LL - ---- - -1.1.1-L-7 ---- - - -- L ...... .... ­­ -1 -'L'L"LLL�'----��-""-'�L"--�4', ­__ � . ..... .. ­.__­_­­­ - - --- ----------- " ­­­­-
0 . . i i � i . �? I � I
': L I
'
X I i i i I i 'L I;k i � � � I Date: Nov� 14. 2013
t � . i I : i 177777_77�'177' T� ,,,�',�_, '­', ',
. , L ", L,L L L � �
L �
L , L I �L 1 L I � I
,
; : i ­­ �� �, 'L - � Scale Hor: V = 4
4 : ! : �1�,��:!�J,�,,�,L ,Q � �
360 1 � I i L , SEE SHEET 04 FOR i �
99T­�,� �, � - ! �
i � q � I � � I I ; I .
, t � ! � I �
I I I- --I--,---- 11 - - - - - I : ­­ � ; ! 3 61D CONTINUATION OF LINE V � � ; ! � : L
__� � L __ ------ - L - - — - - - - - - - - - I I 14011 $1 f
N 0 (O r . I I I
A co 0 - - I Scaie ver: I = 4
(P 1p q 0 r­ 0) . (n ,It 0 m 1
-4 N - to Ci 11� - U� _� <0 - � i r- t- N to - 0 1
I­ (6 o) C\I co CR 1i IT q q tl� � 0 r­
N r__ ; r.- r` �, co co ,�� 0 : N . 0 N r-
M m n � C') m 9 9 N : A * SHEET NO.
� m m a -
i m Cl) 'IT T!� J:06� 1 ; N N N � ��
. -.-.-.- --- .- . __ . I ­ I m , , --- f I 11�r 14 � v - 1�t ,It 14 IT 't 5t 14
)0-- I 1,toQ--- - 1 +5 2+00- - - 2+50 - 3+00 3+50 A4,QQ I 0+00 0+5Q .
I A, I I - 1+00 1+50--_ 2+00 � I 2+5 r -1
- - , - 0 __ 3+00 3+50 4+00 A+A(l --.+r)n !;+rin A .()n CZ.&r,n 7.Lfln 03

I
! � I I I I - - . ', � ��,� , - - — - - — � - I .- �_ I -,-.-- I 1, ____ I lilt I I
f I I l, I _7 __ � \�NW/Z,4_0 " I I I , \ - I I I I � I lt,-., 1W, 1- % � � __
.
: , .1 - ,, I � —_ - — - , /Uh,_�, E I � __4___,� 1 , �, I � a I, �� , 1, I / I - -
I 11 I �� .; __ , � I � % � � �1,p_� 0 �e 1� . . � 11 —,---% s, NOTE: I : ,
,�, � , � ! , � � 1 f I �, % l, Xl�,,� , � 1� I �7119 .t / \l ____ TED BY : Adbbbm
- , . I �1 , ; 0 � _____ 1, --- _< El
I -, , —_ I I 0 1 THIS PROJECTS SURVEY WAS COMPLE THE
11 __ I I I . , % , . � � I I- 0 f I I
� I � I � - I �t I 1,
, I . j __'11�11 , FFE=42-166 TOWN OF CARY ENGINEERING DEPARTMENT. z z
- ,i I I � ,i.- � "" ) i I I I_r11%1 I I � "I ,�, 7__ , - - - - — - ) 4 L_
. � i , , -- ---�_ -1. I.-%.- / ,
�, � , � � � -----/ __4__ � , , . . � , , \ % I 7 , -- I , "*�� \ I � 9
i � I f� , , , I . 7( 1 1 I— I \ J\v� , " i
I lf� I
. I - � ..
I ,_
, �, , \ � I ,
�,:,_. ,,, - ---T----- � - -
40 1 7 -
� I
. . ', " ,' " .1 I ) -� n. � . , �. I'll, F11 . (�, � . I - i � ,� �1_ a�
� � �, , � I
, , " � / I �J,� 1� I , � . � \ �! .� ." 1-ml
- % - � ��. "I � 1. . , � > , z t�l 7�� i . I I I - < ALL HORIZONTAL COORDINATES BASED ON NAD83, -1 V -_ :��, \ I
7--I I 11 � ­�� �', I z " NIF I I I,,
� 14. � � , � � . I : �'Is� � - '4� r I � , It 4 I W 01�;"< / I 1 ALL ELEVATIONS BASED ON NAVD88. 0 �
� _1 �, 11� I , I \ 5 �� - I '6
'
'
, 1, I 1)
� j � -
" , " � REMOVE i ) , �AS'TRrDGE, ALLEN' RANDALL /I I ce
� I , I NOTE: 0 \ 11 1, _
, ; 11 I 11 11 -_ , 1� ,rf
i, I I "" -ki I , � _,�,'
. ' k, I ". , Qt. � \ 1, '77), �
�` 4, - 2b/ - AND REINSTALL I / ''l ,� 4_41 , I . - �,e f " , . " I
� -, A - a2 - ­-, , 1 [J4 EASTRIDGE, PATRkIA LYNN � � � N,
, ,20t2 --- , , I It, I I L I , / i 6804 REBECCA C1RCLE I I � i \ \ 4,�',T_ � ",, .2
1­11 i E _62,6#1 � 5� � I -1 --- I I � � I _�_
. 1__,'� I I r L I . MAILBOXES ANS SIGNS I I , ,� �. . Is 11 �� w �, 'j,", � I , i "I _7'1�'N I 1i \ __ I , t,-,,_,,� i I - N
A (�� L , AS NECESSARY. I / � � - I -1 I ,� r I / : I I I F'K \ I- _ .,,�'�` l 1, ��,�o
I / ,r ,, �' /ll, , ��, � I. cl� -r-111,111, 'A
L z3A �� , I / � CARY WGI k N 0m IVIF , � ,
I . I , � I __ , 1 4 k�,\ , 0 � \ 4'j,"', � I - � i
,
�4 - 1,4 ,,� ,. I I , , ji - , - \ 11 , __ -W ,, I
.
� _: , , ,/ I i I / - ',,N,,,,� ( --- � � , = I
11 � " " - - - Is i. � I -_ 11 j GNEENHOUSWU S, MATTHEWIR & _ 0 f �� IL_
I �� " I '!� �_ � .50=� 01 -Il - I, �� PIN 0772-35 2879 1 � I I I.. ' \ " - _ 0 1 � 1`1
-:� I , ,,, �, "", N111F Z_� 'N 11 / i DB 07 1 04
A I I 11 / ,§5 , 1 2 " to TANCE G , \ F-FE=43*1.10 / 11-1
/� ,vl I I , 11 � ), -IN, 11 ! -1, I J I I I � I � ,,­ �_) �q
-
,- ol� , ,---- , - ' RIEL 0 �N I I ! 67, � � %. I/ � ; � L / I I PC � �, �IARY NC 11 ,� GR0UNQ-431,a4. ­ ­­ 4�_,12, , � I I I I " 11 m
", ?, I '��DMERO, GABRIEL 0 POND R 0 �� � � I 0 OP �­ 6221 TRYON ROAD \
'
I / �\ 9?1�
� � -0.,� / 6: fi�, HEIGHTS ,ROAD . � * 3 NIF .
I ,,', � "n; 0 FRA tX HER7,H j S PuAB - �, 1, ­ l � I L, EVERETTE' AR TICE , z If
�,
­ - � j �, �4 - -, ,\ --",, -'I' � �C '11, , / I " NIF - ":,--- , / I I - - ex _,�,` i 11\
I I f � '0 to if
11�1) __ %1A V kc , , I MARSHAL L_1_�\_\_\.�____\j -
1�;ool' , ,, - � ,,,,, )/ � I " I ,� CARY NC , / � -gp " K � I / ,_ I / � I � Y, ,� . - I L�� o, C�
I I � '­<:�,_ _� , I -1-
11;�& � �� � PHILLIPS, BRL4N I
. �� ��� : . - _i .1 , I -, ­� I � 1,,,Als�_j­ I � �, K I ,, :�� -,_ / i 2704 COWLRY ROk", 1. 1A --36-22.96 " _L ­ '� ­ I � 1'�
� - It �­-,�, - I I � " f t I , / I � 0" CARY NC � 0772 1 - ( " , I" q
. , �, 3� I �o / ,,,vj \ REBECCA CIRCLE � I I J � I �X 1, - I -.1 ­:-a- , N I 1!
��o f" � � I 11 I r: 11 I � \ ) .ujJ 14 1 J0 . , '�, -11 t1i ,"
- "�,'. ,, � L`? - -_ W. � I I � "I,, PC I 86:1 ­ I
I 2 -� I - - P7N D,770­35�jg ,9 �__ - "�"0772��5-3457 ,� , 6805
_�,* '�: � q � - l '': 1 D)3 - . r 1, k �, I I
� L� �' 11 I I '' D -I_g5'?O - , _11 -----. � I I , CARY, JVC NIF -_ 3AV�lj A , -3-w?
; �' ,,r.' T � LJ � : It ;,'DB 12530 �� � / , i4 s, � - \M I \ �, ?z .'110" .\ C 9
--- , Ic :� ' I
I � , �� � P� 0105?�,._,'�,­_, L_­� ---z-, I � . 1, I X I �L - I I- ­­ , , \ 'r,, k
I ,
'' � r .� I - I ' ' / 2708 COWLEY ROAD DB 04258 , Y1 To, \ 1� �� -,q.-- _ _ m
SIL' , ATIASTRILIGE, ALLEN R & P4TRJrCJA L �
I , I UTIXT �, . 1, � - - -, ' , PC O�56 / � L _
_ i - 1, - Ir I 11, -35 . -_ (D U.
I ­ . K _)� 0 , ... , ,PIN 0772 36f6 I�FFE �&09 a ' I LL - - _L__ - - — - - , 'i'.", � I � " ­ l�'L ,� ''
� � � I � - - - 1 l I 1, . / 'o — - - — - - — - - s PC 0637 ,� -Z Ivt1=1+z1/�MvI ) - - IV,
,J,("
I . 'r _DIETAII. - � � I � - � - _/ .1 / I ,��', I DB 11141 GR Q-412 , LLL I CARY AIV , , ". ,_ W
" , " � � I q, I " ,4? � I � . -------q I I \ gINJOUT-426A ; I - _.�,__�
� _"111 I- - - � . 1-1 � PC, 1394 , r I , If J/ L� ' /�' � � 4 1 l' - 1, - ,_ 'ZI \ m
" 4000.23)­-, , 1':_� r �j­ ,""' "' �,_, ' I __ �'_ - -_ ­' I , Q �, 1 , , � *---X--- "", � , , TION / , � I, t =; 6
1.1/ 1�1 ; \ 1 4. ""' � � , , __4" j - I � - I ... vW' '�11 "____:_� - 1\
I ,,- /: I �
I , L " .11 - � _/ � ,,�, . ei,�f 11 I I �
� ,
- _,_
_., _
� ,'(0 - - 7 ­.. ., � ,�, */�m,� �/ I I - - - - I _
,
_ -_ ­ - " 3,1 � " -- , �, " .1 _ '�� I . I , I � !, "., I I's I I 0 I PIN 0772­36-30�3 % - - _._� -1 41 - 1. l �Sls` ;;0 k -t o- -,
I > . . ,. -, f --- -_ I I I . � " / r" I i 418,52 .-- - - -4- I �0-_, 1 (7
/ I __ __ �� ---" L '_"'q""­� - - ­ I � � I �, " � I I 11�11,, X/ "I I I I " .(4 � � i DB 06833 ," )UND-413.26 L 11 f � - 1, -_ - � . .) ,,r t, --- --- (0
,�v ----- -� �--(,��, -- --- - -m- :ftiLT­-- , I r -- .11 , I � . . ­�__,­l � � " , " - I � .,ws 4F'---L, � - 0087 11 1, 11 -'- 11 :� I ,I CL (u , 6
_� -1 , V." - ­ - __ --, � l _\ I /I - U , I � 11 I r � - -
� � �� ,�� /� - � I / ; 4 � � -%�,�-,--\- I
, I - , , � 11 ­:'' �� " 1'/ PC m E 0
1
s�,C4, < . � `40 - - / I ! _��
- T-Tv I I ?
\ 1 I --,: 91L �_. , F .
- I 9 x
. 4 f �,av­, ,, , I ­ _,; %� , .1 r6;jJAd1+,_`, ".- � C - I 'y F __ *_ I 1 4, 0, - -
I L , - I - --- -- r _�\ ( , I I / " �, __�L � I � I
uo I I I 1;11s � ' � , 7 , RA VEL : s,, REPAIR ASPHALT DF - s' � r
. I �, ­ _ - - � USBER / - ­ �, �'�4 � I ' _r I 11 W 0 0)
� 1x1.I1___._._. , 3)I 1 A� -1 I __ � " -_
I % ' I i '1��euomh, r.LEYDA' B _ I - t
L
. , : - .--- 'V� " � O*dW2- I - -, ­ ?11 , I CARY, ATC / I I �_ �, ', " - , ­ D4 ( A -_-, in .T
_"�f . _,�_ , � ; I ! � IECCA CIRCLE,, / / - 'r � ,3 ­ ,
. I , I 1, . " ,� .06 , I I ;� 'A \ I PER SPECIFICATIONS AND I d - N:
11 . .11 - ,,, ,,, � � , i ­ - - / , I I DETAIL 05WO. , � L, ,_­ .11 - IrL ,_ 2" - f- 20 9.,40 V� _/ �
., I r _ —
.1 �� - " ,,M, , i . I . , / 1, � A � - 1, I
I 11�' - ,-I' , r - \ I i 1 I' I � , I 0 1 , I \11 , 01 - ­ A 11 I W -
� � I -
11 - " , 11 PV� 0772-�5-4622 , _1i —
1, �_ \,:�,'�­ - "t ", IN:V=66T,;'6 112-), � � I / r k cc) o I , \ I � - --- ,\ ! `1 _� " S W cu -
I , , I, , f , , ; I I , � . If ��,�[ l ', Z
�,�_ , -, . . - "'), _, , I � 11 ; I/ I I , 'i TOTAL=22 LF. - - L - /_ ,
,/11 ­_ 11 ­ ­ I � 1- A ­_ " I \ i i . 0)
, ___: _', I I ___ , � i I � - '\ /I 1\ I - _ --- \ - -Ili. I _1\ �, I I I
"" - I. � I ; ; I I I I � --
, , � 11 - � I � I " I fiA% I N F 25.11 11 I / I I - �
�
- -I--- .. , 1, �& �� " ,7y " .. I,,. . : .1 ; � ,� LB 14638 1 1 : s � kn "I '_-,,j)YA,KLJ, DENNI,��.WAYNE & PEGGY j� GROUN�D�421.01�5 , , , , , - __ 1, _11�', , I - I \ cz:� i � AO*ftkl (= G
" I - I I ­_ ­ . \ I" F . r-
, L � 11 I ­ _ �,:' ­ _ ig . � 11, l. "I ,
, �",)396'8� __ I 1, I I ­ v) ,,, �. . I I I , I ­_ - � Cs �� � JvIr t ,,, ", ". ' I �'
- ': , ., ­, � ll , I �� � ­ , I � r � I N- 7� � 26 � - -- ­ 'H,qffT, JEAN P A \ GROUND=424,93 \ , _` - � " � C: d
6v � �- - 2712\CQWLE1 ROAD FFE-41 -_ 9.42, \ �zz 04
� x9 , I I I _%�. . - 1 4 r, ",: ,�, - il . i F'FE=415.53 r CARY NC I , - , 1 s ' W
_1A . 1. I 1� , , � � I � 11 1: I ,' ,r' i'." - I;' \ E 20 .. : 1, '. / / , �, 11 RIEPAR-CONCRETE bRr*0EftY \,�, 00 C L \ \ \ \ 11 , " 1'�' _� ... � 4111 �W) -5 ;2�
" ­7-z-,"' r � -,, / _`� - I � I , , PC 2 1 19 . -N 11 , "' 1, I I , , T_
, mm� / ,- <S 1. I ,,, Ij - . �� I � 11 � �� ', I /
,_ ll� . /�__ � �. REPAIR ASPHALT DRIVEWAY' I I I URQUNU= 13. FFE=42 - , C:
I I
,
- '! ,, '111, " I , I 1. , - . - ,O W&EY �ROAD �, I L�A
- : �_ 104 -.1 I i i I \ QROUND=411.77 N \ 11:�� ; _­ .PER SPECIFICATIONS AND / , � ILI - PER SPEClFlPkTIOK$ SECTM, _. _1\1� _l T5 � I (1) � 6
. 11 - . � I I? - k,,X,il,//�_ I 1. ,I, � ' - - . , UAff 11 1� '%,,
- ____ - I , , � . 11 � � li i, !� I I I I f ph-, I L' - - 1,21000. NN - 4?n� r I � vC , � S; 0 0
, __ 1, I , , - I V 07��,­�5-4809 ' - --- DIETAIL 05000-01 '_ - _' -- , /PROADE GRANO. AND­' L. N \ . " � ' /
-
24"� "11�1"I ____ , :; , / - I � I . l _,;*""�,` V_pv_T'4-_ � ". � . I " \ m ) ., 1� .---- o I j 'FIB dvia TOTAL-07 LF. ,_ /' I " / RIIP RAP--FILTER BERM TOTAL-7.5 � , � " .p, 'L r'N -. REPAIR IMAVEL ,11 I . - � . -- L)
- � I J ­;, \ � l I T FENCk-, zj , Pa' 051's-0 � - - '077,?--36-3Z97 \ DRIVEWAY 11, ­.- - 15 1 0)l ...;
! 1, I �_ I � - , rr r I � � I � I . I - 'I I I l - I -_ � __ I ­ - I . DB 00009 ; 1� 1, `PER � I ," j,. - / L 0
/I � 1, r I I , __11 1� � � I ", t �� I" �C 6206 � "' � I I r___A_11v I
- __, __ I � I ,� r ,1 � � , , ,
1� m, ;,/ "I , 1, I Tltp\rq� � - I f 1, ,�� , �''. � ... ­�­ 1, I '­ I Aff,
� I; ", ,� \ I ­ - I � SECTION- 21 Y
Ij I I ,:1__1 - I , ,F , 1- I -_ L , I � __ 11 'r -, - ­ -- � I I -TOTAL-4 1ONS !,�,,,,Sg, DETPJL -- " '40, --- _j E
I - , ; � �, 1�- 11, I I - -1 -_ - 1� I- ? "' ­131 ��_�_ - N -- � 11 I ­�- ,�4 W
I ,
., � 1, ''� , �', - . i I 4 '-) � I ,� , � P�"� I CLEANOUT --, I., � _­ ,I _ � I , �
I , " '�I' , I , I 11, _' - SPE!ClF1PATI Ml. -_ r_ >1
� -1 s I I I :,�,___ I' � , J� � , �,� I � I SPECIFIED,, , ' ­_ ,,- , -_ I'll, -0
"� , , )� ,�&_ , ­ _�� PER DETAIL 04=10A �, 65
-
--,< - 41 . � ; 1 �3 _l �/ " I I � I SI - �- - - , 1, 'i � ,-� r - FIED,, &, Ya - ----- � r" � � / -1 ,
C� ,: � I—_ __ . _- - � � CA 1811 /, '' ,�� �� _;­ k "i , , i � (TYPICAL) 4 I , -0, �T \ I ,,, PROVIDE YARD \ , I
, ,:`� , ,
i � -,,- ,,� 1. t \ \mf�
. ;kl- - �_,_� � ., I \ I dv � ) " - L� �r INLET PROTEC11M, I _0:
��,, �,,7-�,�, - """, , � "". . -I- I �'�I'­ I -1 %, � � , - �
"'��,,,�,,, . , �� � I L� __� _71� Hk .1 , 3 " - _. I �_ - '
, \ ��. -1, ,--r , ,%, 11 , I P,��- 1_� - ""I,- -1 n ­­ � N
I 0 � U _� ��, ,� - , ,f , I % - � -
I 11 -
1 , .- ii '. ., I � ,IV IQ' I W�, � - 1, �_f,,j "V�7 -"-"--' ­1 � l4 'i� " p - � I ", I
I _�. _ I ��_ , I',' � - - kCO) 'I--- - - 0,�," - __ , I", .� I . /)� "' N
I 1.) '
, , 111'4� - ,11 � I � , , . � Q, ... ­ _� � "I", �, - .�,, I v, 1*_'11 , " '"i
-1, __) I , kr _1 � , �,\_, 11 � � _!��,�,�, L/ � -_ � -) ", 5� ��l �V�I=Tt4
�k ,.a ',".1 � �� " , - - � -, '_� P, ", ' ,�, , 01 ,Ii r r- "L � _�' -L'-- 42 ��� ­ , .
, I . , � � I , - , " ,\ - - 0 r \ � " ,-= � �
11 , r, , 7 � � , - � l - f�_ -j' 1, * , ,.e � � , --- 1; 422'f3 �,�,�,
I -A , z"', - , _` le j , ,,"I " � � -,, (W , __, , .� 9R� ­­ _, '�, - - ) . '�e,", I ­­ ­­ V.IOUT-417,2 �
I � - , , - ,� 11 _ - - " " , ,
� I O� 'r, ,1 - . j � - _� , . � - / I ,r I I E
11 CH7 _" ' " 0'. , , W 725�4-, - ., I s;, -,�- I - — .1 I I I , I - . � � " 1� - � cj , - _�, � . .1 - � I - r , 4, � 0
1 1 , , A - ___L - i � , , i �
1, , , ' ypp � 11 - I f', � , _ �,
, �
�
,S'� � i , � Is 1, I I " i ��__ I I � , �, , -1
,4 , �,�_,, !, il`� / I I I � , ip 1��_ — - - — - , 1, ', ­1 I A_- ­_­ - --- - � - � - z
- _EIP. � I
- � .,� , �� I I I - I I � ly, - ____� ---L- ­ ,�L_ -_ -_ ­t:T 7_" ­ qj,�� ­­ -1- 421,64 ,' , -
1 / It _ I- - __ �. �� a 1� TO - ->-- ­ � , -1 -4171 �),,�
-
, I � NtEll"i'll I " � �` , 11 I - �, I \ '11�,_,�, ; ( - __ 11 I , - I - JT-shj T ��
,
, �
. � " r - , I ­ W -,
-
� I \ � � � _� - - , �� � - _el ­ g � ­1 __ ___ 1\_11 .., ,;J , - U.. -1 --- - ­­ ­ ­,���' - ` - - ___4 "I co
- - 7 , � � ! I
_� , .,�� _1� I - �__7 (7, J;�O,,P,t, �/ I'll" -
-
, "I � _�� , - ­ " - � - -_ - --- - -_ � '' T I ?m sn - - _ - ") �-�____ ,,,
i � � " i � �_, �, 'I, - - � - \ I 11 __� � 11 - I \N if \ s-L 4 , � , - vdad= ­­ ­ I I'll. 'L, ­_ I 0 cy)
I , , P P - , - ::3L_ —i 1�� I,- ___ __ - - L I" i , 4 K - .::i��� -
,
� / 11 11 . I- 1, - 01) - � - , � u SF - W, -_ -- - - �� SF � - 4 " � - �;
rI l I I , � 'r , ­ -- S.1 G._,N� ............ . I I I
V_ I I � - - �! �, ) - ... \ I, a BX ­ - I- ­ �,
_ I . '0 1 A 0 � - 7, �? in4-Orl 01`1�
� / t ) ��/,-,_' ,% - . � s ,,, I =__=�___ � a , - I � �, !& 11 11111�k` joomk !Sizr
14 � oilwa- I a v � _,� "". '15
Fp --- .. I - - -_ - � - ____ I I ,_ - I � I __95- - &s' � I I
RtHe, I I- � I _>4 --77- r, 1, 11 a / I \ I I I I � I \ � 11 ----- � . I ----- '. I I . ­0 I I _____ ----. ,,�,, � + ,�
�.� � I I � I ' ii k , ','�� 6 1 11 11�
�� 11: , � � I ��, . I 111. -, , � �,� 1, -1 _1011 �
l
,
,
,
,
"
,
�
I
�
"'
` ­_
,
"
-
-
*
III,
"`
1�, 11�1_1 -,
.)
,,-ILI I
I �
i
�\� - �_
� �, 1, I � "I
I 11 I �,
,
B ,
), I (
�,
.r - 'I'_ , ; "
�d �, ,
,,,r,,; ' I ir , , , ,-,,,, Z��mBx ,� SEEM �, �, -1 . \
� 1, , , , i , A 1, \ � �_ - % _-4--_ -
,, 1- , ", � ,�, I ; I I 1 1 , -
3, , , o � , _ , "_.' * . =is - , 1�1 7 ,1�1_ -'s..—Ca H
. , � 11 . 6 : I I C, , l" �� // 14 ­ I ,_ TOP-4
I ,� I syst,;�, " � j, , ­;__ . 111 , � I : � � EX. '. - ,-<� 0 (p S, lo .",
I
11 � r ,,� � � is .6 / ii 1� '., !,y ,, � ,1 '�,, :) " , � 11 I - PRIVATE COWLEYIROAD -�, ami I \ ,e- 111\
I � ,j f l : I i��__ ,�'% ll, . I ­ ,Iil �,�11 11 I , I �
"I , �� -_ "_� �, , . "3777,z,-A,;,, ���2,, � 'r ,1`,__,,,'_',r,_,a 00 � I? � _\­_ I
I I , I I . � �iiimiii) —
:3i9.26 , \ I ��: 45 at� I .. I
-
�`�
, �� -
t /I � ".1""', " / __ 0 � I I � , �� -- VL \ ... ... �__ ­­ -_ -_ I Q� .., \ ­
. , I \ _.- - , __ _­_ I - A— ___­�,_, ___ _ �
�
I 11 r � . : k.f % I -1 "I x . - 11 - -_ � 1, I - �� .� �l�,
I I _T__ - 1 `7 , ___ ,- --A ­ — Ai —_ _ TV, - , , _�� _-Al - - . 1___�_i__�__. --------- __ -Ak­ - t4 . - � __
,
, , ,� ­­__ I—-
1,, . I V, /I , -- " ?,/ , �/ �, I I � I � 1, �, � i . � 1. , --,!, _�, 11, ", __� Al = , /Q9S1),-­ - L I - 11� . / I
, , , " , , --.P' , , f ; it - - - -1 '--- - I- ­ - - - - .1-1. ­ _­_ ­ __ __ ­ --- --v- ­ _­ - ­ .1 - __ (o .
:�:=91:zt.. ____111_11_m1��"`­` - -_ ­­­ � � - .11_.__1_1 IC
I - - - , I " . � $( - �,__>_>_� =-" - �V­411W' ­11- - __ __=< ___ ­ �_A .5- �__ - �_­ � >:-= - , .- � .1
_� _,-e.P , , il's, � i - 1�1 '13 - ,,, , - �,;;-T, 0 - . 1�_ �_ ­. >�',��>��>­� �­ CA - ­ Ju - " A , 1`v
, �p, . , ,-, ­e 1 , � cot,Fo. , . �: ,\�t. - ,L - �
, (v. � !� '' & , " . �
y'- , , , if ul � ­ 1 ��,: :1 - �4.9. _.. - - - pf ,� 1. � __ _ ,
.
1 e" I I P � __ � f`i A, __ � - - rl\ __ A- prio'-41 , -_ , - ,,, L � - -
- _ ,,, � � 'I, , , 1�1�1 R* I 'I I ---. IWV�4&j -,
" �11 �, ,,,� I I � 1 ,� I � ; ; � - -, t . --- Qm* N`Vi� oRf_� _­_W� - � � 10W� 6sm, -- -----a
, ,,� I,., K /,Q �, /. . I a � , ­1 '�� - �, ­ - �. I I F ,� . _X__�_ -_ -_ ­_ SF, .. �� - -- -,
.� / \1 \\" 11�'� , Ilt � , I , IV i ; I I 1 I'll. I 0 � ,C�
�� � I i I - i , I i " I �_.'Y. l, r" 1, r I I � , - I ;u ­ , * - -m __ 1. __* __u_ - -­ __ I I ., ,, , � � P
- , 11 - I
,�� -�_` 1, I , ,�,"kv' �1 i � , ", I -- -� � I - _ - , u -_ _ 11'%,,,,� , I --- -- __ 1, � � �,
� ,"�,,- I ,r, / I ) I . I � , , , 6 � GRA,,� - - ED 7,> .. > 11 - ­11 " � - I/ 6 ___ I - 11, �o, ___1 - Rim 1: I �.
� N . w -§j- NT � 7W _7 � - ;z N \.14 IMAKIev M __
" ,_1 I I , " - - �_ , 6 � � ,; ___ - . 1� 16 �15 " __ 1-1 ,, , I I 11% — -11 I
, ; �, - 6 , , , I - ',;�_ � , �, �, �, ' i ,
- �N - I / I I : � FIELP _,�� I . — � � ,� III - ,_ � - �,_­ � — — ___ ­_ �) — � �� � _ I �' ull . SEE
- I
I- � , / � I J *l. I I - -I- _.., I ' "LL __,_ U -1 �t: I� I "I ; ) I . - - � - �> I " -_ ,I I I r � 6 " "ETAIL 04000.1 3, � �� l
I ; . I " �* <#k6 f '� I __­,� I 11 � -_ - - _. __ .— � � . > - ViELL �, `L I (CO) 111, ', D
: I I .1 - I I I r , \ ... - , __ - jk;l�' 7, - - 66 k le � , , � � 6, ,( r`YPICAQ 1, 1 � � P I �.
-
- � "I-,, � I - " � -11 " s- - - __ __ - - -1 - , 2 I "' � 41 1 1 1 r, I s (TI`PICAL OF CB H, I I lo�t
I 1. ! , � N: 72625IM38 1
� 1, l - ­ ,. � �, - 6 1 � ",­_/- -_ I 1� \ , , - , � I I � 1, E- 2073520.84 t I I l . r'
'. I I - I I I I 1� � ll, I � �j . � j : W � I
I �, ,� I - - ­_ - N. 725825.845 - - - 6 , , � 1, � , 1 CTOR SIfA4L ' �_ � i � I �
/ I ,r. - � - I I I I ,�e t I I � ��
� ' _'� '110- 0 I- 2073527.19 - I I I
... / I - ' ' '
, I , x � , . I .� " .r� 6 , 3CH , �., ��,� " I I I � �, � �, ,,
�_� � 5--3 . I , `� � ' ' ' I � I - I ',��
,j _�� �f,.,' . I '. . ,� A - ,_ � ' -6 1
, 1 ,7
'6 � , " L " _ , I 11 - -�vl,,,,
�, � I � r 11 L " � '�_ ­ - - 6 I- I �� �', — � " CS G, AND CB J) l 'i �
Er, Tf� , . i , , -- - 1, 6 - . � � . - - , I ' \ i
.. I I : / , , __ -I', � �, _�:�� - - I LT.i, .� - - )i-
_�, , - .�_� I f I . f i 1'?�,_, 01 I -7- I � �1,(?1911111�­___­ - ­_ I , , �,�?jj ­"� - 11 �, I , _ _ ��` � ,� '�`-)
- ,4 _1� , R - 0 �,
" " / I , , ! � i � �l 1:f I I I I�I , - � I � z 1�1 �_ � , � � l . > , i
�� � , '1� , � �1� - _0 I �� - �
, � , , _.�' , 4� 1 If . 'C' , , , l,_ �/ � I , V� I � �,6_:, ___- ,,_,__�, , 14 11 ---- ) Q. ;? - , _"" _g - r ' T 11 W - I I . A � I � I �
- ) __ 1� - " A � �
�
'
IV " 6
/ / ; ""I ,:�� - _�, � 2 6' �11 ,3, vlv_��,�� � , I I , '6 1 ­ - r - - ,��) �, - �
, ��/ - _,�� .... '. : . Nam / "' �_TIF '6 __/ WELL .1-1 " I
1-11 . ,
WIF 'TAM'Aff"HAEL & - - - 1,�_/,�
, � ; 'I , 1 1 Q -_ 6 " ,� �
, I ," ".., I ... 11 ,,- 11 , . / L 11 � �;;I �, I ,.,,,, 280,1'5 COWLEY ROAD 6 1 1 1� -1 I - - � I - \ c , , WELL ALLI � . , i i L I
� Z I . �� , , t : 1 . i Ill �'6 AfA 6 'fo 2,� 1 'B U, 6' ,� ., , 6 , , TAKE ALL IECESSARY ' � I I l
I x � �E=401.95 I WELL I ,, I I � % THE CONTRACTOR SH i, y
�,
I. ; " 1� '6'6 16 1 � ... I , ,�� ',I �,
,
'! , I � i, ,� A, - , I , 1 6 11 � I' ­. - - KLL ­ ��'fl� ' MMURESJO PRQ 0 - , � 4i l i
" f*j�r,) I. , I �� ,,� � I , , �- , % I i �
'I- I - ,D6 ' I I- / , , , , . I ("ARy, me __. __ - I I I ,,� -1 , TECT, ,,,,,, - ICI il, I I � l � � il �,
,
. � I .1c r �,�ROUND-391.26' I - I - I 1 �6 , �;, !� �i k. ,� � " -, . �� ,6 I TAKE ALL NECESSARY � � I � ,
'-" ­6 1 , , - .. 1 6 , 0 i - "I R17 E : '4 Nl'f' �6� i �
_�, I I
�, I "; 11 � 11 - - ". I I MEASURES TO PR07ECT f
- - �; ,_1 � I .1 ; � 1, . WELL 1 '6 1 - WE � � � �. � � 1
" I>e, , ; / : . 0 4 I -?,, - : , I '11 PIN 0.772-1 1 0-6545 "' , ' � _ M T 'VE TH � ." .' I Smaky, BONNIE, if 6 AND PRESERVE THE s' TEMPORARY �
I'll, ,
. ­\ . � ): , ,q ,� 5) �0_ i, � I - I . � 1'� -- - - NQ - DRAIN �
I . ; 1�� -1, � r I I __ - - � '
,
�_ 66:;, , I ,�� ', � � , 11 - 6 11 TI G SIIM UC . � L4
�_ - , " - I I I . d n. � , CNI 1, \ � I � 2706, COWLEY R&D
11\ , , : . 6 1, � � I : I � .�W � DB'-f 0638 r 11 - , , - I NIF - I 1, DMURPSIN 104NSTR n I � IiFLL I EYJSTING STORM DRAIN / TYPE Ill �
,
,
I ­a, , . : � - : I I I : . 11 I � I I I / 6 1 - - - , - " ­6 . 1-1 0 ,� It �
- I ,� , , I I I 4144�� I i � � _ �
- I' - I If, — - - - v. I .. . I 1 6 11 _ 6 C�RY �TC 1
�� �� . I - � c r1__ - - -11, I ; t - I --- ,__ IV,/]&, - ­ EASTFdDGE, ALLEEN R & R_4TRICL4 LYNj FFE�409�78 I X , I . 11 . � 11 I DURING CONSTRUCTION,, BARRICADE %
I . \�_,­Z:�­Z-;7�, 1 . - -,-- �, '� � . 1 1
­ ' I I . ' , �', �� , � llz­"__,_,��'K A i - _W P71s 7- COWLEY ROAD I FFE=401.16 �i I .
, � I , ; J , , \,l, �_ vVHYS-OA� A YNE I , % I I
.11 1, / ,'I ;1 ), -, I , I I k ��, , � �\­�- �\ � .� --- I � . � PIN 3B_029 , /
1 ,-'6 1 � ,�, � , � 1 2721 CARY NC (BASEMENT) - ­7 1 � 042- 1
I - �_,'\ / I ��, "l, ; 1 � � � NIP \ - I COWLEYROAD \ 1� 1�1�� � � -, - /
11�11 � , I � - -
� I � i '�,�, � ­­ _ ,6 11 :
- I? I ­q , % ., , �� 6, " '. � _" ; �111, / ) - CARY, � � I t , DB �06-K �
� ij- ,� I I ,�, "., , ff&� CHEN \ Is FFE=402,34 p ­_ ­­ _ IVC -'--- GROUND-405.11 11 \ i I P(�, 251fo N/F
i
S . ,
1l; �� I � � ,I, , \ /
i -- % 1�4 /` .. , , �� �_ � , , � , 1 " \ 1, FFE 411 . 4 PIN 07?-9-3.5-6837 / KIDD, ROBY -& LOL4 AME H JR
11 I I
e i ��D FFE-410.08 \
i'll j . 30� �, v � .
-"O , �� I I �­,�, �� ,17� 1 1 \ "I \ � , � -9809 COWLEY ROAD I \ GROUND=39&13 / I " , I I �1, I I I \ � I I �
i, N'. ,�]i��. Ei , \ i CARY NC I , ,� 6__ 11 � I
UNE)�
­L` I ' ., "I \ _ 0 1,
� "' Rd ,j*,�� I "i �VELLW� ,, "- �t " ' \ " �6 1 � , , ! 11 \ tl� R 4 1.99 :F - 6- PIN 0772-357-6737 DB 08440 \ GROUND--404,24 I I / �
. __ � 1, 6 �_­', 1, 1, \ " I - ___14��56 \ CARY NC
�� ­: " ` � I I \
I `6 — -,- -- - - -
. ,, .. _ Q�")� "\ - . � " -1 - I .
I �q , t',� _p� \ , -, ", " y ,�N� -, , , L_ I ,E � , DB PC 1344 NIP I
" kA , ��, 'k ,(­�,4 �,,,. % , , i \PrN o772-3s-54so , L_�! I I " I I ,/ k
I V��, - 1'� t , , - , " ,\ � - � I \ % \ - , :
_ , j y , I
,�) - 6 , / 1. I � -
_ C,r . "., - 11 , � 1, I ­_ ­ k I I � FFE=418.52 /
%C1 , 1, ­_ \_11_�_'.11_11_1_�,� _:� ��N 1, i PC 1227 HARRIS, SALLIE L \
I �m r t>) ,� ��'r , ,\ " , , , ,, DB 15470 / - " , , I ,-1, "`-j-, 2718 COWLEYROAD _"�1111 1%, N� PIN 0772-36-6,323
�� I , I 11 k --- Im/p GROUND=414,12
' 6 - , � ., \� _ � // ;1 ,- PC 133 "Ill \ AVIF 1`6 ' � I � �, x --- CARY NC ___, I DB 01609
2 11� '11� �\ � I 1, I " , I , I � I . FFE=407�48 , --------------------------- I I WEATHERSPOOAr. J"ES S JR I I I �
'. ­4'' ---I- , 141-Y I , I " ROBINSON, ED WIN S & LINDA S I / PC 0370
� , ,� - ____ ____ --- I " "I 1 2801 COWLEY ROAD !� ' I ��_\_ I GROUND=403.63 ----' I 11, 2709 COFLEY ROAD I " I 11 j, i ­­ 6 %
I 1 6 I? 1'� I" ' " I LB 01715 N I � I
� I -� I �
I— , ��_ - I _-, - i �_ �FrE-403 , �D I I - --------------- I CARY, NC I I I
� , ] , - , 66- 1 6 � -------.--- I 1, I , , I %
, I � �
", I , CAR Y NC i
,
" . I ,
- - I I , - , i � PLAN
, 111%­ `, I---- i , ___, __ " ,� i GROUND=4C2.32 , PC 0123 \ , !
11 i I " i
I
I -,--/ I 1, I __ � � �
,
- I I � ---------------------- _­_", I -,,, DD 02829 i ,-I'­__- - " I I SCALE I"- 40'
\1 11 , ) �� , "" ____­__­ ------------------- I I I" DB 11730 1 ""', �
6 �__, - - 1 0575 , I , PC 1561 1
11 I I il I I 11 __��C I ' 1 6 ,�
f - I . mmmum= mmummmmumm 1 11 11 I I I 11 I I 1 1 l , I . . ..... III's l , I'll I I I'll -1 I 6­' __ - - ____ __ ____ __ - __ ' —6 -------------- I `7 _____� -------- __ %_
; i � . ............. oml� -
� i — � 0"" I m1mm= I I I
I I � I t i z i
! — e � 7� ,
.
. � ; � � i i
------ i , 7-------- - � - ­ ­ ----- ­ ­ ­ � , , . I i i .
­ I � -1 I I . . I - - - I - - -6- - - ------,---- !- - - - -1 - �­6-6­ ­­­ , ­ 66- ,­ ­ ­­­­ ' _ __ _ _ 6' �6- ­ ­ , " - I 1-1 � .1 ­ I . 6 ­­ - ­ ­­­ 6 ­- ­6 - -6--6 [- - - ---- ­ - - , -_ ­ , ­­­­ . ' 6 ­ -- ­­6 --- - - ------ ­ - I I ­ ­ -6 ---- � � -6 ' '_ --- - - ­ ­­ - ­­ _ ____. : : � � I I �
� ' 6' - "' - "' ' ' ' -- ­ - - ­ __ _ _ � i
; "T , I --- -­ - I 1 ­6 ­ ' - - ' 6 - ­­ ---- -- ' , ­ ­­-------- ----. I- - I - - 6---- -­6, ­­­- - - - ­­­ -- -- -----­---­'-64- -___-­ � ­ ,_. � _ ­ -- - -- - - _�­ - - 6 � 6 ­ � .... ­--­ --6­­­--- _­­­- I I
I . I - � � � 1. ­1 ------ ---- ­-­ --6- " � ­­-- ­­ - - ----- ­ ­66 - ------ ­ --- -- 6 ------ � -­ '- ­F ----- ------------ - -- - ­­ ' ' ------ I- - --- --- � �
. i ! I ___________ I_____,". ___, ­­­­�--- ­ ---------- - - ­ ... ­_ ", ­­­­_­6­­ .. .... _-­­­­­'-­­_ -----
I : i i i l i i i
� I i I : � i i i ! I i ; e
A i i I I
i I � I . : ! i i i � L � I
� I � : � i i
I l i i ! i I � � �
I ! i : �
i � I : i � i � i �
i ! � I I ! i ; p . i r �
I . 1
� % � , : f j
6 1 16 ' ' ' I I i r : I �
I I I - j - - - - ­ � I I I I I - I - ----- ­ - - � - ;� - I - - � - - , I . ­ ­ ' ' I - I i I i i I
I i- - � . 1 6 -_ - . 11 - 6 - I - 1 6 ­ 6 - - - 1� - - I - I I - - I � ­­ - - -, - I ­11 .1-1 I I . 11.1 - - --I ... 6­ - , � i �
I I _ ____, _ _ , , , , � __ _ , ,__ _ , " - - I � j I --- —MR--a �
I ; I , ' 6 ' - '- - � ' ' - - ' - - - ' ' - ­ 6 -- - ­ -- , - ' __ -__ I
iI � ; . - - - 6 - ­ 6 f' '6' ' ' -'6-- - ] --- I - - . � . lq__ - � -I - ­ - 1 6 , ­ � "
i � i � � : I � I - 6 ---,-,--- --- ­ . � ,' , . 11 I 1. I -i I ­ I - ' 6' - ­ ­­ -1 ­1 ­6�,1161­­­ .. .... . ­­ ­­­ --- .
I I I � � � I ,
I . l I I I . �
i � I ; I �
� � � I ; - f e
I � .
I I I i . � I � �
j ; � I I ! c i � � i � i � � � (e DIA)
i I : I ; ,� l . 4 ; i
; . . : i I i I i I I
� I : � i I : i I I f
; I I ; i i : : ,e'N A I i STA-.11+97.98 (COWLEY ROAD)
I I L I 11 I I I . - 6 ' ;, , ,, , ­ -_ _­_ - ­­ ____ - .- 6 ...... -- , ­ -_ - ­ . - -, ­­ j ­ � , . , � ­ - ­ - 6 � , ­­ , -- " ' - ­_ - - __1 I— - .... � t I
I - - I � ;- I . - I I -� - - � I'll � . - � - � I � - � 6 - I— � ­ � 6 ­ ­ . - ­ - � -_ - ­ ­ _6­ , ­­ , _ J_ � , , .. , ,, " � , _ __ - , 6 ' ­_­ __ - ­ - , I .. 111. ____ - ­ I I - - - I - -- I - - - I �
; � i i I I � il 11 11 " ' ­ ­ ,6 ... ..... --'----' ­ ­ ", , - ­- - - � , - - - - - - ­ ... ��­ --- - - --- 6 _ .___­ --- , , _ _­ � -11+97.98 (TRYON ROAD) - ---- --
iI . . - __ j-­ ------ - -- - ­ - - - - -- 66 ... 6 6-1- . ..... ................. .. 6- ' ' � 6 � ' - - � I I �__ - 6 ­ 6 _ - 6 6 1 - .__ - _. _- 6- ­' -- - ­­ -6 . , ­­­-, _­­­-.1 - 1- ­­­­ ­ ...... . ­ .... ­­ ­ ­-, , ­ STA.
�
! � : I ! i COWLEY'r RUA D - '- -- - ­ � , .
. j I I
I �
! I I i I I . � . TYPE 1 RING & COVER
f � 6 �
I ; 4 i �
� i ! I l I - i so I
I 3
i I : I I � . ; i i � . I I RIM:420.8S
I i I I 1 6 i j I I 1 (4* DIA) I 412.13C
t � I I
! 6 � i i ; (LINE '131) I INV CL
6 . . 1 '6 - __ - - - - - I- - -, - _ - , � - � , '6 ­ I � I + , ', . - , 6 . - I­ - , - -- ' - - - -6 -- __ _.- � . . __ - _ . I I .- �­_ - I : 7 ,
� - I I � I I � - __ ---j- ­_ -, � , -6- 6 - ­ �' '6 - - 6 -66- -- -----' - 6- ' -- -- -1 ­ ---- -- 6 - ' ' ', ­ � ­ f " ____ __ . __­ - __ - ' ------- ___ - - - - - ... .. .... ----- ----- ­ ' - ,6 EXTENIDIED SAM
iI � 6 1 ­ . I ­­ ­­ -.1--­ ­ ­1 ­­­_ I I I ­ ,_­_ ­­ ' 6 ' 7*7!'-7�_ [­,­ ­6 '- " - - ,- ­ I 11 , �,.­ ­­­_ - ­­­­ � _­ .
t I I _ _____ ___ _-_ ____ ____ - ___ - - _­ � --- 6 " ' ­­­­ ­­­- � ­ � -_- ___ _-_ , _-,- -- , _,,_,_ _____1 ­ I I "'j,"", '_-'__­_____­ ­­- � ­6 ­ _� �_,__ - __�!77 1
: I . ; i . m I � i
1 6 . i
I .
i : I - � I I � I I I '' " _­__!,,7>4k- 9+41.87 "� 11, - � -,
� . r i I �, I 1. �
I I : I i i i
I i I I- ­ _____T______-___ --- _____ I TYPE 1 RING & COVER __"
� I � j � i : �
� I : I � f .�, �_ - -
; . ; : j : I RIM, 417.64 ­- i
�
; I ; �
: i I 7 9111 99' 410 420 � � I � � ! :I i i �
____ __ - ----",---- I � I
i ___� ; i I I I I -1 � I
� - __ I
1 : I -1 -_ -_ - ____­ ­___ - IN CL- 404.00 1 - 1 420�
i� i i I � � I i ! I—— -_ ­ --- ________­­­ ­ —
I i m E i - - -1
I 1 (4- DIA) I � I _______�_ �
I � ! I ; I MR 877b, ! I I i ; -1
. I � ; STA. 3+07.58 1 i � I I I t ! I-
CE � I 4 1 1 i i I
i : ; m � � 4! DIA) . i ! � ,_
I I I :( ! ! I EXISTING
I � I I : :1 ! . ! 61 �_ I �
; I L �
I � i . i TYPE I RING & COVER I I I HIGH VELOCITY MANHOLE ! 11 + __� i I l 15, RCP � ,
I I ; 4 %
11 ; I ; ; I I I
. __ .. .f ­_ _ - 1 �6 - - - I � ­_ � i
� i WITH NO \"T HOLE) 6 _ _ ___ , � I
- - ___ - ____ - __ . - I q I - ­ -------6 -----6- - -1--- - - 6- ' - 6- - - - 6 � - '- - , j - - -- - ­ � - ______ ------'--' 6 � _­ i i �
r_-___-'­-6­'_­­_" ­-­ ­­ , , ' ­6 "., � __________ ­­ � ". I—- I ­1 I
i : ! I : - - ____ - � - --- -+-­ , I o.l - --I--- ____ � - ­­ .6", -_ - EXTENDED BASE ___ - ----------­ ­Ir --­--­------ -­--­--­---1------- ­­-­­____­_1.__, ­ -­ -------­--­ ­ _. _­ ,---,__ _"-_--­_­'-6­ - ­ _­­­ , - �� 1� s -_ - - , _­- ,6 _____ - - - - - - - j!6­-'_­,_, -,--
I � i I : I i ____ - - ­_ � - - - - - - - - ­­ � ' ­17 ----- _­ - 7 -
q ! �_, I �" - - - - , -, __ -, - --------- * I - - ,-- --;, __­- ­ - - - - - - �­ ­ - - , - - - - 6 - "' - - ' �� '�"l� ��"","� ' ­ - ­­ ­6­ ... ... � ­66-­­-6­­ , -1 - . L� I ­ �
I I � I , P,!:" , ­ - -­1 -
� _
, J. �,� ,4 ­�� , P �',, -.,-
L "T
, , " , 6� '6 � j" �,, �' I
i , � � , 6��
.
. q � �; 1 �'6" � , , � � ,�jljj'j"6 ,,, � 6,
; ; � � � ! I . ­",­'� 6 �6 ' .6i "' , � , � ,�, � "!, m I j�
_ , ,,, ; " 6 .. � -
" ".'.'� 6 . ,,, �:".6, ,�
,_­,,,Ij,�,6,��66 �
_r . , - 6 ` ;� ,111
__ .
�1, _, 6 6'
_, fl
,
_ ", " , ' , ,� ­
,
" fl
�1, _ ' " , ,
_ ", _ ...
� _ " _ ,
i 56 � - - � , , j I
�� � (COWLEY ROAD) : � : J, ' 1, ": ,� ' ��,'�"6, 6' �Lj' ,',.',�6r_,L'�-,
I I IM:403.22 11 t � i
I ! I : � I I l STA. 5+44.58 _�r ,�, '' ,
� � III n :, 2� 6, � .
x I I I INV QL�392. i � � ',� I _, 6
! I i 00 . ,�`­ i � STA:O+OO (REBECCA CIRCLE) . i ­­ r, "".,,"T ,'6' ,
i � ,, !j " , � 6 j. 1.�
I I . t 6 �, - � .� ..... .. .... � L,' , , 1_6, 1
, - J. ,_-..+ 6
. � �,- 1 � 31 � I ,�
It � I � , T,�,6jjlj
; ,�,!­ �­5 '11 1 F _,.,61 ��' .,� , :1 �ji� 6 -
,;,
.,��
; l i : i I TING GROUND ! . ,� "I �, I � �,��,!�j�!�j��,�_
04 1 1 i __1 I ; EXS _� I I '. ��4 ��,_��',
" - - - ' ' - 6 1 6- ' - I I . I I . I � !- -,----- - , -- -_ --- , __-_ , '6- 6 -- - I - 6'--- ­ -- __- ­­­ --- ------ - --- -- - 6 - - ­ -, ­___ ,. ' ' - - 6 -_ �- , ­ � TYPE 1 RING & COVER i 5 I ;�. ';"',�
� _ , , ,6
1 1 1 ­1 -_ 6N
I 1 6 - - - I . 6" 7 ' 6 " ' , , ­ . I ­ "' '66 ' I . - - . ,_ I � � � - - - .1 '-6 ---- - , -_ - ­ . ­ ­ . , ., _, - - -'I" ' ' - '­­66­­-­-' ' "' - " ­­ 6 ­6 I �- 1 6- - ­ 6 ­ , , � - - � -1 ­­ ­ ' ­­ - ... 66" ---"------ ' ' ­ ­ _ _­­ ­ 11 1­ . I.- ­­ --" ­ ..... ­­ ­­ ­, � - ­ , ,� ­6 ­ -, ­­­­­ � ­ - 6; ... .... � ......... ­ " ­ ­. ­ ­6­ ­ ,___L[­_­­,_­ ­ - ,-­,� ; : � _,.",, "6,�',
" _
: ,Qlk� , , "! i
6_ �,,_�,
,-1
r , - � , _ ,��2�
� I : I ..1_1 - � I . 11 I I ­11 66 -6-6 ' - I I - ­_­ I -,-. -1 __ . - _­ � -- ,6­ 6- '66 On � ,6 -- ' ­ ­ ­j . - . " ­ ­ �' ' ­ - " 6 - - ­ -1 ' - - _- , , , _ _ __ ­­__ ------6 - -- ----- - 6 ��-,—­ -,-tl, ­­­­­ ­ , _­ , - ­ - 11-11 - .- � - ' - 6 - 6' - ' + 6 - - ­­6 '6' � ... � ... .. ......... � - -­ ­ " ' 6 -
I i i I I (VATH NO VENT HOLE) .;;w I I - , 6�.",'_!"4"�"� 09�! 1�, ,
: l � I , .1 � . �
; : . I � ; I / - -1 . .... ... �� ':' ,`� q � q .,
; i I ! ­_ __-,�, ,x,: , �� �:
! i p 1-1 i � i �� ,� , �J� �,,
i : ; � i I RIM: 413.14 L _��6'," �:6'­"�­ 6 ,,
; , I I � I I
I I � I PROPOSED �� 6 ,6
; ! i I i i I ; — � / — _� i ... .... :�', .. � I L -
'
� j — — — . - — , �6, '6�
-394.50 ,!��6��' ��6, " - 6
� i � I I � 11-11 INIV a- � . _____ , �­ - . I 1��
I ! � ! __ _r i
— ----------7—" �
,
! � ; ", _ . �_ 8- DIP
-
I
-, - , - ­ I 11 . - " 6- 1 1 __ . I I - . k... , ­6 ­ __ '- ­ ---' ­-­ -'-- ­ ' � - ­ - ­ -­6 - -__ , --_,,- �, ", i I — — — — — — - - — - — — - - — i ,�
6 - - ' - -- ­ ' 66- '- 1-6 . .. ... ..... 6 -­ ' - ", ' - , - - ' " 6 _ I I ' -6 - - . ' - - I . � 1. - � -11 - - - - I � — — — — I ? �� ��' _­­ � --- --- - - - ­­""' 4- - -1-1-1 I _1_.- WATER LINE ­6­6
1 � ; i I - I.- � , ­ ­_ I— � � - - I' ' 6 - ' ' - ' - - - , ' - � �� ' ' - ­­ -- ­­­ ­­ - ­ ' ' ' ­ _­ ­ ­­ ' __ ­ , ­ , _ I 11 -1 11 I 11 ---- ' "' ­­- i -��- .�� ,­ - ��- ­­­­ ­ ­ ­­ ­ 6 6-1 . I 11, I - I -1-11" � I---- ---------- - - _ _ _ , __ - ____ __ _1_______ - I -11 _ __ - - , �� � __ -­­­ '­ 111­­­­­­. ­ ­­­­ 6 - ­ - . ..... - ­ '- _­6­ ­_­_--- ­ ­­_ _­ ­ - -- ---- - - � L. ,6 ­_ - - ­ ­_ . ­ __ � - � , , ". __ __ - . � � , < , I ­­ _­­ 6r I­ ­1 I ­ '6" � " ­1 L[­­ I ", ­ 6 � , ­ ­ �
. I I ; , ___ �
,
; � I ,;,� .­� ­ I __ ­­11-41 -.1 � ' � ­­­­­­j­­­­.
IN- I —
MH 84
z
i
I
WH AZft5*
I
JAB
Cn
3 (4� DIA),
li
� � 1
I 1
(4' DIA)
1
, 1�1
____ ,__ - HIGH VELOCITY MANHOLE
I ;
--- - - � - ­1 � _ . - ­ --------
! I
----- -- - - ----- --
H1,GH VELOCITY MANHOLE
STA: 1-+72.58 (COWLEY ROAD) __
I ."
,------ ---.--- -
- I I e
-
(3 STA; 0+00 (COWLEY ROAD)
I � ;
I
STA:,3+81.56 (LINE 'Al
I z /
� - _ - ------ - ___
cli STA: 0+00 (FRANKLIN HEIGHTS ROAD)
400
�
11
qj �
.
TYPE 1 RING & COVER
"I
1.11 � I
I I ,�,
C-r. -TYPE I RING AND COVER
.. RIM:398-40
7
-_ _
(WTH NO VENT HOLE)
-1
z I
I
a IbIv �&: 390.00
2 I i
.
I C . 1 .
� �
RIM: 393.12
INV CL, 00
/ . �
Lrf !
12 � i
I
.... L �
:9 ____ ___ ______j__­____!____ _
'1< - - __ - ---
1
;
_ ____­­_. � .... � ---- ­____­__----
j � i
-­­­
I/
i
­__­'--_­--­­_..
�4_
i l
I x
__,_.-- __
'
7 i i
; t-.11
� ,
.
I 1-1
- - - --- ----- ­­­­ -
- ,
�
�0 ; ,," L I
I l � I
� 11`1 I
�
� �
i
I
i i !
I
I
i /
�
� 1,/
�
"
t
r ! 11,, I
I
; i ;
-
I'll,
I I
I
�
�
: � ,
, 1_�
I '---'- - - -- -- � --- ­ , " � j­ - , __
­1 - - ­ I � ­ __­ � !
i 11 i
1; "Ill
__­ - �.. - I.. __ �- - - - -­­ ­­­­­­
�
� ­­
� �
-�' - ­­­­
I
�
­ ­­­;#e­'­ __ I
i
,
...",
__ ,<,'. ��
,e',, � ,�;'11__
1, ., ��,
CD
E�Ir
; �
Em : � 1-11
! I
i \ �
I
�
!
� I � �
�
"I
�
.,­T�', � ,�,-,
i
,,�-
,
/,�� " �
L ; ,
: !
� �
I
�
"I
l
I _,'­ ,,�;,'
�,,�,
� ,
; - . I
� � � , \ 11 . .1.1, � - 1/1-1
4i ! I
EXISTING GNUUNU ,, ___.
. .. ,.-, _- -
_'__ , ,
,;;11�
l
I � I -11-1 ­1 k -
,�,
, :�,��,
`�' " I ,.�'
-
I.-
; I'll /
� �
� .
I l --� �
I ; !
I ! �
I
I
I.."
I
I i
� I ! /`1
I
-11 I
" I
"',-- ""
� ",
. I , f ,1
; ! , _/
m I I
pf') , i ! 1-1
I
- - � , , � -," I -- ,. - ­ ­-- I - ­ ­­ - ', , , __,,,�,��,�-L�-------"%,.-,.+----�''-L----'-'--'�--�----'-�".�,—.-,-."-l",----�
f �
I
I r
. -
11�
,.� I
_1111­11-- -1 I— - �.
r 11,� 1. I
I -,
e , ,;,,�
11 1. ­­ ­­­ - .1-I.,
,�, ,, - 1_
I
- - - I � ,-
-11,
�
; t j
0 L �
R ; ­__
11 - - :
I
; \1 1,
I � 1�_ �_
. ,
,'11�,
. - ��
. ,
I
i
i
I �
! ; � __�,, i
i I — � I .
� ; I I I
I � i . � I i i
I �, �_ �
�,
�, . � � ; !
I
,,�,�`, � � �,� I . : i
, f � : j � I
, _� � I �
L, � - - ___­ ­­_­ ­ ------- ­ _­­ ,,,,, I � I � ­
_ ___ _____j_­ - ____ - -,-- __ ------- __._____ --------- ___ i I
_;W.�-, ------------ _1 ­-­- _- _- _ ______,_,_ __ ­­ - _­­ " -,-,---.- .11 i.,_ _.....__._. ---.----�----.—"-.--,-"--�—�--- � I �;
i ! - � � , __ _____ ___ . ­ -I-,--,. ______­ ___­111­1­1_- _____`L__,____ __ ------+-- 1­ ­ ____1__­.___________1 ,z ; 11
"N'
2
l 4 � j : . EXIS71NG�i p 11 � .11. . I _�,
, " I "
­� , , .
1� - � I - ; j I 11 e. �� �t;�v.,,
- �__ � I PRIVATE I .
L I __ f �,
., � - i I . 11 � _,L_I�l�
� --t EX13TING c I � - _ - ��;;.
; I 'At (APPROX, I I
_� : W EXISTIN ,,-;<: ���;, ". -
TV . : ! , ,1,_ .
- ; L �­� ...... �, ', �,
'11 ­1
- 40 400 410 1 " ­ � I I n LOCAMN) I RC,j � ,
� ! I ; I I IS' i ,� I
,,, !;,j �, , __ I i I ­ I - -_ f I -_ i � , __ __­ -­ �., ­.. I.. ­. ______;_ _11111 5�'�� �
L I I I i ;,,,�
I . I I
'�r�,,I!��i��!�� . I fal:�,�� ,I �-- �t
I I ; � I I "I - � I
I , �
� � 5 ,ii,,,,� - ---- - I
,,,1;,"1!!�,` i �, ; � � I i ,Ill k il
, " :;%�,-�,, I , � � L I , 1 !!�
I �� !I'll
� � L� � "_ I I � i g 1l, j
� I __
t
I - ,
11 :" � i I I ��11� � �, , ,� " !
: ; 777T ,
! ! � �
" I I ,7�,,',��,�,�l,,,',--�L,��,,'7,7�,"7,.�i-�,�., ­,Illfl!
__ ; --T- 7] `3 - _ _. . - - � lj! 1, � i
" " �
, I .�,� � - , ,�i,,� I I — -- f t
__ __ - _ ­�� i-j_�,:_ � ,��� �,_�L �=A ,� i 11 �� L i
"_____1 I � - - ,:� � " , , � mm MM77M; 7177RP77�7���­1�1__J_ I ,�!�%
- - � - � ii _ - ___L .-,-. .... � ___ __ __1 --- 11-1 ­­_ � _ ..... . � �77� ,
� \� PROPOSED
8" DIP
i � _ WATER UNE - _ _ _ ] ... .. L "
�
I
9
390
­­.- ___
i ; L; �, ' '�'! �
.1 I _�`:
: _..w.�,:
� -�
�',
"
�
�
JAB
I
�
I- , - -­ \ 8" DIP _______11_T_______
-
I
Scale Hor:
1_��_
'X,I,i�'
��
/'_�
1" = 4'
.
:
z .
In
-
I . - I
­
I 1 - .
I - I
­ 11
,� 1\1.
.N
16'",
'�,',;��'�,
I
- � � _­
i ! j �
__ " , ___ - �
�
� - _ - ------ - ___
I '"
I
� 1� 11
" 11
11
qj �
.
I I
------
1.11 � I
I I ,�,
,, � ,
llx,;.,
,
i
i
-_ _
l
i
I
'ee<+ �',
:V,
� �
I !
I
Lrf !
. I .
I �� �'�"�,
I , ,l I
7
:
:
I
i
I
I I., I lli�X
rl;,�_,, I
,
,�L�
I 11 I
�
. �
.. _­____________L -- ---- ­­
- ­ ­ - I ­111I.-
- .
i ____._.______
-.---.,----- _
__ __ _______
- I
- -------- __
I 11
� i - 11 ___
------- ­­ - ­, � o
.
I
I
I
:
�
-
,�,,-�I'L,",�'_11
n,� _
'_ "-;� �,,�,�,,
,� I
�:: .
�� � .
,
i
� I
"
I
-
- ___ ____ ­_�­­_ - I
.
I
­__­­_­ -----�t ­­ - -
:
�
CD
E�Ir
:
;
i !
Re
',;.�
l
i
,,�-
,
/,�� " �
L ; ,
�,­'
,�
v
�
I
� ;
I
7-
I : I
�
�,,�,
; �, � I
I I
',
I I
:
E �
�
­ ­ ­1 I I -1
I
Ii
I
I __ - ­
i
- � - ­ -1 I I -
� ",
. I , f ,1
.. - �
- -
,
"
I
�
,xv -_
I I �
��
21 1 11
I
, r�_
I
I _ __ � � � - - -
-- -- - , - - 4� - - - ____ --- -
� ;
_ - - - - - - - --- -_ � . , - - - -_ -_
i
I
; \1 1,
I � 1�_ �_
. ,
�_ I-, �
- , �
i
A
f
i
i
�
i *,.,. '-, L �
i . ,,,,
, �� � z � ­-
, , , ,
,_­ ,
,
- 77�
- � �
, r
-
� z�,.
I'll ... � ? ; : -
i
I
�
;
1
.
­ __ - I'll., �
, I
I
�
q
!
! I
11 I -
� - - ­I
, - - -
I
;
i
I , I L - , ­ - ,-
i
� � �
� .
I -�
;,
,-,----- - - , ,-- -
� I � � � , " _,�
�, -1 �-
I I
'
' , --- ­ - - ­
i
I
­ - ­ -­
� -,
­ . ,� I
- � i: � ."
I ,I
11 ___.. -_ 11-
I , + :
I - ­­­_ -
- - ,
i
­­­ � . - I - . - - � I I J.-
I
I
r r � I
. I . r - ,
3
�
i
- - - ­_ 11 � -_ � -_ I � �
- i�
i
I
I
I I
i
i
�
� ;
I I
j
i
i
l
�
�
�
i
- ,
�
�
�
i
I
L
. i
I
i
i
. .
� ­ I - - �
i
:
_. , -111,
- I I -
I
- - ___________­____,
�
A'
I !
EXISTING
­_­­­_
,_­,__-._­­__­­'_­ ­­­ ­
i
- _____,_,. __ ��
_ , _
11 ­ .. 11 I
i
1. I -'- � ­ rl ­­ ­ -
9
1-1-111-11-11-­
-
i
�
I I
.... . ... _ _ __ __ _ �
- __ .
;
. �
I
l
30' RGP
___ -
I
�
:
i
I
� i
0
z
I
I
---- ----
� l
: :
I
- I
1, -.__7711,
I !
I
, , T___11"""_
1-1 ­­ 11:�
�_ ,
7 , �e_ ,: :
I I I I 11 I I
, , � I . � , I
I
�
�
�
--- ­­
;
t
�
­­­­­ _­,__ 11 ­­­1 1.
11
I i
i
----,--, -_
I ,
- 380 ...''.111111
9
�
I i
. ­
i
�
-i ........ --,-------- .
.
- "
---I---------
i
-
�
�
I
I
.
i
­ -------- -- ___ - ­
______
__ I I
C.� m
14: 9 , � (q 2 S
I­ I",
co "ir 00 C`J L6
m 9 m 0 0
m m I §� - r_-, m 9� 14, 1 ,It
I
I
I
Is; ...... �"� �1_1!`,
;L�"
�. , . or$,
­ ­1 ­­­-
390 400
. .
­11
380 - � ­j­­ 390 ­
)O ­ 0-+50 . 1+00 11+50 , 2±0 _ 2+50 3+00 3+r,O 4+00
_ __
­­.- ___
­ �- L.1___.____ ­.­��
� ;j.;
" �:;:f,Ltj�­
�_��, '_
_­ �
1;�:. - --;- - - I
���
I
-------- I..-,�,,�--l�---.,�,���l.-I--,---.-�,�-1-11
I I
JAB
I- ­­-, �
­­­­ r-r- -, -
;
I- , - -­ \ 8" DIP _______11_T_______
-
i
�
Scale Hor:
-­----­­­­-­4­-
Scale Ver:
1" = 4'
--"--,,- ",,-___1­1111"-1
- - --
----- ----I-- - ___
­_­­1­11--­�
­­­' - �,
- � � _­
­_ , � - __ _ - - __
__ " , ___ - �
�
� - _ - ------ - ___
I I
"I
� 1� 11
" 11
I -
I ­­11 11 -1
1____ _____ - __ �
------
_ --- _ __I�
i
___,..,__., __
____
l
I.-L- ___
­-.1-1 - I".. - I'll -
:1
-_ _
� �_ _
I
:
WATER LINE
i
I
i
- "' I � LLL l.
L'
I
I
-
,�,,-�I'L,",�'_11
n,� _
'_ "-;� �,,�,�,,
,� I
�:: .
�� � .
,
r : I
� I
I
I j .
i !
�
I I
I I
�,,�,
I i
.
1i
`� ,��,,
I
",
-
,_
i
�
I
; . ; ;
I
�
,
� � p
�
�
�
�
�
I 1.
I
�1� I
1 ��
:_Ir.
� �
m I i
1, I
,
-1- - ""'
� � ­j - - ­­­­ I——
I
­­­­­­'1­r'­ ­­­
I " - -I--
I
- -,-'---'--r ­ ­­­
I ;
�
- -­ - ,
, -- - ­ ­­ "" ­­­
­ ­­­­rf
...... _­­­--­--1­1L -
,
I
!
---- -- - ---- -- 1-+_­____.______1___
I
I
i
___ -------,.�-,---�,--+-,-,,��",�.��1-1"��
c
� ;
I
..
..... . ..... . �t­
I
I
"' - ­ ­__­
­­­­ - _. �­ �4'
I ]
I � ... . __
I
o
­­ -
I ,
11 �. I.,
'' -, ­� 11
L�'L, ,,� -, �111
�e, I ���
I :�
. ,� ., ­­ e,
-1,
. -
, , ­ ", ­ I—
.
­i­ � �
I
r
:
- ­-­
------- ­
I . .. .... --r.-.--- � .... �
__,_____­___­
.... _,
­­­­ I— -
:�
..... r :­­­ ­­
�
�!
- ­­ 1­1­­-
1-1-111-11-11-­
-
I
�
­ I- ----,---,-,---
!
:
I I
.... . ... _ _ __ __ _ �
- __ .
;
. �
I
l
�
�, _ ___ __ - -
I
:
:
___ -
I
I - - , -, , - , - -
�
I I
�
- - - - - -_
i
---�l----,�,,�l.-�--.,��--''.,��-,-�"--------�------..,--��---
I i
I——
---- ----
�
11 I
" -1-1-111-11-11,
- I
1, -.__7711,
.11.
­­-­­--
. 11 1 2
, , T___11"""_
1-1 ­­ 11:�
�_ ,
7 , �e_ ,: :
I I I I 11 I I
, , � I . � , I
�1' ,
, , "� ".. ""..
", ��
� ­­, ­j­­
�
�
1: ��
L
� ­­­
--- ­­
;
t
�
­­­­­ _­,__ 11 ­­­1 1.
11
I i
i
----,--, -_
I ,
.
i
­_ -,
",-,-,-,--
__ ---
I
i
i I
,'I ­­ ­ , ­__­
�
- "
I
A
­­ ------- �-.-1-­­-­­,­­.
�
�
: �
�
1­­1­-­­­­-�,_­­­_­,_­__,
�
­
�
i
�
i
I
�
�
n
I
i
i
I �
�
I
I
I
..
'�".-_!_711!
:
�_, 1519, , :��,�
� I . " ,, �
,L .
", , ,� � , � � : e�': , ,
- I ��, 'L
�-.�
%, , ,
, _10�
I
i
; I
I
I
i
j
I
�
�
I
I
i
i
�
�
t
I
j
�
�
�
�
i
�
- -
.
— r
i—
�
�
I
�
�1
_��
-
t-Y-0
ZE-S
0.
- I—
__ I - - - i__
�
___
�
!
I
I
�
-
11
�
-
I f
�
�
;
�
�
i
I
I
... -,
, �'%1_2_
!
i
�
i
I
I
I
�
�
�
I
­ ___
________ -------
-
. I I - _­
i �
�
�
- ----,---- 11 -, ­ ___.,_________--�,
I
�
�
I
� �
.
1­­­_________________­
I - - -1-1
1, I
I
- _ ­,'­­�1�1:�Z,,,
I
­,� �
, , .-�,
,Ir�7,5,
i��
11
7
.11, ­
_____ ­ - . ----------
p �
�
L - I - I -
�
- __ - __ - _­_ - -
I
- - ___ -'----
�
I
�_ ­ - __
­- '' -
'- - _­ --'- ­­
-­­-­-' -- -
L - - ­­ ----'-
!
-
�­ -
______
­ -_ --
*---""-"- ---­­'­­­ -
­­­­ ,_­__­___'­__,__­_______
�
_____'_­_L ---'
� r
�
- "r � ­­ _-
------- �, -'--'-
�� ; .
__ ----
--­­
111-
­r1­1
I ; I
g
­�� ' - _­ ' ' "
I_­
�
I . .
- �" ­ _­ ' "' - �­­ - ­
�
l
c I
­ " - ' � ... LL
I I
I 111.
�­­­­
­'­­�­­­,
el
, 11 �� 11
% �. .�,� I
� I
1, " �
L � -
, r, I., I � I—- _11--l-
�
� �
I I
- '"' ­ L ... '1­­+--'-­ - ------- --
I
. : �
� �
­_ ­­­-­__­­
I , ,
" - - -
- _­
�
� �
____ : ; r
__ i
.......
� ........ ..... ____
�-��,,�'I'L�'-�r--4'�-L"��--""-�.L�-�-',�,,------,---,-�,
i
�
T
I !
---
___­_r­
----�-r�-,-,-,-,�,,---,-�-.---'--""-L
- ----- --- - --'-
I
i
--,--'- ' -
! �
� �
'-- -'
r- lr--"1--+"'
_'_'­____'_­
.. .......
­_­
. .............. r ... .....
�
� i
�
.. ��.�.,�.".��,.''.�"...�,-",r,-�-�-""Ir"�",�-
�
_",
�
I ; �
I �
$0
�
�
-
I L11.1 ��
:� I 1 ,­
!
i
I
I
t
; i ;
� 1
� I
i
i
�
�
� �
11%, I
11111
tl
--�',
� ... .. . � , �,,��,. I �. �� I �
� ", ­ - �
�
"I - 1-111-111. 11-1-11- ­ -
,
j
­ 11 ­1­­­­
- ­ -
­1 11 '. 1-11- ,
­_ ­­­
I
-1 11 "I-----
____ - _­ � - ­­'
-_-­­'­'
I ; !
'�""'�--"-,--"---�-r,�-��,-�'�"�'L�'',,,.,,,,,
­
­ ' _­­
. i
� i
�
­­­­­­___­j .. .... L""' '
"""
,: I
I ­..
­1, L --
i
I i
�
I
I I I
I 4­1_­­­­­­­­
�
� �
I i
� !
I
� �
I
I I
I
�
,
­­_ -­__­­.­­­_,__
! �
­ _
.-.-_ _ . .
I
­ �
I _.1..1 � ...
I
­+­111
­­ I., I'll ,.
�
- ­­L ­­­­­ ­
I ­­ - I ­­ - ­11-il­ 11-
q
- � I
I ; c ; __
PROFILE
r r . � :
NOTE
I
% I i
� m
i i
i i
i
i I
i
I
I !
i
�
I
�
�
. i
l I
ALL DEPTHS SHOWN FOR E)aSTIING PERMANENT
�
L � i
� I
I
i �
A
�
�
I
. 11- I �
1.
i -1
� ; SCALE: 1"= 40' HORIZ.
I
' ' I � i
UTILITY LINES ARE APPROYJMATE_
­111'11 ... ­111­1­'­-­­
- 1­­-­11,­1_,
1 � I
­1­­­L­1­­­11
-1 I— -1 I
- -1 -1 _­_­4­­. L11
�
� ­--­
­­­­�­­­1 L­ ­ ,
I
­ ­
,:,, I ,
I
­­ ­ ..
.... . ....... . . � �
� �
.. ....... ,1'1"-II'Ll'l---,,",",,,,,,,,,,_,�...Ill���-1,1.�L�l��l�,,��.�.,�,,
,­_­­­­�. - L-
�
- - - L " L,
I !
� : lm- 4' VERT.
. �
I
: I � i i I
- : -
.
=
-_ - - i
i
L I
�
I E I �
I i i
I
i
i
1
�
i
�
I
�
�
a
4
.
�2
6
I
��
�
(O
(1-1
.
I I
�;
�;
. i
�
___
0)
rl�
I
!
I :
f�
�
�
i i
­­­1­1
F
�
�;
I
9
- �
co
M
I I
�
�
I 1
-
� "t
r*%
I-:
"
m
4
-4
,It
1W
It
lqr
t6
r_�
6
-
144
-
______I
v
v
-
'IT
-
. v .
�w
. ::�
.14,
-
.
-
,sr
F
F I
��
;
N
't
N
14
4+50
A+00 r,49;n
A4-nrk r.A.r,n 7.i.Ar)
74.r,n
04.nn
O-rn
e%. ^n ^ . 17-A
A f% � ns",
4 A-r- n
A A � ^^
A A . -
z
0
.
(0
z
W
F-
x
ui
cr_
W
3:
W
W
0
z 0�
< W
W 3:
W
�— W
< (1)
3:
(0
�_
X
0
W
3:
z
_j
�e
z
<
W
U-
�
I
I
I
�
�
�__�­__ — ����������������������������
Proj. No.
!LLi� I ,,I
SW,5017
Design By:
JAB
Drawn By:
TGC —
Date: NOV. 14 2013
. ��
Scale Hor:
I " = 40'
Scale Ver:
1" = 4'
9HEET NO.
04

4_1
GRMND NOTE: 7, -------- 9B 14628 KOTE:
------------
=412-26 Pallz 119 7 HIS PROJECTS SURVEY WAS COMPLETED BY THE
7-1 REMOVE AND REINSTALL NOTE.
NIF - - - - - - -
REMOVE AND REINSTALL TOWN OF CARY ENGINEERING DEPARTMENT.
MAILBOXES AND SIGNS 0
MAR SHALL, EVERETTE ARTTCE
.G ON AS NECESSARY V ALL HORIZONTAL COORDINATES BASED ON NAD83"
2704 COWIEYr�5AD I -- ----- ALL ELEVATIONS BASED ON NAVD88, 11
MAILBOXES AND SIGNS
-Odl ARY A 6p,
AS NECESSARY
u
r-7- NI
bkrE
_:1IN 0772- CARD, RACHEL, S
GARB, CIRCLE
-A Stk J,F GRO D=411. BRIAN
17 V-4 - �!-- -o- NIT, r77�
DB 042hil' , I �� �'_-77-7­r7, NAP LAWS li"\ 6817 REBECCA
_4, UPS, WILLIAMS, JOEL
-637 PHIL CARP MC r. J,, 6805 REBECCA CIRCLE FFE=415,99 1 6813 REBECCA CIRCLE ----------
CARY, Ni.' GROUND-411.56 CARY NC
TICE
V, -35-0609
I tg Ell! PIN 0772 z
PC 0772
PIN 0772­35-3616 DR 08808
X M -J
'W'' f
GRAVEL
0772--35--1618
7t %I PIN
' eAl I e DB 06737
T BA14800 DB 11141 N
11 STEDMAN, DELORES W PC 2257
PC 1394
�T�H GRAVEL 7_7
CAPACE 6809 REBECCA CIRCLE x
A v 'r TF(-741 d.T WELL
CARY ArC m
x-----1 GROUND-412�60 (D
/ pt r�rr UNKNi0­NN)
F)(c_ 4
N/F
CHECK DAM
P��OZ72-345- E
K'
P, t.NV (�t 4?fl, 4
'7
A
Of
2qf6
CONTRACTOR SHALL PROVIDE
\' IF 2d,"CLYMONDS, MATTHEW R & AIF INSTALL SEM
PO/ DB 6�'J" CL
41 CON,5TANCE C FFF-421,33
6 -P CO BETT, GRAFTOM J & 7
SHERRY PC 066�25,� 8ASEMENT-41 1 �92
-T ON PLANS AND AT E
CARY �VC jz CL
-s 6221 SERVICE AS SHOWW AS SPECIFI GROUND-415.82
HUNT, JEAN TRYON ROAD WELL
iY ROAD
2700 COWLE I k1Rx_KC -------------- N/F WE (TVICAL)
PIN 0772-36-22b6 62q9 TRYON R I- ROAD N. 7257M.33 T A MINIMUM SLOPE 04000.
MCCLYMONDS, -41ATTHFW __CARj�. NC E� 20 SEE DETAIL A, rn
-PIN RICHARD LL
0772
DB 12135 MCCONNELL, 1CM L001SE
DB 68009 6229 TR YON R OAD PIN 0772-36­0274 68P-`REBECCA CIRCLE
3AV� CARYIVC
CAR Y
PC 1653
P 0206 DB 12366 NIF lv"" 0) cu
WOOD, LARRY A CONC
S -2072W�
-36-1284 PG 1740 LE, TRAO C4jd _z! kv PIN 0, xfw 16263 TRI10N ROAD
PIN 0772
CARY NC - A D-B 14400 A401016 C ca
"A
6261 TRYON ROAD
DB 04311 CARI� NC
PC 0943 PC 0841 f Ik
WELL k*4m0IIIIIIF 0) (=
PIN 0772-26-9263 P1JV 0772-26-6241 Al t--f- mw_ - FFE 427�87
7_1_77�_11 7 DB 04801 DB ! 04 ......... 17=4�0�30
Al 7- (D
J.42 FFE=4 PG 2567 1
• FFE=47 "0 PC 0452
GROUNf424.93 GROUN"! 111�� 0 M
0 431,84 0
10 MB
FFF,=432.96 00 PXR115N'TA 1,
-22 71 Al 4 83
4 -'3 C:
SPNG
WL
1+
6
YY
GROUND-432 84 H 87 1 -------- t7�., 2+0 REBW SILT
FFE=437�
Elt
CA Cpl Cy, E
11�zpl FENCE
ui
FFE=441,75 (TMCAL) E
PRO DIE YARD SILT - I - - - --- I OP UTILITY &
GROUND=4'8,51 0 mex
44 PROTECTION, FENCE REPLACE DRIVEWAY 54 m PIPELINE EASEMENT
REPLACE DRIVE7
INLET PROTE REPLACEjORIVEWAY (TypIC APRON PER,DETAL -E <
FF �44.84 Ton
► 0
03000.11 z
APRON PER DETAIL_ �D-442,00
1�4 SEE DETAIL 04000.14 AL) 4-� �(UPE-1150 SF)
a C, -03000.13 -AP11% AIL
GROU
0300D.13 R >
led >
mv�-
j TAKE ALL NECESSARVOWIELL WELL WELL APF N P ETAIL REPAIR GRAVEL DRIVEWAY 51
THE CONTRACTOR SHALL RIEF CE D Y P
0 (p 2073014ZO vv I
N:726377. GRA
2P73339, v CONC, ""70TAL 5.3 TONS (CO)
A
CTION : E- k1v,'j\j-\ : 11 1
2'00STINO, STORM DRAIN 'NELL PER SPEC] 4' -1, - 14. Z�
MEASURES TO PRCTLUI 726333.90 030 1 FICATIONS I %� -- - 4
AND PRESERVE THE AOOM*k
4i �r,�SEC110N 2100. AT N
GRAVEL TYPICAL
CLEANOUT (CO) SAJEWTE SPECIFICATIONS EPAIR'-'GRAVEL KVVII)r- I
NIF PROVIDE /An RIP RAP
EIS
r7% W,4RD_,bEJVN1S WA do PEC TOTAL 6,5 TONS
GR A VEL GY JANE SECTION 21000. CHECK DAM Mix r
AII m ' / n0FICATIQNS FILTER BE
2712 FRWLBY ROAD - -- -- AS SnCIFIM SE 4 gi 000. BASIN ks,
17 + ©0 ItITAL SPEORED
m8x L / I
-BARR' kk I j 0 PLy 0772-35-4809 v PU
15 RCPT , �10 VA�LK (TYPICAL)
?�J_ST�ING
SEE UI DETAIL 04
DB 04310 77-77-,-7 rr y4wv. THE CONTRACTOR SHALL
Tf!
+__:_: "7" 71m _q =_ 06
S,cN o I? PC 0610 TAKE ALL NECESSARY INV-
MEASU To PROTECT C&)
RES
9)
TR Y0
N ROAD (SR 1,00
4-, C=FFE=423.66
GROUND-421.77
- __ 1, a WE�L
AND PRESERVE THE,
C%_
REP J., EXISTING. STORM DRAIN , 2 AP
ROUND-
HANDI
JOR
DURING CONSTRU ON
=425.11
X
UND=421,06 ALMV BEDflOCA CIRCM
SIDEWALK PER NAMUD
PROVIDE DROP narm
WYNC
DETAIL 03000 ____/ --------------------- AS NECSMARY, POWER POLE TEMPORAR', G w. W
-11ENTRR CE PER OF z R 4\
INLET REPLACE K
DETAIL 03000.07 -------------------
PROTECTION. SEE - SHALL BE SUPPORTED. TYPE 111 `-4 WELL RASTRIDGE. ALLEN RANDALL PIN 6M-2% 86
0
'1A L YNN PO 15.44 z
DETAIL 0400013 4 CONTRACTOR IS RESPONSIBLE BARRICADE EAS77UDGE, PATRK plv Ong 6 DB 017f
TOP CARY NO NIP, SN's 0
------ 6804 REBECCA CIRCLE
. . . . . . . . . . K FOR COORDINATING ALL WORK
�(TypICAL OF CB; H, V
CB G. AN15 CE SMELTZEA 19REMY 1' S
JNVOUT_416.� 1. - / I I - I _A_� - Q IsmELTZEA KRISTfE DAWN6JESSER
I jy AND SCHEDULING. DUKE 4� WELL PIN 077-7-35-Z679
A
E 'BEC
ENERGY PROGRESS' COST DB 07099 6812 RE A
--------------------- -------
------ -- -----
-.4 ------- ------- -- ----------------- SHALL BE PAID BY ALLOWANCE --CARY
----- _- ---------- - - -------- Is PC 0230 _26-906 �
------ 1: ---- ------ ITEM IN BID. CONTRACTOR OR6 P0 2370 1
PIN 0772-36-1
FFE=427,36
COST SHALL BE INCIDENTAL PLAN I'll GROUND= 42 3.64__'>� x 06
DB 09446
P �FF_)_M33.3 1'
FFE=436.23 PC 2210 P (U�D412. 01
SCALE 1"= z
GROUND=432,29 W
IR
<
_j
W W
430
450 430
450
CC A
MH D3
PREBE AC% I RCL E (,V DIA)
z
EXTENDED BASE
W
<
STA: 5+10.78
LINE V) TYPE I RING & COVER
<
(4- DIA) HOLE
VATH NO VENT
TRYUN KuAu STA: 17+83.61 RIM: 425.00.__ LLj
E 1 RING & COVER ---- - -- INY gz;,!L1 L5A
W
RIM: 443.29
I v a-437.00
(LINE 1131) <
c
LLI
MH
(,V DIA)
STA. 15+60.61
TYPE 1 RING & COVER-----
EXISTING
MH D2
PRIVATE
VATH NO VENT HOLE
MH B7/01
RIM: 436.87 WAIVER 1 (4! DIA) co
20
4
(SERACE)
INV CL, 427-25 440 420 (4p DIA) STA. 1+50.78
440
TYPE I RING & COVER
. ..... HIGH VELOCITY MANHOLE
EXTENDED BASE ui
IM: 417.16 EXISTING GROUND <
STA: 0+00 (REBECCA CIRCLE) e,
NY g�jQISQO 3:
EY ROAD) 0
STA: 5+44.58 COW
LEY
I RING & COVER
z
WITH NO VENT HOLE
RIM: 413.14
x z
39:j.§O
L77�,
='l .5
4 �11 j1r1j
7
0
i EXISTING GROUP40
i A EXISTING
EXISTING' H? " ?C";, I 11 z
EYISfl'4G GROUND --\ PRIVATE RCP
EXISTING i
WL (APPROX.
...... ......
V& (APPROX,
T­
PRIVATE
LOCATION)
LOCATION)
EXISTING
7 LL
GAS LINE
Ed
PROFILE
HORI:
L2
'Ir
Nr
00
m
CIF
�01
V
N
CJ
t-
-- t--
m
W
Sfanature
Prof. No.
SW5017
Design By:
JAB
Drawn By:
TGC
Date: NOV. 14 2013
Scale Hor:
V = 40'
Scale Ver:
1" 4'
QHEET NO.
0 5

.
I
I I
__ -
____
� i . I � I � 277�
� , � A, ­1 I _� t" , / ,: 1 ­. I "' ­ "' "' " � ii� 1. P ', 4 � I N \ — I
11 I I % . .1�1 . t � r*;-o m I 1 4; � 11 " \ � IATCH \ 4j'j ,_ i � - I r, I '_� I I
I I . , , I I I i 1_1p� , ,
�
I / i i I " " , , , , ",� � � ,ill , � � I 1, i� 22 L< 11 11 EASTRIDGE, 4LEN RANDALL k I MCGLYMONDS,XTTHEW R k \ _ , . C. ! I � I
I , , , I � , _ �
; / �. / �� , 1. - ! e I I I ) It GREENHOUSE I \ -_ . "_ �,� "I ,�
I , ,f I , I � - __�.' ,�'& , . � � I i ;, " � I I � EASTRIDGE, PATRIM LYNY I I I - I I
/ I I .`,"', � I 1� 11 � I
".., , - . I �, ;�!_�_ I NOTE., / I 11 'I C4 , I CON CE G i � I -7 dmmm!!� ". Q� �� <t
�; I � ; � , I \ \ I
. 1. // I y N/F I DUE TO SLOPE BETWEEN ) 't, ,� 11 �\�--4 � I l - � -,�,-, " - 6804 REBECCA ClACLE I ki 1, 6221 TRYOW ROAD \ " _ _­ ­­ � � "' I E
FP,AiVKLTNI1EIGHTS,R0AD ROMERO, CA I I % � 11 , , CARY NC I I \ - 432- _ " 11
-1 BRIEf, 0 � . I I CARY AW 11 ". , t­ z C
I I - -
I , , I 1 ,4,7�,, �, � - � , � , NOTE: I .1L I 11 _'� -- � f I I L, 1 2
� e �, I , It " , I - � �, "', 1�'k
f,�. � . 1�� , , ''.I I STA71ON 1+00 AND STATION � " I I I I 1, i,� - f 1_j
d . . 2 . Iv/p , ' I -1 PLN 0772-36�-22,86 1. i ' � I 0
i, / I /. ,,, . , -, I - I N , � - ­ � � 'L _', I tt,� r--- ,�� , DROP INLET t
; 0 FRANKLIN HEIGHTS ROAD 5+50, ALONG THE PITCH IN THIS , PHILLIPS, BRIAN F �416�C9 I - , �L j i REMOVE A14D REINSTALL PIN 0772-SX-2879 i I � A 11
.. 11 � :1 / I I "' , Q I , I 11 6805 REBECCA CIRCLE - / T �1 �11 � / 9�'k " I MAILBOXES AND SIGNS � DB 076�9 IF ' I �� - "PROVIDE �4
'' SILT FENCE CARY f D AREA, THE CONTRACTOR SHALL ) , I JV I k 11 -
f �1' / 1i � I OUTILET CN - : 11 11 11D=�IZ60 I i " .I I '� I 1'� ,Y' , PC � 1653 " -1 -- 4 < C
I , i , ��, , - / 11 CARY, NC "I -_ - , k PATRICL4 L I ,\ I I , '-- L � -_-r, PROTECTION. SEE
. � �� i � I _y I . �­_ I INSTALL EXCELSIOR MATRNG f", f- 11 i I A;k , j, ei I AS NECESSARY I il . ofto I EASTRIDGE, ALLEN R 1'i, , 1� P. I_- \ ',- ___ AV� � Q) ,,'DETAIL 04000. 1 3 2
---�, - PIN 0772-35-3323 ��'t �­­ f , 1 2708 COWLEY !ROAD -%��, "I
W" /� SEE DETAIL, , �, I - 11 I , 1, , , 5 1 i l ,, A T "I 1- C_�
" - I FOLLOIMNG THE WATER LINE � '\,,.�,_:�� , I ,� , §� x � " I 11 I - . �
, � �� , " . -� ----- 11 I - - i I __-�� --- , - - I," 7
- CARY NC' ,,, GRA j 1,
'
- I ; 11 . __ , - - - ( - . - - - .. I -, '____ PC 0556 INSTALLATION. 11 I 11 " / i " � 0 1 � '_ ,P jpP�427_89 , __ _ - I-
p " � � , ­ �_
, , , , , _ - 'M CS Q, AND C8 J)
, .1 - �__ - -- - � � I I 11 DB 11 141 1 / t I ' 1� I _� -
, " �� I - , _�_ -1- I .1 " 1 ),_4 , INV.OUT=426, - A -7263', 7.04 94
, , � - � -1, - �, ---. - - __ . ---, � ____"_­J � i - 1, / __ I I I - - -
' '
�/ 11- �� I _�_-: ,� , ,7 -�­ "(04000.23) 7� . , DB 12530 1 1 1,� - , -1 'i I— . ,;,R�' (TYPICAL OF CE H. = I
� .
, ­
- �, _ ,� -_ � 11 -36 -"3053 1 . � I , % I I
/ " �11 - � -, - I$* 83* 8m - -1 � - , -1 ! �� � i , �, I ­ I I PC 1394 ", 5 - — - - — - - i PIN 0772 ' `� ' A (DIREC-nON �, � - - - LF. 2073339,40 � ; z� I ,, 9:4 0
'
- - - I . � - I , i I e I - - — - - , - _._� f W
I , �,, ,- r - -- -,-.PROVIDE I! x x - 11- L � ,."�- -- I I 1, �,, , i '3 e - I (11
j , " _ , ,-_�il� - /,�, , , ", � . I 1, " I if,L I l. DB 0684 1 NKNOWN) ___�___ - ljo � I L� I � 1_ a,
� ­1 - - ----------- / 1, I I I Iff(i Q71 - - .......... , - - I ­� �­i �, , , I _ - 1
- rl­ I" ""', � " �i - __ I _____ I" I if 0 UND-41 26 1
- � " , - _ ­ _­ I � -- - __', '' MumEmu, , I " " � . , 1 %, 3 �� I -, __ I I - - ­�, 1 7�j ­_ ­ C
I � - __ ... � - , - ,;)' , , � I I �-", / & �
� � � I , ! , . - RESTRAINED ME. I r- -_ _:ii,�_, - � __ _ , � - j I � I I I � , , , I " �`� - - �_ _,� i �� ,
_�, "
. I
, , , I - , � � � _ .- � z
I k S - . 8- GATE VALVES (2), � - I - J -, I NIF 'I, � 1-p��, - `1 . ,,� I F\� I '! � =418.52 � f , I ­-
: ­ L'Q, " ' ii�r­­, I __­_�_ _ .O,r,r)p,RANK7,jN ,� - I �,N�, , I r, "�) � --- 17"'.11 11 q
, . , _,�'_ -, - ROA &, ,� � I I \ , I ,i� __ ,� ,, I 11 ,�_�_,_� �� 1- A V� / -�
� � 2
, 1 q& FT-_ � A RR - � � '�"
- � "I'­ ! , � - �,,�'s -_
j I - , _0 RESTRAINED CAP "I , - I 11 r L 'r 1 1414��.�_-_ 11 �� I \-- - L ... �� I - -_ TEMPORA � �m- .010- 1%� �n
- , N��__" I I " , t , " - I
, " ­1, ­ m—, ­­ - I I *__ I I / I
" ,��,_ -1 1� W,'q - �,,�,��_ "' 11.11-I � " I __ � �t. - -rot-at ..
� r - - ­­ _ 11
, - `�,;;�-',',', - --- I � - � � I I - "I �,� _ 'I, r / � � C: ?",
�� I , -_ Q�64 -CA_kY` N 't " '*____*7`----,-__,,___, R 1�' I
I \, - - CARv� 0, , l / / 11" I i A �
, � �� , 1�6 -,�, �1 /
, (SEE DETAIL 08000.1121 -�_ ), I ) 0 ,,,,, 7, ., , 1, // �WIVA­_ 1, I / 1 4< .f."
.
/ \�i � IL i, � 11 ;��, ­1 � .- - __ - _- --- �_ ­/�11_- __: - - 7 , - P1. 077Z,­ 1 1 , I ___ , qv -) ,,i1,,)' 4RAVE-L ' ; I X11F - 'I L - 1, BARRICACEI, F, x
�, Or-, 'f - - I I M,4RSHALL, EVERETTE ARTICE -, - '. Wy, _ I � �Dl
, I
� ,. .� � , ,i: " - _._,- _Tr_ --l- - � L:" - I __� ), / ,� : 11 � I - \\\\" ___q "� (1)
-
'�7* _:7:�� �� , -A - 3d-3 571 1 1 _ // , __),� � ", � 11 1 270-4, C 11, 7-1 7 1.11;;� i"I'l "'.
, .. ., _ou I L / " ho) _�i7l, ; ,QVIEY ROAD ­ ,,�, I I ir� � I I WELLO W I I
N_1� _. -- - I ��
�, - , - ... 1:l �,-:7'-'��- __�-__ - ­­ I ,,, ", , \_� 11 I < , . � %, \\�Nl I - - C .- / qz� t =) A
_Q - , -04*4 � 1%, I / / , 'o
11_�% � 3 - -1 ­­ 2 1, � - . � I . I I � , i �i � / I � , - - ARy_XC - �� , � �_�,� -- - 11 � ­111 "� " (j) I
. I , I - -G/05�6 � l , I / , � i N-77­�-�"Z� I - _ � � _ � I ____ r , FFE=429.42 I 'S
�, ,� ____ , - , � I , lz� .- ­_ ­­ f I / � �� 1i " __ � - �, PROVIDE 1ARD pp i' / 11�s
I _ 1, - v- , 11 � I i I � L I I I \ � :� I 1 ,� FF'E=425.11 \ " -- ,_ ,
I 1� ,.k � )� ) . � %, 4 " , . FFE;-415.53 , \ k1\ 1, 421.05 \ ��'C'�',� I­ - � '5 - � JV/ r GROUND-424.93 11
,.... I - ,' � 1. ,,�:, I , i I , � , "", , �4 , I -_ _V72 - .... .. ( -_ I I­ \ INLET PRoTEc'noW t� CL 01
_f �� -1. ) :� I , _ ,j /, �
I �
,
� I � ". I I 11 ; i ; i � I A 'P. , I i I , GROUND= I 11-7 �,_,, - �__' PIN 6 --36-3162 ` * .I'- _­ � �, I , $ "'T � (m
�,,,, 4 _-,� ---� 1, 11 I / I . , , t- -411.7 J� ./ 1, � N ­_� __ -1, DB 04258 - . --,If _� 1�1 K cc
� ___ , ,
- , , , I , i GROUND ) " � � F �D 5 ­ I 9VIUNr 4N P ETAIL 1 �4'
� __ I ,: . �__. � ___ - - % "I - ,�_ T� �� 1� 1; 1� I 1, I F , q_ I , 1 \1 I "" C � �'. ­ L, --- - I a Isix D � I 11 -,,�.:, m E If
11i I') -1, .1 � ; I - __:� -L - -04000.14 ",
" - - --, - __ 'R , � , I e � , � �_�\__),_, : 1 �7, 1 , I , 'T -_ -1, � � -,ROAb, - " ,6 � (o
, � �_:� �, , ­­ � ""� / NI - � , k_ ,_ A I I _ , , R U� 41,32,6 00 COWLEY "I _.�j 11
� I , I OAAL N, GL P I � 1'tN I , \ ", �
-0 UP I - I . �7,,, " I . LO (I. � � \ I 1� � I'll, I .", __ - - � __ F'r- 0_637 , �, I:ARY� mc -, , I, '11� I A'Ce K m
� ) " I , ,­ �?EBE�CA CIRCLE ", I- __,�_ _� \_____1 - _,� , � m
I , ut a ulto �" I � , � ", 1k I -1-1 , -1
.1 / WATER I ­,"I � � Ox ,17OR - ­_ I , WARD, -D1'"1S_N,4YNE & ,� - -1, ­­ NA111 - IV
- I YNE,j I I � � � CARY, NC ' /11 'I. _k , / - -- I , - "I - o �vlu.41 �_
. , - ---- � , � I .1 9� � I � � 1, " � -, 1\ � PEG4Y JANr - - -_ " ­. �
,� �­,,_ ­__,-- , I 0 , I � � �. ­­ - -_ _ PIN'07Y-9-36-�-3297 �, "
--I'- ���_ - - / I I 9 � ,� � E WATER M - \ f I , / I � � - /, ____ . _ 0 \ � , � , ` A .'�, - 0 2
- , , " _L _\ "
�. � I I'KV)01 , / � 1-.'METER , i , \ NIF / � i, , L_ 2 , ... " " OROMDE COMBI ___�,
, ____ �, , ,�, i i� / � �FF \ 11, � -_ � - __ / I z � 'i - -_ - � 11 A,IR, VALVE t"", J "' 11::!::II� o
__ % i I I ir ,- �, � �, L . � PAQ \ \ -� I 1. -_ " � 2712 �VWLEY ROAD �_ -1 ,� /,,­ - --- ,1 - ,,,PB 0#009 1 1 " ,� 1� ( 11 NVOUT- R
-­ � I I t 11 " " , , -, " ' 'DETAIL OSODOAS ­.�" -"q CY) Cu ;:
��� � �- - ;:o -4622, 11 .
7�>_ - , - 40 � PROVIDE , SEE
, / ,
1�'�., ___�,�11 � v � , _ CARY MC ,� �
.. r� ? _ ,-/
- , / 5�:5:::� '� ,,,
- ­� :t;� �11 ,�fe,� i PIN 0772-$5 , "I -, ­_ ­ ,� -_ - , * ,4, 1
1 ­; -, I 11 > � I I I 1� ___ ____ _ ��nl , - P\u ozq " 1� III -­ - -
�01 ; I I I � �,
I PB 14VB i 'f ! FIRE HIDIRAM \ 1'� � __ -
I - - 'N I , _L ___ __ __ ,;� 3 1 ; I Z�_" - - I . - 14,Td ., ii B I �m Lo
�\ -_ - ��. - ��< � �,�_ ,1'* WATER. SERVICE',-, WELL - mob, % C: :C
- ­... � I � . � . I , ic, 4�1' 221, 11 I � I PIN 0772-35-4809 ? -, � I / - - .. _ � L , PROVIDE a 1AP __ I I I ,� i " . I-
___ I I . I - ASSEMBLY (I TMUAL) '1� -, � __� I __ - � 1 _ �� I - � i C: C14
� . . .. -
� .1P ,s�--�, ____ I . zk i�, I C -05'10 - - I � _>1- __ r
", �6� - _1 I . \ � - � ­1 4 I DD 04310 - � -WATER LINE "-- -1 -.-- J_
I - _.�> 11 1-1 I 0 � 11 �� I "'? __! I ---- � - -_ / I I \ �, 0 _041NW417, � 11 - j
. ,�� - `­ __ - .. ,,, _1 il - ", � ,,, \ , TYPICAL)" , -- . �, S ,_ 1111� I --- _� - " �'..; .. I- I - Lp I . I I � �- " , i2� �S- 4)
,/� - .1 I I ( I � lPG 21 I'Q -( I � e�\, � I "' -
L_ I i , 16 � 4 , / I - , ­� 0 -,- - / ^-It T01,4Z.1 1 41�319
11 -�- �� � L, _�: - . �T ,,, __ _Wi�� z
,
.'j,
Tj ,:1 ,, , I - I I 1 4r -�- �, -, � I - I .r 71
5�_,'i, 'I, , i� : I ��- ` - I - , I 11� � , I ,_ � I , 1,,� . I �,, — . Q �:
I 7� �_ 1,_,___� , � I I � \ , I -- " I-- R , 425 __ - . " (too) .
� lt� , - ,
_1� ­_11 --� ,,�, I " " I ."It" ��N �Iln -, __�7_ - - �, � ­­1 I— . ".. 1� %1`41 -11 - L i�
I I -- - I
I - . I � -
-
Vol � - . , , _� I��, - --I - I, "-;7,- - , 1, ­­ - � V111 �, C: 0 (a
.
Ili -:�, I ---"�, - - x"", t-, ", ­�,_,,,710%� 1_111� _-, - - � _'), ,_� 0 , ( �1 f, 0 , " q,��Cli T7 � , ----- _f_ -Is F-. A , , -, R, - _� - _�� __ _;�;_ P-421.64 4, 0
, � ___ --"-� 1 _[ - - _ \ �� lv� I
, � � � _� .- ___ o I I , Q., , __
- , _
��, , ,� - A �11 , - � i - '_ - �1, � ­ / '�' .
- ..... , . _. . _-
� L � ��__. , ­ -1 ­ - � ri rllw_- � � - -_ ­ -_ _t�,�-� -, IN=417 T
; i ,,,, I .11 I I - 4 , 1`v , _ --- ___,_,)�k _11Z - ­_�,� 11 "I s, - ­ I " � - -_ IOU �, L
11 I - - 1�1,��_ I— ­­­_ � , �,_ � __ "
1 ; ,, i I / ­, � - .-� ��L . - � 11 - __ - .:,6 - 4t;�11 ­ - - ­ r ,-�-- ----�- -- - - ;��, I
, - -_ -_ ­1
� I . , "---. �� -, __ - , , _T_ .�, ��.,_ * "' 1. Z"of I 11 .a .
, , _____ 1� � ­ I -- I "� ­__ ­ - -.V,---�_ - Aw . 9)
0 1 "I I ­�_�_ - , - - � Z:Z�z! - , A , I , ,_ �_74 0 ­7 - I � ,;� ! ­ . i o" I C 9
11 I � � 'I . I � I �z J 1�
, " - - � ,J__ -_ h�
--- � , ,,�'. / t 10,V' -377,4 &V4 ­ I A­�e_ � � RCP == - SF � - S1 F11-111-mw
�`yc 4"" ­­­A � . " �, "I, k- - .­<--------< 6 - - ­ I- _IkV_;412.9S 5�� S 'L c 11.1, " .AW ui >
- I — .,
- " - L� >� - � __<_7_ -
-
__
I I .1 - z ,. -_ ��__�__�_,____ , -21, �� ----,- -_ - ­ , =�_� - C, ,. - SIGN 11 \41�0 -1 8) �_
I , ,
4 - - - 2 I ­(�_, _� _-,
-r-�_, / . _,,� I I I 11 IZ- ;Z_-.Z,r-:17�-� __ ­ I �. I - ".1,1_ I'll T,:� =34 - - I / \K5,7 - - ,�--- - -­ _ ---- -- _, - �<_.� - ------ <_ .­----�- -1 - -, - . -7-7-7-t 14't't I 7 p ­� q; ^ 11 ----,- - Iff,
� ' --'- N- 725347' 11 i 1, pi� I T��� " 11.17 ­<4 X _:i a- ___�,�__= , ��v,n, ,,,
,
,<--,, , �- 1�� I . - - ­61111 l� ,-� �� _� _,_�:_��_ ­�--->- � SF - - .... I I -, ___ - - I 1� �, �7_ 1 ­­ � -_ 9
,-�-/ _��t 1, 1, - _%_ �'�7'lr ,-- _,4 - II \ _�__ - � 'I. ____ - AV—,.---A
11 __,­��Ua I", I \ 1% . - - ­­4 sf___.P�_ " V, - .1 --------"f,--`1qz----- 7 1. - , ______�_ in
_ _ �_ . I �� —:41- - -_
�� , I - , ­ .
� �. , 1, 'L r -F- r___ " `� f _7 - �� - __--­__ __ I�L � .- - — tt� I
v / � I/ --- -- '' , � _,__
, " , -
, � _(� 1, - 1�
I � I �, 11 11 I �, .2* i ", - 'r I -_ -, . _, — `1 — �;
I '.1 I x f - t � I , �-� /V P-1 __­�­__ 11 , , r , _�.__ - 11 ____ _:::j___1:__ �___ �._",__ .- _��= __ — - — __ - ­-- - ----�,�� ------ __ - - " � ! , 11
, ,
I
1 5 1. ,, , '< �_ , ,_,� � PSAP I_ _
11 - .�, -I _� :�, _7 , "I , S - ,
i_�' , \ ,� - F� p ­g_.., � �;,;; / �__e _ --- _ _
1, . I :,", ', .,.!, �.,, f� 0 � � �. � _—L 1,
%
, - I/ �' I" I �� I � , - I �, -- __�' ­:, -1- .. __ , � -, .,-- - �_, - --- t�_, - . 4 ., . -
I ; I I _,�"__ _ _ - ___ — _­ ;'I- 11 I �
_ "
I
X �� " 11 ,, �16 - .. % , , I 1!�_ - _., ____ 1.___� 17T.- . ,�;_ � __-____1T_ I — � �,;-", . I ", � "I I <
1� /I / i ) �, I . I \'� I 1-1 , N I
I -
/ , I � i % , , � � . I I �,;. I �11 11 ­ , I �,_ , I 1, 1 ��_; �, --I'—, / ! ____ - ­ I _. ­ _-..- - _-4- --- --- - " \ 'R � jjq+oo '� ---
� . I _j E) 14N�
.2()' : _a 2aT - - I -1. I
-1 11 / I � , I , i � "' I , ­ ­�� �� ­ . I . , \ ) - ­ ___ -, ____ JA _.__ __ .._ _____ _ _ - ,,, . I ', - ­­-,,22­.... ,+'I,- �p
� 1 . ­­ ... ­ ___,�___ _ ­, .. _,­` I
� I %, I .1 I ��,m� n ­ - .,___4_ .- 1-1 COTYL-E-Y- - All I_ . __7__ 0� ­ / ­�; �Ili ­
I , / ., � � 'i, ", � �L ,� I", I — .-I - 4C �,­ r .
I / "I -�"-r I . � I � � i 1, 9 � - . � _ I'll
I '�, /I . I I ,, k rL i -,* �, '� , " I I :�� nry -- - --- - = S1 N z
x , : � , :, � I _ �' -1 1-1i I - 7 - _­__ � . (A� I 7 =9 I ­­­' / .11 =
, _Ru L/ a " 0
, �: !���', " 7+09S --- __� -, -r"=—
I I �� I I ----__ _ - - .
:� 11 'i , t 1, I II-q, I I , nf) - - --Ak- __ ____ . - ­11- T= (o
. � 4��, ., � ; � � \ �� , ­_ --=�� 1 . I(_ /I - iZ I= A-1 --= TV ­4 ? I lwak,z __ ,
- -
, " , , __ ) I , 41, , ;I I L ; " / � __ 1 - i - , 1� - _________111�7__ __ __ — I Ul = ___ . ___ A Al ­-, I— 1. _ ,�� I __� '_ I _A1 � - -, m
, i . I .�
. ­_ I ­ __ . L.- �� ,­ _11.
, 14 _ -_ _ \ "; -
I I � I i__. ­ 11.2 I I, 49 _ ;-__� - x - _ ­_ .. , ,_ � *0, V 11
I - -- � ­:_ -_ - . I �,
� I ­� - I I � , - 4 --
. I , I I . I
I I'll,
-
III L) . z � , I , ­, -_ -, . ____ . -_ - � jr, snroV7 ,"!�_,_ r - a - - �­�� 4 ?",tj"_ I F - C � I I ,�! �,
I . � ­�. . . I , - '_\\W/,_ I - - , _X_ ... 1. /
I I . 11 . ,I/ 1-4c 7 - � \ = - onw� - �,C---_�� - - - - - I , W
I i� i �, ' ` REPAIIR CC----. >11 I _­-_ E i I � C7, ,
� , fll� " �
, iff<: -
I � ,� � ,* / - - .. - I � i ­ - Prix ," __ - .- I . - Y PER "I, �0' �'L � , \-CLE,AN OUT L" . _j , I I I I
- , Pf � 0 � 1� __I\X� �
IN ,- ' Q' \, � , , ,�` Do " 4 mrss - -�,­ � I �,
I
-"� , , � , , � � - � ­­ a 19 :) � - 1 ., (_41_5�4;d T 7 __" i � 'M, I %� -ovii Co" , ' � � __P .
�p . � � .1� / I. 1�' , .. . , 1. 3 Qp,A�X ­ - - I -\r ---,_2Ai _�_Tl� I __�:
� _� , � I � � SILT � � 0 , - . _ ­:_L­? . �,I� - L_ 4-�
1 - , 4 I TYPICA -) . ,
­�\�41�> , - � t_ �� ,
/ 2 ,,-4 \ / , "', I 11 i I il"..­ — - - .
4 ,�A ii� -, ., I _� ["', - V� ETE 'D '
N / I 10 n , - I 11 - � , . ,i_ . - - - ;j , ,
:��_, ,�, , -q-, QW60-1^4 va.M. " -��]' - Mr- - __ I " RESTRAINED � ,
,7 � �'; , ", ,f) � . '-N .1 � - I 'L
I --,��,,� , , SPECIRCATIONS ,f - - - _ ,-_ I �u f - �_ _­ - - _ ­ , , .., ECIFICATIONS � (co� �,,
X- , � �Ij ) .? ,� I Rm -, .
. 4 I\,: " � �,7�, - " . I ) I � -, cot ,�� ;� I F, p I ��
,��, -,, , .- I i . , EL '-, >m 11 __ /a (Tmq�L) A 'L� i I \ BEND � " op"
\�� A' p � , 1. ". I i � I � % - �
i� � ­, KI I , , . 1�_ a F�_4_1 , " I I � L \ ,",�
­�� . 1 11 i GRANkE " /� .-- , I ",� , _ I r :z:1 WE_t_L__,____ -1, 1. * ,� TOT I � _L' a
! �, -P- �/ 41 I 70TAL-41 S'�, `SPECIFICATIONS -, 11 . -_ _ I I i5r , � �
i �. ,/� -�,,- /". - / - I - - - ,----,,, - _-_ - .- - �. \_ I ",-,- -1, � � (D * I 1 -20 SY �� L � ROVIDE I PROVIDE 2ZT, , 1
-
I I I . ) _` - �'i , -1 ,-, �� 1, - I \""; , !, 5 N I I"' i .- j - -- ,_ I I
"; I , " ,� , , , --f ) ­­_ - .
"'V , ��, ; - �� � I L . I I I 't I , , ,�
,x , , - �_ , " I ,_� I TYPICAL)
Y � - / : � ! 1; r�� �_ �,_, '_ ., 4 'aloob
� i , 1 ., �45?,,;�,�k SECMON 2100O." ,j - - SE 'L
/ ; VIEWAT PER 0, 11 11 - .) _4117
11
,
� ", � - � ­_ 'I o", I . , C)
a
__
/ .� __ 17�11� ,/
� / , �
� . I TION �11000 ' �_, -�I--, _�, I.- - ,�, -i--- k
I
i � � I I � �, - I SEC 1 �7 ... -.1 . I % � I � L � � FIRE HYDRANT RESTRAINED
,/ - � i ; \ __ - -1 - IR ASF 1.�, \ 'AJR CONICI I � ! � WELL' . �
I ,\;, � / , : �1 -F N , �. . , - _IR GR Y� - ­ _��_, ------ ­ __ HALT- - �1, i I � � ,,@ I BEND . �
?1� -
i - � , 1 �� \ EPA AV DRIVEWA I t", �
l , . I ToTAL,p.F8.8 toNs C%
'. V , I ,,, I I A _1ECTION' ,, ­_ .WAY PER-" . z , � 11 �il ,�.�
i , " p ­ REPAR ASP � � � "I ASSEMBLY (TYPICAL) �
I , e I 1 " 1� i � _� k�X, LOROVIDE CA ONS 1__. �, _�� � - _ __ � � -­ ­ 1�1 "\ 11 11 � � � : I �
� li' I 'j- - � , - �, I . ." � , q .
" I I .> - �L, ­r L I r
- 'I', 0 ,,_-, It I � _� In I I �` \1 I 11 � � ;
SE , I . �, � ' _ , - - - � '� ' � ' PROVIDE 30*
, " I - - , -i-' " ' MONt� `_ I
� � � I � / � , �, f �, --,�, - .1 t i _t. (; � I ; I FIRE HYDRANT,,_ � ',� � -- - - DRIVEWAY PER I -_ - Ni6l�CA_n , D r � DRIVEWAY PER i �VL �
,,;, ; 11 " I � , 21000. I R A �
"",/ / I p �
/
/ . / � / � 6NS M -, - I 8S, '�j ,z� �� I
l r _ � " � ; I - � z Td'rALr_L8.'5 NS !I, - 0 WELL I I - SKCIFIC-4 ., � � - . I I ­ -,
, ,
I C / I I I . - I 1� 'i­p� - 05, _____ - Y PER- --- ,, �� '' � I ,`�_' - 'IT, I - I _� 1
", r t ' . li I. ' , / / ) \ I WELJ:' LL
"I , / I I ,q DRI
", � L.,,- I , -,
-
! I 0 ': "� SPECIFICATIONS AND /
, ,
,
, ,
'. , NIL ' t. r I I I �. I DETAIL 05000.0t' SECTION 2100a, � -_., ��. I I RESTRAINED
, I �� I � ,� i t ; � . I I ��, T I h,j ALL I --- SPECI 11ONS ', TOTAL-2n& TOTAL- 00 N:726253.,38
I " I 1, , , I I ASSEMBLY MPICAL) 1, DETAIL 05000.61- '--- -- ­ I AS NECESSA14Y, POWER POLE SHA I � � I'
- � I IF, 'I i , , 'I 1� 10j I" I I � �L
71 / \ ­/ ,� I I , I :�� FFE=431.95 28SY ' \ i ,I REPAIR'CONCRETE RESPONSIBLE FOR COORDINATING ALL
, ,
11 � , - ,or-�,75,nVIJ, , L' I � e 11 " 1� - I _1_� 0 -_ SECTION 210C TOTAL=2_2 LF 11, � \ � 1� � . 1 \
D� � � /,E' ,'' ) �,,\'-,�k 1 !, i I ,--., '. NECESSARY MEASURES TO 1_" __ )o - \8 � ��. lo � i� ', I
,
/ \ E 2073520.86 BE SUPPORTED. coNTRAcToR is. BEND
.1 . I -_ . 1// \ , �
I / ! I I THE CON1RAC-TOR SHA TAKE
�,� , / I ­_ �
I
, �,/ �1*13­ -� / � � 1�) I " I I "�, L,. --ANt THE _1 ­ 'k' 11 78 �� �
",� I / ': / - I ,PROTECT Q PRESERVE-, - TOTAL--�6.& TONS fl/fil FFE=409. i I � I
I . ; q , I _ ,I I-— I - \ WEIi i %
I I-, . ,. I I? ; , . - - ----__ - I I I DRIVEWAY PER
I , , ! , t , - , --- - , EASTRIDGE, ALLEAr R & PATRICIA L) FFE-401.16 WORK AND SCHEDULING. DUKE
v _,",, I ,_11 -,­� . I , il , ! C , , I . I �, ,,, , I EXISTING CULVERT DURING ,- , �, -X8-X6' 11% I � I ; SPECIFICA71ONS I
.1 , ., � 1 2 � 1 7 - COWLEY ROAD I PROVIDE STEEL
� .I-,' I L, __�! / I i"C', - I R0VIM 8 -- I ��. � , � z
� ..- /, 1, i I I ;. I I , I CONSTRUCTION (TYPICAL) I I - _'___ 1:�i I (BASEMENT) � \ " l I ENERGY PROGRESS' COST SHALL BE
,- � � I � ) I : I I 1, ( 1� , I - I RES11RANED-TEE., I "o, I _Nz"�'�,�'� l �
.. � j I , . 'I , .�.N , , ... � , SECTION 211000.
� I I ". , �', fl; I i I ; � , --��-- -­,�-N -��7"Z�­17\­�`7N / 1, __'�� _,�__N�_ - -,�\­;�j 18" GAIE VALVE, CABY ArC i � PAID BY ALLOWANCE ITEM IN BID. ENCASEMENT PIPE BY 0
�
-
. , "01 / , ,_,: � I 11 . I \ ( ' � % N , I I
- - , � I . � � _ ­ ,�
I ii� �:.� J ! , � !; I � . , I � - 7 1 1 1 � � CONTRACTOR'S COST SMALL BE
.. � "I. I , I i 11 � �,--,� ,� " `;� -, . FFE=410�08 . I - � I BORE & JACK METHOD
.� 1, -, .? I i I I i ) 6" GAIt-WILVE � � L, �A -35-6837 "I' i� �
� I ­."I ., � I ;� � � k , � / �\, 111� \ , � LPTN 0772 1 GROUND-404,24 INCIDENTAL UNDER ROADWAY. NO
,� . . �,, �', / , ` 1 . I � . �, FFE- 402.34 \ 1� � � � I 1 -4 1 W
L I ,.,. � I , �� . �, ) k GROUND=398.13 " " ,I , FFE=404,87 99 1. ­ I'll I NIF 1� I I PAVEMENT CUT
., I'll, I F /
11 P _. 1. '1j­NL ' ' L k A' \ I i $ , I "' / GROUND=401L I I ­_ I— 1, L I I t 1 I I �, N\ \\\ �)l I/ ALLOWW. z
- � � F -1 ' . 11 1�� \ 11 11 Ill _'�,_L�,� �, " V� - �, - �11 - " `--j Z713 COWLS I �, _\ /
*
' P-a 91, I , , � , I
,
" , 1�'
,
p A,P 'N , _, FFE=418.52 I "
-
Lo , E_�AS C ;' ' )� ',Q� ", ' L ­N" __� � 1 , - _JL,_�,� I ,. IL l( GROUND=414 12 1 W
_
,' - , - �_ ;"_ , 1, I " �, � IT " \ �� - -,-,, \ x/F /
.. - , . , I \ �, "
,
�, " 1'� ' � � I K 1, ------------ CARY NO - / I
, -
11 , �__11-1�_ 11 YIF I ----- , PORAR
I � , � � , __�, � 1, 1 � , I ,�, ___-- THERSPOON, J"ES S TEMPORAR
EN p, . , I I I", ROBINSON, EDVIN' S & LINDA ' , iii, FFE=407�48 ____ I I / � �_
SER I j� �FF- 4 i ,� i 1 2709 COWLEY ROAD
, 8, � ' / I )_� _� I'' " \ �, , I I " "I , \1 _!�', , I CROUND-403 63 --' I \ "
. r , ( I
� - "/'�XC f 1)­ �., L i � I I I \ I I I\ I � K��­��­K - HARRIS, SALLIE I ,__"^� "' .1 \ .- I i
�i IJ 'Y ROAD
-C i�l--,-,��,�:�-,.,���,-�--'�-,�-
W'AL � " i I i I , S _ , i - - \ I WEA JR TYPE 111111
� -CES .. .... I - � - � - � I 11 " I" I I " " I 1, 2801 COWLEY ROAD I " I I ----,---, I DB 01715 ", I CAR Y. NC I . I " " BARRICADE x
� . '. ___� - I / � '-, 11 I I", 'I',, I \ 1, CARY NC I ,I I I , - I" , I /
I I I- �� /I 5/p ,� "Ill N/F 1� , 7 1��_ZIE , � 11 _L�_,!,: ------ , " I NIF � I Lu
.. - ___-4, 11 I ALBA. LOREAA - _,"WILLIAN MICIL "-',, __ I I " laDD, ROBY & LOLA MAE H JR W _j
�
__ ".-, I ��"_� I I PIN 0772-36-6120 ,�
"_ / � -I, --,--, -1-1, DB 11 730 1 NIF I I Lu
__ - 4,EL & ,-, DB 02829 �_ PC 1561 1 SUTTON, DONNIE H I i —
/ 28,99 COWLEY ROAD _� MARY JO TANBUSCH , PC 0575 ,-- _________ ------ — -------- - -- I I __,_ 2701 COWLEY ROAD
I---- -, f -------------------------------- I _,__ I -_ ",_ I I 1 ,_------,_27O5 COWLEY ROAD -,
- - / CA_F� Y, NO 1 2805 COWLEr ROAD ____ I _�_ NIF I I ; "I'----,- _,, _____ CARY NC ----I- CARY NC W LL
___1 / / CAR Y, NC I ------------- I 1________, JOHNSON,, WAYNE ,_-, ------------------------- � 0
-
- - // 0 AS NECESSARY, POWER POLE -§7j4;a_:T - 2721 COWLEY ROAD PLAN �. I NOTE: PIN 0772-36-6323 k ?:
, ` 13717 PIN 0772- 10-6545 CARY, NC 0 THIS PROJECT'S SURVEY WAS COMPLETED BY THE DB 01609
1, _�_� I , DE / BE SUPPORTED. CONTRACTOR I "--­-------------------- - --------------- _ I TOWN OF CARY ENGINEERING DEPARTMENT. PC 0370 C�
-
- , PC 2578 1 1 1 1 � Lu
1, - " I PIN 0772-35--6?37 _""�- ,� , I
1, I / I P6,' 1210 RESPONSIBLE FOR COORDINATING ALL I 111% DB 14266 1 ��Zl� I I I ALL HORIZONTAL COORDINATES BASED ON NAD83� W 0.
'I, �_� - " WORK AND SCHEDULING. DUKE I PC 1227 -1,1, ALL ELEVATIONS BASED ON NAVD88,
� 1 '1� .11.1- ..... ... I I I ENERGY PROGRESV COST SHALL 8 I 0_%� - /--,,--, �� �_( 14 I ____ - .1 � I I I - � - � - a � 0
i W4 m I I , ______ j i mmmormmmmmm Ill I 1 1 'I --- ________ . — � a
i I � � .
t i ____7_ ______ - I i
� 17 i i ---- ------- mim"m- Q I i
i I I i i � "7'1 PAID BY ALLOWANCE ITEM IN BID. I 2 Z3 i i I
� I � I
� i � I 0 1 1 1 : z
", 11 � ­ Ili - I i i � I i � I
t t I ;
I ­ I I ­1 .1 ­._ 11 I - � - _nl -- - I I.I...11-1­ ­­­_­­. ­­­ .. ..... - i I IL � L� - - -' ­ - ­ � � i I � � z
I I - p .gK - ­_ __ '' " - - " ' ' '' ­-'­-'-­-­­----­'--­ I ­l­ I ­ ­ I � I ____ i. '' ­­­-----­­._.­ ­ ­­. - 1­1­­­11_­._­1­­ ­­ -- -­ ­­ -1 1- ­­ 111- ... I I - I—— ­ ""'.. " ____­ ­­ ­ ­ ___".- 11?'­­­­ , ,
� . -I,,-,,,--,' - 1 CONTRACTOR'S COST SHALL BE I , � -, I ­ - ---- - _ _-
I I � f ; __j­__.__
� : 4 i � � j � i � I— ­­11,11111-1111- ­­­11-'­ ... � .... ­­­ ......... ____ ­_­ - ­­11­1­ 11 I'l- � I- - 11-1­111. - - I ­1111114"', " "' , , "" "' ­­_­_ " -10
; I I I i f i I � i
� i � i I i I INCIDENTAL i . ! i I ; i ! I 1, � <
I . i I I I i i i I I
I i j � ; � z 8 � � �]
� . i i i � I :R W /-FXISTING GROUND j : __ : I �
: ! i i ; i i ! � : � -_ I I � i i
I I i i i � i � i i � . t �
� I I ! ! I j ; i n -1 � ; ! � I I
� I I I i I i I f� ID I ; W �_ a-
­ _­.-I. , ..... � _________ .. ..... � _ __ - - ____ - ___ ____ __ ; i � � i � ! I __ : � I I
- - - I I � ..1_1__._.._­ I I i �
I
- . - 111.1-1- i _­___________1_ ___11 -I--'-- I ­ I—— --- � ---- ­-­­ ­11 - ­11 - - - ­____ __ __ -1 I I - - -11 - - 1_1­­1­­__­ -1 11­_ - - - 1, - - j---­­-­--- - - ­­t­­ .... - '11­­1­__i1_,___.__ .. ..... L,_________ ... .... -,,.. __ _ __ , � ,. 1­1 _-1_1_-­­--­j ........ ----­­_­ ­_ ­­1
­­ I -­ ­_ _ _ 1 ­ _­ ­11 ­­­­­ _1_._________., _ : ­ I i I � ­ . 1� - ­­ ­--­--____ 11-- I'll, --- - ---- I i­ __ - I � - -1 1� __.____ _ _ ._ . . .... � ., - - - __ _.________, ­ � - ­ - � - ___1_�_________ I _____.._ -- - ---- ---- - - ----- � I—— ­ �_.,__:!�_____.._ � � ;�11 �� - , t __. - ___ - -, __ 4
. I . I i � . I I . t - I
.
; i I I t i . j I '"I " - - - - _1 � __ i : � � I -"%
--- _____ - ­_ - --- 11 11 I ! ; _ _ I I - En �,s - ------- - � W <f a
I I I 11 I- -1 -, --- - 11 i __­ _ ... -_
I � i I I EXIS'nNG GRDUND � I � i ; � �
- I '�"
: i I I ! i i i i I "' I -_ i I � --
� 2 c I I 0 _____ ­ / - -I..--.--- 7
1 1 8! [� PROPOSEO WATER Ll I I
. � . I ; I I j � a 20 z i , NE � �_ -_ I i � i
I i i � . I i � . � �
i I I � I
: ! i i I � � to �_ � i 3: <
�
� f
; I i i i l I i I � x t � ; _� i . I � i
. I � i I i ! I I I I ! � I I
- .- T - - - ---------- - - - __ __ - - __ J�_____ _____ - _L_ -1 1-111 - __ I - . ­ �_ ------- - __ � __ __ - - , � . 11 - 11 - 4---. .------- ___ ___ __.__ - I __�a - . ­­__ - - __ ___ - - __ _ __ _ . I—— __ � , I - I- - - - __ ___ ­ - ­­­_ ­ ____ __ - 1___ _­___ j i � � <
! , - , - _ - __ - -
� ___1 - ____ - - , - ____ - __T___ _____ _____ - - __ 1 � ; --- I _1.____1__ - ­_________­__­11 ______________�___1__ - - I
i I : v - : , � --- - � ______ — _,]�_ , — --.---- _ - � ­1 --- _­_ ­ .1 - --- � _ - ­ I I I - ­­ - -­ ­­­ ­­1 __4_________­_________ - ________. _t � 1-1-L 0
__ - __ j I � 9 ---- ------ - _� i ; i
� � � —I— ,�_ — — — r 1 ! — — i : 9 � �
i i
I i - � , 1 4 f i
I i 1 : I I i ! � , --- - .�: � � _-,
: - i . � I : , --- / I 1 — — — — — I' I ,
: i i I i i i , . - , " i
I ; - i I i : : ! lt�nl_ t';1 -, I ---- t i i I i :
I
i � ; i � I I , � � � i ; I I I I I � i � � ?>> W
� I : i . i I : I I I — -.1 ! i i � ; � I � I o i
; I I n : I i I I — — ! I m ! i i t I � I
� i i � . I - � ; n "I ! I i I i I . I I t ;
I i p I I I : ____ E i — ! ! 5 I I ! I I U) >_
__­ ------- �- - I -­------- ­11 - --- ___ - � . . ; I � ! I
I � j - - __-.4 ­ I ­1 _____ - ­ I _____ ........ � _�.�___ - % - .- . -_ - - � I ­ I . -_ � ___ _ � — —_ ______._______ ____ - I , I I
i I I � -_ - -_ -_ _____ EXISIING -_ --- __T___________ . ______ , I—, � +__.1____
g � E I I --f- I -------- I ---I-- --I-- — - ; ___ �
___,______i -__ _________._____________ -----------,--- ______ �_ I I. __�, �
I ��____________________ - _ IL ------ -_ i
I i I I , I - __ _ - I - 7' 1 i __ __ - __________..___
11 - __ ___j______________ _­__.____­____ __­­____­­__..­_ _.___ _ - - � -_ -'-- -- 1 --�-__, —___ _-________A_____
. I i 2 -_ I I 7 I . I i ,,EXISTING � � i :
I i � � I � t__ , - I �
�
: i : . I I I TV 1T�f ; A EXISTING - , - - . ;
� ! i I I ! _,, ,, ! i . , l �__ W
i : . ( I __1 - � i ! � � " I I 1 � I I
I
� i I ! I I _j � I i I I �� i. I i I i ! I �
c i ! I i :1 I I EXISTING I i
I --- I i I 11 18" RCP ,i, , , I I _j
i I i i I I � .� �,��:` . I
i I I I I I - __#1 � . PRIVATE 1 . I � ) I �
; I ! I � i n � I I I i i � m
- . ; �
� I !] i j i .,- ; i � : i i i 11 !
I
I � I : , � : : i I i I WL (APPROX. I I It I 0 i i l
" j _________­­_F______ __ ___________­r­___ Im ___ __ ___ , 1 t ­1 i --------- I , i I I
� i ! — _j______ - - - I I F I I
I I F , - i ­­­ - ___J_._______._,__ ; ___ — ­
;� I - - : ! I I ______L__
� I � c � I I i - I ; o : LOCATION� ____T I (D 3:
; : ; i - - __1 z � I I I !
4 � 13 i i i - �_ i � I i I ­ � -I--.-- . ---------- I �
j I i � ; i — �, i I � ! i I � ­ i i ----F—"— �
. ; — e . � i �
i ; i U) l � I I ( I � I � . I I j I I ��
� . F � - I I i I "," : i 1 1 0
. . J ! - EXIST� �,G � : i ­­­ , I � ! 1 W MIN. ; i �
; ! i V) I � - i i . � � i i W
- � i � I lo I t 3 1
- i I i i
-
� I - I I I � ! i i Z7;DIF , TER' LINE' ­1 � � - - � � i i
� z . I
: I I ! i < � I - - - TV �­ I :, i� .. . ... , ''' � I
� , "''' I --- �'­ --- --- 11- ,-,-- ­ ­­ I I ­­­____ i I � I I
. _1 ­_1 - __ _., _ 4, I- - A_ 1. - ­ I . � I I � I � I I - ­­­ ­­ �_:�:77 ­­ ­1 - I 11-1.­ ­ - 1- ____ --- ___ - ! ! I I � 1 � � i
_ ---- __ - _ ­ � I I 11 � � I 11 11 , ""'' i
� i � � _­_­ ­­ ­ ­­__.,7, _1,1 — ­ � ,� __�', " � I �.�'ll,�.�,,��,,��,�"---,�r-.-��,�� 1 _­­1­_­._1_._1_ ­­. !
; I ! : ; - �, .- 11 11 '11"'.1 ­­­­­ I 1-1 ­­_ -,,-- ,----,---�,�-i-,---,---",-�-,..�, _ ­ I ­ ­­111111.1­11- j­. Ill -1 ,_ - - ---- --_ ___
! I : I I � ,.� "'i ,�� I --- _­­­ - -
I ,-----,- ­___ - !, ___ _­ - -,- ­_ -, __ _­ - '' - , ­_ [ ,------ ­ , i z ,-, Ir ,V MINIMUM COVER 1 , "".- -,-,-,>- _­__­__­_, I "L � '' I I I—— � i
,.:�� �,-!!�, ��,��--,,���,--�,�f,,��.��,,-,�,,.. ',,� ()
�_ F� ,��', ,i� ­ 11- I , ­­ _11__­J,_ ­-, - 'I- - , -,- __ 7-
� I I � - ." ""I �, 11 � ,-"-''* I
i : , " � , I I ,
� � i ! - _j f � ! I �
i : ] I z - i 1 1 1 1 �
x � ! � ; < I - I'll FROM PROJECTED ROAD SURFACE : : I m t � � . i i :
! � � i i I I I I I I
I � �
I W I 1�1 � I I : I � i I �
� 1-11 I i . i - I , I : I I I I I z
� ; ! 7 - I � : I
a r I r r_ ! ! , �_, � OR EXISTING GRADE, : i : . i I � i m!] 1 �
� I ;
�I j ; p 1�11 � 1 1 i I � I PROVIDE 3 CUBIC YARDS OF r ; � � i
� - . I Q . - " , _ _ , , i, ­ 1.1-11 I - 1. I - ­1 � I—-, I i +_ � - 1--f - - :­ 1-1.11 ____�___ , - ­_ I I A­ I "I - 1­11 ­_­_ � �
I 11 � - --,---: � ­ , - I - ,�, - I . ­ � i I
I : '' --'',---,- ­_­­,_ f x � WHICHEVER IS GREA :.� � ­­­­ 1­­ ­__ - I 11 i 11 -1. I., 1-1-1-­1 __ - , ­ I 4 - ­ - � , - � - - ­ .. � � - ­ - ­ - -- - --­­ �""""."..--"-",.�,.-",--,�, ;z m 1
�3 � , I -- ; I I , _, - ____ _f I __ I - F,­­­­­", __'_1`­­_'_­'­ ­­ _' " FILOWABLE FILL, BETWEEN ,� I k 1 , 11. -,L,1'1'-"--"'-""'-"--L"'-,'"'--"--��----�","�,�,�'ll"�,� 1- 111.1-1- _j
t 0 1 ; : i C*4 ; - i ,., I i �
t x � I : f � � __ . , : , � � < ; . ' � ,
i - I : : 1 1 1 1 �
1
. ! � I
�
: I
I � , ,- .. I � � �� ; I � i ' . � i �e
1 I W < - I I , I i5 I �
f-I I I ; � I-- WATER MAIN AND EXIISTIING
[ � I i ; i -EXISTING GROUND ! p P)
� t �
,
i I C 0) I 1-1 I � � ; ! CULVERT PER SPECIFICA71ONS � I i
1 12 ! I � � � i i i I
� " ,I i i i < �
S i I � 11 -.1-1 i I � � : i , q COWLEY ROAE + � z
I . I I � ­1 I - L. -.1 � I � . - - ____1­_ - - ___ -4-- I , r , L I � - ; i I �
- __________...­­­ I - ­­ - ­_­­ - ____ , i . �
__ � -, - - __._________1_______­ 1_1 _ - ­'�-_ � - � ' - � - ' ' I - "' --- --'-- ­-- -- ------- -­ ­j_____ _____ ­__i­___­ _­ __ - _­_ -1 -_­ I— - ____ ;$I 0, __+-i , ______L__ _,�.___,:�­. L­ ­­­­�­­_ __1.____­ __ I ­ _..... ­­ 1­ -_.­-__­__­­'­--- low
-, -, �: 1 I _11________1__________________ i � . I ,,� � I ; � . 0: * -.,-.--- __ _ - -1 -.-- ------- ___1_____-._____, I -1 _- ____________________ _ _..___+ ___­_­__1 ­.-SECTION 21000. _ - ------- I �. I ______t__ __­ I—— --I-- --­&g:: �
! T5 4_____._1;�1__
I I � i 1 �, � � ___ --I I -__ - - I - ---I- _
49 � 0 i i I . I I I I � I I ; I i I I i ,--lV771 ___ I � ----,--, , IQ.
� � I , P - I . ­. i I -
; m I � � � ! I � I : <* I : I X: + - 5 t _____­ , 31, "I _ , I
I i ,� I I � : l ! � I __', ,,, >,� � ! I I -.4 4
, �
; �­ " , ,�.� I PROPOSED NATER LINE �
I : I � I I to I '�, r__ i
5 1 1 � I i I � . � i I 1
I ,�, I I L I i � I . .... . 111 lr­­ __�__�___� I
I !� z l i I : ! � I � I : �� � i i I � 0
1 1 __ - - I I I I - - I ------- _____ ( t
t
L ! ­­_­ � - ­ - ­_ -1 - ­_11, - .. - --i��
- - - � � - _________­ ------- ­ ---.---, _______ _1_ - ,
� 0 :1 i ­ ­ ! - � I - - ­___ _____ - ___ �_ - %op �- - ________i - �� Ix i ­ - _,�--,,­7��-�,�7"­`� , �,,_� � i LL
� i i - __ - ___ . ....... . � _ --------- ___ _ � ?
i r ; , lt. i : I l I i __ � � - 1-1--...
: � - - . _� � -_ __11111�� ­_­­_____­_1­i1­ ­
� I I ! I l L m -_ - - -_ ,�� 11 4 I ___�­__ -
t � / I I , �� ------ —T------- -- ­_� -
i � I � � �l : I ! _7�1r�lli j:'_, f . i ­;�V_ r ____ -"'- — �
ill I I i I I ,,, i j � i z
I i ,], 11 - I I I
� 7 . � _:_��L'�"'�',,.'�'�_­ � � -
� � I � ,,7,77__� � � I
m � a � � ____________i_ __­ ___ _____ - - - ___ - -------------- � _____ I I i � ­�:7� -,- i I - i I - - %_1
. I ,,,_��__ ___ _L_ __ __ W �< I- ____ _.___________ _,_____ - �
: (31,:A � , , i 9 C�
.
4 1 iz y , T /11 i I f ­ ----- - I ____ ! - ­ I --- - i
0 E E 1 1 1 1 l - � ��_ ____
- < � I : � 1-1 I ,� ­-, i I :l ! � ­­­­ � I ______T _� - � I I _____ I
W 400 ! t_ I 11 � I � -1 �� - � � lk"
____, . � � "I_ : I - I � RESTRAINED JOINT PIPE-252 LF i � - ,� 2 39 1 � 1 400 420 � - - 'V MINIMUM COVER I I __
� _'. . --- I 1- �,!
---. -,-- 'a ___�__ I i ­_ ­ ­ __ __ __ � - ­­_ _­___ _­_..___ I I 11" � -
. . a r- t-- - ,� I i ! � , - I - � I I I ­_ FROM PROJECTED ROAD SURFACE I/
09 11 : 1�i � I I I \ I @ i — i - 4
1 1 / � STA. 3+64 TO, STA: 6+16 L I 11 I I v i! lt�_ - V,
z i I 1:�:�' ; i ; -,.-- ­_ I I I - - OR EXISTING GRADE, : �_ , . I -%
. , I i iT, % /,
%.., � I i 11 t i i�� I �
9 ;z m . t 1 1 ! "I 1 � I _t
I , /1,1 I !: I . _­", il �
I �� � � : I i I I � - _­ -_ ��
i i 1, i l : I -_ __1 I I �,l
8 0: �4 I I j I � I . I i _,­-7-�7�-,. � i I WHICHEVER IS GREATER j
j � � - _15_1�jgg - ,
'E f 5 � I ! i I\ 9 __
i l I � / , i i I I i -_ I I
(A � � : i i : �, i . � _7 ­7_17� � , I - I k�_­_ I I I - i k I �_v
11- - I � "I _1 _.. - , 1­11-1- ­ ____ ­­­ i �_ - _/- I . - ', � _. I I i I i � � F i l, ��
!- ­__ ­ ----- - � � � - � I � I i � ___ � - 1__1_____ I � -1 __ --- ------- __ ''I I - I I - � ­­­_­­-'­­-,'­1 ­ �' � L, L ,
I I i I ,!"'t ­ i­­ � I ­­ ""' ­ - - "' ­1 I I -­­ �- ­­­­­,.­­ _ _ ____,_______ _ _ ________._ - - I -711-1 - _ ­ _­11-11.11-1-11111--_ I ­. _. 1­1 1-1111.1.­ i � �
i I i � i I - ___ ___ � - ,"
: I -,.,:;;, I 11 1��­�Z _­t_ "I'll, __­11_­1-___1_1­ 1.1-1.1111-11 -I.-- ­-.11--1-- __ ...... -,
, -'I-, - '1� "",��� ­­ I ­­ ­ ­ � ­­­ ­­ 1­1- I­ ... ­- i ____11______ __ 11 - _ � ­­ ­­­'-­1­.t,_"_,­­ ­ ... ­­ ,
;2 2 va o � L P7 ,�7 1_��71 ­­­­.; ... Wle_ I.- � I � I
I � i .1 : I i ; I _mt-, I" - L�, " ��� I i -
� � 1
4 � i , , , , , ­�n __ i I � I ,�� I
10 j . .1 I/ � . I I i­ -11, - I 11 __ � �, _ , i ;:
; I � - - __ , ; I
i i I , - q I ' -
�4 � i " � i ; � _­ ,­:­­�� , �'_ ;._ '�_ ,'� � , � I
0], ��c �� i ! � i t , , - �� I
i � I q � t I I �­ , , � �
L � I � - . : L : I �
11 I i
I - I � > 03265%
__ ­ - , ­ - [­", " - _ I , � i . _�_ - I ­­­­ b -CC a
5 't � 't T i 11 � i i -7� �­ I � - ._1 I C_ SEAL Z
- . i � I "', ,,,, I i I � , ,,��,� i i i L 11
! i i i __i- � 1 � .
; I "'. ,,�,��;�­­­� I � ! i
. -11 I I 1-1- 11__­__ _­1 - I ­11 I ­ � I I—- , __ ..... _ - - ­­1­1 � L i � Q�
- - I � - __4 - ­ -1, ­.. � ­11- I— ­ I - ­­ ,��'�', � ,- - ­111_­_____._ ­­ I., 111­11-1- _.___,_____________ __ � i it � I
l i , 1
1 - ­1 1. � - I � __J1':�­_­/1_­_ i � � � - I : __ .- -1 � ­ I : -1 ­­11 I ­ 11 1. I 1. ­­ - - � � I i _--lq ,�'�,�,'��!�,�, I - . �5 "I I - .11 1­­­­1 ­J-1--­1 -__L________ - ____ _ � __ ­­ ­­­'­­­­­ 1­­­1­---­­ ,/ i I i , i
�
_-
, � 41 BAM �-A� v
L11 I I I WNEW
I-
-,- k
t P%�
I " ��
�
,
,
(
- I � I I
-1
�
1, I
I I
, �1 \�`
I
I: I I i _14­1 - -.--.., � I - 11 .1- -­ ..... . �­­­,",­­ ­., �'­ ... ­­ ­­ � ­­ ­ - � � ­­111­ �p
I i I I i 1�,� �L�"'­�,l:a_,�"­.­, - ­­­ 11 ­11- � I �-­' I . __ 11
, 11 I I
i 8"-45' ; � � � , i ! I � 11 i1__­__­-______ ­ --,-,--, ­
; . I _. , , � � � : 10 v
I ! ,-1 / i i I I , , I I ; i I E
� Irl i / I ,� i � , I �
I L i I �
E � IQ I i � i : I— " '' ­7­ ­­_,� ,r7,:,. i­ I i
L i_� ,: _X_�.11-
I . __ � ,�11 ,/ I : --- --�­ ��, � 1 - , a­­, �', , i � I l ! I � I
�'
I STA: 0+ i / i ; � I ,:�� L 7 . .... ........ L, -7 , , , , , I i � � �
a I : � i � .1 , i � . i coo A
� . I � I t ­, — �E�­ ,-'-- "'��,,�7 "' 7­7- i:, 1111-111 1-I.-, 1- I r l ! 1, � 1p�k�) A . IB
I i I i 1 '7-- �-�'�� , I'll " �,L - ---
I i ! � ; l� _,-1,_ , I ,�: b I �
. _­_____­ 1. I - - __ ­­� r, I I i : I i , 8, ' peommap"
; z I " ­,.� !,7 ---------- ­ ­­­­ I ­ ­­_ ����-�1---���---,�r"�L'�,,�,�['--'---------'L,-I -- ­­ .1- ­ ­1 ­ - � � - __ _ _ , __ .... � _11.­­­ --__-­-­­ ­­ -I ... I ... . ___ __'_____ .. .. ��---.-,-----���'�ll'�l��1.1��Ill''L�,�-L,� LI�l-�1,1-�l-�,,�,�.,,�,_�___,----'-L .... .. -----, "' � ­ ­_ ­ 1_­_­__­­ I ­.__­.­1 ...... ­­-.1- ,�, ­­­­ 0 ­­­­� �11 _-
__ -1-1- ­_ " - LL
L�._ 1.1_­_­_-­_ I : - . z T I—
- : - ! 4 L i ;� �,__at!L r � I I I . i � �
II __ I I � i I
�� 11-1 �_ I ", � _ ­­­- I � : � i i Co l
1 1 ­ ­ 9 ; I � *
, � i � i i � I 'i �
I --- -1 : . I I , �1 � I I
- i f ­___ -, � i I ; f � I
11 I - � -1 I - __________, - f I -.1-­ 1 , _ _.,­,r'­­ , d , b ;t
" - _ , � � " __ __ - ;- � - __ I 11-1 ­ ____­­­­��_.,.__/__, - . I �11 I I - __ , - � _ - _, r, " � 1_1_ _ �
C> I _,�T_n I'll I ,� L, ­ ," r, - - t _­ 1, 4-,--
_ t 1237, _­_­ - : ! � I I :
j : I �� I I , ) 00, � � i
� 1-1 �, I - . I I .11-1--_ I I � I i I I ] I V_ � H
I
! - ! i I I _j i � ! : i a � v-
- � i I , I �
.- I � - � � � i L - !, , @ �"i�,____­­_iJ x p - ­ - "' i 1 ­ ­1 � -.1.1- __ I I � ,�
, I'll i i ­­­­ .--- ­1 ___ ".. �_ , ___�_�, ­­__� Al _�,_ � i I i I -11 - - - - - - ­_1­_­_ ­11-1 I
i 1.111 11 'I- I " � , I ­­1 I � i I I I -,. � , I 4
"111 - I ___ /\� F.1_11;i­ I -, �
. - 3
_ I I — ! ; i I i I � ! I � ;
- . I � i
.
I -­ i � , 1�� � i 8" DIP I k i � I I :
�� �� ­_ - �,, 11 . � I � I
� � I i � i � i I I I I �
,
i� �! - I ;­ ' ­ - - - �. -1-1. ­­ I ­­­_ ,- ?� - � SANITA i I i I I i � i I
I
- 11 - i � �.�,,-��? , _ � _ ­__­ ­_­­­­ I RY I I I � 1[ t � i,
-1 , , , -
I I - � ­ __­_ - I � �� - ­'_,;�4� 1A1­­­1 ­ ­ ­'I I
.. -1- I ­ I ­1�1�t : [1­1 _­_­­ ­­1 ­_ ­­ ''I".���-'---�'��.,-----,r--.�� ... ­­­ _r_'-j__,_ __ __________­-..-i­ - -1 I - Ir I ­ ­­­- - ­­ -------- ­ ­ � ­­­ - --'- LL ­­ ...... ­­ I I 1', -1--l-, ­ .. __ ­­­[ 1-�'�-"��"'--�'�-�'L'�l.����.�,-�,�,---�--,�-.-.I"" - ' , "" - ­­"'r, ­ r - ------- - ­­_­ ­ J - I
. ­11 - 11 ; I I ,�­­ � 1, ! 1 SEWER LINE - ­ � ' - _' F­ ­_____­___­ ­_ I i ­-1- ­­­-, 4- ___ - - -, I - , , � , __ ,
11� I --il X, \; �, t I r � �
-, "", � : � �­ : i I .
..... � � ;,:�-- ; _� : ! I ; ; i
I
:i , ;- I- : � _111,�� " i
Q) > . L :: � i � i ; I i
E /:"-" I _�b_��, � � i i 11
�;;--­,, I � � [ L � I
- � i . I i I I __
__ '­ I I �, , "I q1__1 . i i � ; __ ,
I . I" , i I i � l I _
W _-, ." : I I � l i : % L ,
I
I
.�_ " r� - i � i i I I i I I - i :1 1 ­��7- ,-,--
I i ; � ! I i ��_-
___­__ ­ .1c t __ , %>` _____ - - __ I � ­­ � I.- ___ � - __ � 4____ ------- ­_ - ___+____f___________ - - --'--- L ­­­­&1­­1­­11 ­­ ­ -11 ­­­­­1_­ � ;.,_.�_L_ -------I- I ! ___­ ­­­­ ­­ -- ­1­ ­ i Ll ­ I ­1 I ­­­­1 - 11-1 ­ ____.__­ I I , : �f�,__ -
� � -,..,., -------- -�­ ... ­­ - I—— ,,<_-��,� ___­_________ __ ­ .. I _­_'­_, ____ - _____ __ .1 ­_t____ ­ .... ­-­­_-­­­­­­---j --
0 ___ __ - - — " - ----- L — ___ ______ - - - __ _____ - 11 -.1. - �_, __ ___-� _-
- ,
.
, _�> 'L�
: �� ",L�
" ,2 1 --� ! - 1 -- � � , " r ,_­ - __ __ - __ __ - - ------- __ --- - I �
- ______ - - ___1 __ ,2 7��, 1 ,,, ; I - ________1________ .... .. __ .-- ----,--., _
� : . '� I i I � � - ;
_'_ �: L,_ I I �
: � I L , � ! � i . i __­� -1
� - ! _�,� i � � i I NOTE: � i i ! I
* 9 � �, , ��
Co I , ... ­ , , � i I i i � I ­�, I �
_-� - ��, .; IiLl p i i � i I I __ I
I "�z : � __� � , , i � I � ; . I.- I __ 1
1 �,,� � I I " __ �
__ j � , ` : j i ! 1. ALL DEPTHS SHOWN FOR EXISTING PERMANENT UTILITY LINES i � " I
; " "i � �� I I," I � I i " . ,
'"
,
I � -------- _____"____ __ - - '' �`I"`
� fl/ . i : I � _1 -- - --- ­­­­ ­­1­______ __­__­­-­-­-­-­­ .... I"--'��'--'-��'��'��'�--�-�'--'�l-'�-"-'�l.,�IlI 1_1__ _ I.- ­­ ­­­ ,­­ ­­ ­­ -,r­_,_­­_____ - ,�, _��
j 'L_ _!4i _.__­�_­­­______ r I
- I I _�, I i � : ..--i
1 ­-- ­­ - '" � I �. r 1. � ­ I 11-11 - ­­ I'll -11 ­ ­ �[­­ ­- ­­­­ ­- -­­­­­ - I � � ___�_ ­ I ;
i , 7_j __ __._ ___ I i l,­- -- ­­ � - ­ ­­ ­ ­ _ , , __ _ r_, � 1­ ---- ­ -, - ­ ­­­ -- --------- - ------ - --------- ------------- ARE APPROXIMATE. I.- _­____r_ I _ __._____ 11�­­ ­1
i i : -_ - - L 7­­­ _­___ - ­­­"" PROPOSED -)
! � 1)'.' i i i ! i PROFILE I —:19. `
-1 i I � � � � ! � 2. PIK JOINT DEFLECTION MUST NOT EXCEED PIPE l i
1 1
9 i i ! � i SCAt E: 1"= 40' HORIZ. I I 8" DIP
.1 RESTRAINED JOINT PIPE-145 LF— ' I � ! I i MANUFACTURER'S MAX3MUM RECOMMENDED DEFLECTION. i 1"= 4' VERT. � SANITARY
.. .
I . . � 1 i �
- i i �
� I— 11 I ­ ­ - - ­ - ­_­ I- - _­ STA. O�+00 TO STA: 1+45 --_-__�_ ........... .. ......... �,-",--------���-.--.��,-.�--..-.,�.-�-,-----..� --- ­.. ­­ _,_­--____._1 11 I—, I � - i. I I 1. ­ ­­­ - I . ..1.11 � ­1 J ---- --- � ___1_­__­. ­­­_­­_­_­__ L_ I i
, � - __ - 4 -1 __­­1 --- ­­pvpft"__ 'I" ILf" -I . ...... .. . .. . ... ......... ........ --'-' . ..... ........... ­­'n4__.__7_____ ­­­­­ .... � -1­1­1L­­ I 1­­1­ ­­­­­ 111­­­- ­_­­­­­­-_-­ ­11­ - - ------- :­­­ .. . ........ ­­­­ .­.____._._.._._ . I I I
I , I f ­7_­ ­­­­ � _­_­ ­1­1­1, ­ L - - 1� _ ..... SEWER LINE
i EXISTING 1 � I i F � � i
. t i I i � i � I �
I I i i i c � i
0 t � ! i ! i i ; I I : I I
i ; � ; I ! � ; i ; I i
z 30" RCP � I i l i
! � : i i : I : i
i
� ! i i � � � I I L ;
i ! I I � I i
380 � A ! I � : i
­1 ----------- -- � I - ­ ­­­ I I I � I- -1 t __ 1 380 400 : �
I __ _ - _ _L_ --- ! --- I I I I
� � ILI? ------------ -------------- - ___ - __ - ___ __ - to a t-- cc 0) .--"---'7 to �o 4:0 - 0 Lo cv -_ - I—- ..... . 1­L.._­__­­ I � - i
(p �3 eq (9 �� (i V: pl: q `� � N r- G co
co cl� 0 IQ 17 - - (i
m 00 0 - " m m
m m 0 �; 9 0 0 6 o1i 6
m m m 0 - - I - - � � 1�
- I - 1 - - ----- ------------ - ------- -_­L I v "It It ,Qt I *It -01 It �� I-T 'IT 1-t �;r
­ --"--,- ____,____-_L; Li ,----L--....----,--,,..",-.�-.111-�-jI I - F'1�4` -
�
0+00 0+50 1+00 1 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 __ 6+00 6+50 7+00 7+60 8+00 _8+50 9+00 9+50
- - I�C_l , , -
__I­-�., -.� 'I, - * ��- 1 PROVIDE 60-IIEIT
� �_-�
_1�rJ�, b�? � i
0 �
. I 16*DIA. STEEL
:
- ___11_­____­­_­_,_­__ _ � __
­-
� I � I.- 11,­ ­­ ­ � ....... ­ ­- ­4 ENCASEMENT PIP
�_, I � !
, I r i STA: 11 +56 TO STA: 1
: � 4 � i
I
I I � �
I i
. ;
i e I
� I �
__ I
...__________1__� I - '­____-­­--4­----_­­,_ --------�l---;-_�----.,----],--,---,. 1111.1­­ �.____­_____-
I � i ,
,
�
: �I I I
l z � . *� Proj, No. SW5017
- ____ �.�..---.-,.�.-II,IL'I,-,--�---_*, I i i
� ___��,�.,___�_________,_,__"��____.__ _ ­ - . I.- I _
-­­,­-­-4-­--- -­--­­--
�
�
i � I i ------I--- I � Design By: JAB
I 1 I I I Drawn By: TGC
Sm 5rit.tr 08 FOR CONTINUATION OF PLAN & PROFILE ­­ Date: NOV. 1412013
AND 1E IN TO EXISITNG 16" DIP WATER LINE 1, Scale Hor: 1 " = 40'
1 1 i I -
__.- __ � _____ I - � __________ Scale Ver:' 1 " = 41
1
to I ! I I
?� 0 8 1 to
,
* I �
,
�N �4 1 ,,� SHEET NO.
T Nr 14
- -
10+50 11+00 . I - I 1 +50 1 07

E.,
.9
0;
�
m
..
0
0
"re
:?
�10
0
-�
#
I
t2
C)
C14
�;
=
Do
�
CE
0
m
..
0
E
>
(D
A
9
9
0
..
..
0
E
0
z
15
0
=
I
�
-- --- --- -- - 1-IM......-fif..1-.1111, : ---.--- qmi,� ,".1g.", if I - - -I lil
, ,
�, V I I -1. I , �, I . - .
,A��;;7­1 I � .1 � �
­­7" I I 1. � �' .." -_I, '. , ��, ,- d"', _­ 1""MIMMIM / � �. :; I ' �, , � . � I 7 �,
, , - � 9 IF , CONC� I � 1 'I� 11 " 11 ,I , I// � -r7--,-1r7, � , I I CONq'. , 11
, , 't I � If ,F) . ", 4 I MOAD � � .- "I T , ­ ­11
11 A1r,CLFY49ND,$'. AIATI I I I 1 dmmmft.- I . � �!; .. ------- - - -------- NOTE: I , I I 11� .. ; I ,��,-
I I I � - I � i 1 I 11 < el
.
I I -7 . , , , I CARY NC , 11" , / I
, I I r ---, � 2704,1UWWL13)2
1­ ti'-, �, PK RICHARD 6 I." - I , - , - ��,,,
�' t, F ;ff, � � , 11�� " I - � , , 1 I 11�7 � ,------ --,---, / - I
� , � K\"�,�- % I - � .
, 1� A - 41-1 1'� U , /I ; I / 11 I I � z-
�! , , rAA',TL ' 622�) 7WYVJV JROAD I � Amwz- I "I , "" N1 , � - --,_ I REMOVE AND REINSTALL / I , ..
7- 1 � I CARY/NC � I � 11 IV - � - I � .
. . i , t � , I -1
I,� ­,� � �, I '.. - , - - ` � ; " i I : � 'HER ��
i �, ;1 � FIFE " - -� - I MAILBOXES AND SIGNS PIN 0772-36- 62 , I ` I � ,
�'- ,4 z , � ,� : ' �%%­ JIVIF
. � �: " , " 7'HER 2�
v11 � v " / I , 1, i 11 / � -�; I ,�, ' � � ,
- n / '�' 3 11
" � , . i, ,- .I- ,I��' � / I ND=432-01/2: . I" , X/ P� . � "I SKEL ; I / I : ,� I I � . I Z I..- I � �s
-,
p ]tj ,`I,-� I , 11N 077R-36-1284 ; - - " , �, � � GROL;' , -(� TZER, JEREMY J SMELTZER, '--, AS NECESSARY DB 04258 � \1 . 1 2709 0
.,4�j , � I A 'I, 'k\" , . / f : - � j 1� I I .. ,� . I I I i 1 '6
1 �
, ,� I � I , � , . ��'j L I- 2073234.50 1 � v . . TANK , I 1. I � �j ; I I - 1 � FFE= C4 ,
-, , 14�- : - - - m - - 1, � ', ; ­ � � � 11.1 f,',-,� /;'��,�.� 11 . A 6812 REBECCA CIRCLE \., ( , , -�b .7- e I GROU < i�i
. � '��l , I -? � 1" / I
,I � � - � � I 11 1� ,-`,� - , — - - I I I 11�1, , 0
- I - ­1 I I I 1 '% �" 4". I � � CARY NC 1, 1, - - - — - - — - - — - - — - - ; 1; 3 , 1� I 6- �� " PIN u Z-� !
- ­. I , � � PC Oq � . - ,, , 1 1-4� 1i , � - �,­�, � ,-/ 61, -.15 , . I , I" , z : 14 - I I :
� D5' 04,71 1 . - ---,- 'I � N-72641&76 L 11 I I I , ,A-�- , � KRISTIE DAWN MESSER PC 0637 11
1-1� , , --- - ". I , I � I W "' - I
0 --� - . I - � � -- I /
- ;� =- � '// I
. -� - ; . I " � -.6�� . / z�
, .: , 11 . 11 , I mc I I � L-4 i / � � �, 1-111 I p I. . J. � � t I , / ///
- , � 11 -� ), " , .
­ / I ­ � I , - , ".-- �1�1 I �
�
-
lx-- ,�� � I �� \ I 11 - .4(
I
---)(--,- \ r- ,,, I I � I � � 1 -----/ ------ , 11 1\ .� I � , ,� IN =
I "I �,�'111 , �� -
� 1, " � . 7 . � � ­- -- I I pp PIN 0772-36-1026 .1 % , , , .) " �1- !
-
; I � �� , - ) , , 11 . ,-- �� , NIF , " \ \11' - I -
, I ­. - - I �
is 1; . -­ I 1, -71 � ! � III C4
. - — - - ��N �, � '� ; I I I'll � -­1 I WELLI� x -> ,I
i -­,,110 " � � I I / I EDITAFDS� E CAT�ERINE S , - � ­ ---. PC 221 0 4", III �' U)
I � I I , -
I , ' & f '" 7
-111, ��-/ 1; � I I ,­ Nl.',� X ,C �rCI,ICLE. ", ­�, 1� I I IJ-4�,," 0
11 I 11 � 'C "Z!, - . 41 - �, t "
-11 1. � , I "I -\ 6,1CiMEBC .rA � Ix
� , It 1, I -- �% 5�" ­1 m
��', I . ��­% - ��
i ,� ��* t , M, " il�11`1; �'.
� I ` , � , ' q . -, 0>
!! . .- '-,, \ 1 i , �� I � � ­�,.'� 1 , 11 4� � . / I 1. I I , ."', 17
,��, \FFE-434.10 \ � � I i I �, � . � �
. !I\ I j I . I " � I , , I�
, , I \ � ') - � / � t" -_,�, ,,,, 1 PIN 0772-2&-9075 / , /�, I ��,� � -- = �� - 0
�, III �,J---, I \GR,aUND-431.8� . I IIIELL � -11; , I I I 1 �,,,, i _ . I I . I � 11 11 .1e I I ---- ­------­-­ % � , ::1= , - 1-1 - — - ,T
L . � -t" 11 � I I � 11 ; , �� / 11 "1:1�1 - - - - �, 11 - - � . jo� � I i � I ,� -1-4 m
­ I I I PC 29�370 , , I ,< � I" 7�1�77 - -
,�\�, �7�\ 1��, -lie.,. I I a;
, . I "I � I 1, I '? C: �i
k 1 -1 I 1� . I ,��'�, \ I I -, -­ , "z�., I ­, " I 1. I � � �, il 11� 11 1! " , "OFF* Nk
I I " I A % --,/i I , - ­­ � 4 , , .9 I
I f) I- ­j�4-,,,j�', �7 �,,­,
I eilmi;ot) j r , - - -11� v ! .,� 11 I'll IV I I I x I I i � .� 4 � , ,�,,� � "� NIF 1, I 111-1 J � f III,
4-, 1 � � -�-!"�­ , � � 11 \ / / , 1/' k ­� \ DB o q 3 9,9 _ , �., : ­� 9 I ­­ "------
.. \ I \ I I I I -- -1 z
­­­­ ; I I � -a,�-,, , � -- 4 \ " .� I y 11 v I .40!L,
7 . \ J CARY, -
,� : . , -:W'l, - I
I ,� RAI�fL � 1, N I I � ,- � � I
-
� `11 � 6 I � / , f 61 /� I FFE=4 7 Ix " � 'r, 0
1 "I
� I I � I I / ,
' NIF \ , ,-- � I 1, t � 11,Ap � . ,' - - -- -
I , I , %,
I I 'T, " '. I ; : . 1, 1-1, I I I I I I .-
GKIDNIMSE 11 ­ 1, I � � � / , "' -, . 11D 2
.. ,� -�z, " - , ��
-) I I" , . 11 I I � � I -
, ­1 \ I \ i kl-W ,�- I I,,,
\ � � I I '.. / "all, � -1 �, I �� I �� I I " r, 4' '�, I , 11" 1� 171-7717
I' ­(� -I : , I I '� vq�e "I 1, 9
11 -, I , 1� ,
, 1, I � � .. 11-1 �, .11 I "
CONSrAlYCE G 1� � 11 -11, , , 01 " � " , ­7-77 (n
,
I
- (7, ."�� , , I \ - A 1P, 2 .02 -------­­ --- it!
L�,­�,­"., ',I PATCH � , . I _� , - z I
I I I , * � % I , i- :7 1 ,----- EASTRIDGE, ALLEN R & PATRICIA L
MONDS, �JATTHEW R & \ I \ ) \ - 11
"
A '� -< I , I , \ \ , \ ,. , 2708 COWLEY ROAD �, F -�
I 1, , i , �, V .;A, - g4 / - I " CARY NC � I �0 ! T" " I ,4 �,
- � .- � � ! f I �', :,�L
.
.
- , f z'�, D.41 � � - � V CL q
I -- k �, '% , , . I � I I I
I � I I I ��
. - , I " 'a 4 �, , �
,�
" .3 , �p , I
CAR Y Arc - Q , , I, 1�� z , ,
', . A� / I "( ,
I .� 6221 TRYON ROAD � 0 : I I � - ".�. 1 10- v\ / I � I I I �, ' FFE- 8�52 I � A
( 11 1-1 , � 11 � � I IVIF , \ , " , ,ujou , `11111iomliiilliiliiiiilill�
\ 1�- I i ex '? Ll� � �, CREFAMORA, W[E�,�E GRAY; k LOUISE, R I ."- 4�A;11 - - WELL 11 � , I" � 26 ; m
I' I � - I I 0 V � � I \ -�' - 11 I , I I \ 1,
I I � I I ` " I -- ' L tD
I ; I I 1 � I .p I � � r � \ " m E "*'
4% 1, r, PJAI O772-36V2;?86 I . I / 6820 -4 gA CCA CIR CIE \ , , _,'� _,.��. ,- r p - " I
/ -"-- I I 11 - � I \ , I, ­
,
,
,
,
,
� , ,
"
"
"
"
"
"
I . !P�3 �, �, I � .Y A,C : \ \ \ � \ Z /-�� " ,
� I 't * �� I. -�
I A DD 12t35, - �- -._ PROVIDE DROP NLET% ' ' _ , � � �: I . �. 1-11-� A� . I ,� DB 06833 11 ", 1 T ," ,� �. CL (u 6
,
,
,
,
., - � � 11�.\ , \ - " I � �j , `L,"�,
� 1. i / I I � , I . -
A ­rl' PC 11653',, I-' - i it I ON. SEE '� L �'L / : I Ll,� I � 4 C : I I . I i PIG 0087 11 ,. I I" ,
/,�'/,',', 7, - �', 'I '� ':Z) " PRoTEc-n n � - I " � , 1, , m
� 11 " I bRA"ItL r r j - - � ­ I � le - I " " �� 1� C% Abl'KALT I I i - � FFE-409�7 � 0)
- , JL W00.13 r,, r L�, : I *1.1 I I ��A - ; 1, I " � I
, .fr
---'11'\11'1 ` - * �, - � ,�, \ DETA � ,\ / PIN, 0-72-254986 �$\ \ \ 11 � \1 I � , � ., - - I J () 0
1, I I I I � \ I . 1, , I I . I . , �
'j", /��*', \ - � I I D3 0171'j, � 0 r - I � FFE=401A In I.-
��',m , -
-
- , �A�,-- YI T 1, �- ----- , 1�j I / / :� % � � -- I 1 4 �' " �� � I 11 I .
- I * 1 '36' 'r -- I
I I % e­11 - I . �/ ?" - j ­- (BASEMENT =
, I I 1p " I I I i
W " `41 " IiII-u-n- , - '��­ ' � r F� 0, \ , ,,, I I I I lkl� . � - 1 '� 0) cu -
". "I �1,-4vv,F,AvvL p ­1 (TYPICAL OF CIB H, OA.D \ � � , ,
� A )P=,�27.89 - - I r � r 'r � I , � �, I , - z � � I I - �, I
, , ) - I v*:I CB G. AND CB �, L 1, vl� \ 11 �, , 11 ". , : .4 N
1­1�-7�- - , It I 11 I - -07ii377.04 , 1, I I , I ,� �: � \ �' t - .1 -­ . � I I "I I t � �� ... -
1­1 - I I - :, , I 1� � � 1111
". � , I,- 1INKNO'NN) I �, I - 1 ,;3zl 11 . _�k, I � r PROM VIELL I �, r \ � . k - — - - — , �\ I , ��,,, � i
, " �UIRECTIUN � / - - ---.:-- - --- F-2073339.40' I ... �-�,� 1 E) / , d 1. \; � �j I, -�l 0: �k, I — Ar- --'% . S T- IN-
3,9 . I N , I �� 1. , � k,- ; % , 271S OO r I &- �
_ _ -- -, - 2 ' ��% MECHANICAL JOINT 62 ; � N *. \ ,,I I z- � \ I
I ,� L ; � ­ � : i -1
=418.52 -,�- -f , � I I " � I . G k�ND�42164 �pl . I A
::::: -I--- - - -- - . z & , , 11 /I � � �, I I ,,,�', , CA \4400; 4) C q
' - ,
UND=413r) �-,�--- , - I- -, lz.� 11 11 � TAPPING SLEEVE / ) �,&11111, I $�., I I -� � 1�� z
��., - -� -- DE 1 6"x1 6"XS" / -> - ��,� FFE-17�' - - — - - — - - — j -, . . � , "I �� � .ddmffmm�
,,, 6 I C!"�, � 'X " , "I -- 1, t7"', I " 11 - I I �7 �N V "I , 7, � / ) � 7)
-j r, 1 7­1-­ .,� , i, -, i
,��, , I , ­� �Tl, I , . *: I TEMPORARY f-�/ � �� � / � I ASSEMBLY I '�,N r '�\ I I " , I I,\ --­ --- �­­, r � � 1 --,:7, ,,, I / I � " lz� " I (D �>. -t:
-\-�,-­� 11 � I I -, - , I 1, PIN 0772
,
�
,".; 0 � �, - I I ,,� � ­" � I ; � I'm I -
,��, �� I, . - , z , ,/ ; 11 ( I I
,�l .i­ q, i �� 11 ,- , -TYPE III ',,,-,,f­! p I WITH Off GATE VALVE I NIP �!, '. ;,� �i ' E- 0 ze
I 5--- � " . -�,­ � "\ I /" � I , I
� I � - -;�- � .1 f DB 0
- -t�� 11 -- � / ,�'.
p � , I -LL / � � � '
,
'
-
--
-�, I � ­�� -x7,.j � /
I 17- ( , / Iml, I, 3 - --�
. � " - -1 Y - I I BARRICADE �i ­­ AS SPECIFIED /,f F I- = -t,3 6. 2 3 1 1 -7t � ,EASTRIP04 ALLEN ,- am � " , ASPH kL ' .
RET ,� - t ­ � I I I ��t�� I � � 11 ,I I, I , �� �, I r -111, I , / 1/1 I � "I '08, REBECCA CIRCLE - A - / . ; "I I I it , I PC
­ / , 1,
TE ARTTCE ��3 � I I I � , D= 432.2', 1 ' � I .- 11 ,/ I /x , , �, 68 " " I / � i � C 1 trl`� , � 6) �
-4., ,j -e- , , --- , I I 1� -1c", �­ �11 I� \L ,i,GROJJ�i � ,,, �� �, "I � , 0 /
4D 1 -­�--, ---�-­,­;7-�-\-z-, 1 1 � � � "? � -1 I / r i - ­ L
',EY ROA ;. F�, , " , , . -p,��, �� r %,CARY NC,-,,, --NIF- -- / -----I'-- ar, "11, " � L � I . I
. I ­// I WELL � I I - ,� ",'A , PEW I/ " �/� I `1 ,I / - / I � � r---,A-v . C
'' 2 , ,I. . . I I .1. /I �9�v I 1. -� � 1 1 /
� ivC 'III I !"­�, -11­ ­ i � k 1p, � / - � -,� �.' k � � ­ , 0 JNV­ , 11 \1 � I EASTRIDGE, ALLEN RA;VDALL 11 I .AW 1 8
, - , 1, � � � , r / �, , 1, I � — W �-,
j -�, W , - - �,; - ' � I z - � I -tq � I — - - — - -
� � -.I 14* , . / � IF'
1! I ;,, rr­,41 , , I PROA YARE I � , 1 � � -I. "" � \ I N - r �, . ' �7k 07�2-�'365-196'?- 11 / � �0 � 11 �I I 190 'I
"t 11 . c CLE - " ­- �1�1 'K
- � , . ,�
, �3 i
.
, I r - I ., () �j, , �114 � I 11'�r, IQQ, '� 'IB 1 08660 . . I I I/ . A� . ��'\"� \� I 10
, - -­ � :--�� i
� � I , ,� " YC '15 4 '­ � , I I
`I I , � ! c 'N' "' 1, X / / , , -q � SL � I 9
I I I � �. " : , ­)<� I "" LL -,� EASTRIDGE, PATRICIA LYMN
I
-3162 - c) I � , FFE=429AQ I Pp � W , � '\ - "I - 11\ ,Z ,:,,-, ,,, �� - / z), ,4,
�) �,`��11�\, � .� I � I tj',�E
4 ,4 . N/F � %,. GROUND-424,93 INLET PROTEC ON. , 1
�36 , r � I I - 1 , " , � 6804 REBECCA CIRCLE 0 '.
4258 11 I)VI - - , , - -----, I , ", � , I r , r, ..r , `� , I . TYPICAL) ),,' ' _"�, r 14t, I ­ze / , CARY NC i ,P-1� . ;
. it , I ", I I , � , � I 11 \ / WELL / � �
� ,�
, 11 I SEE DETAIL QQOO.1 �� 11, , �,
�,, 1 4 � I ��;�- ,,,, �, / � )�.- .
�1� I .4�N I 1�'", ".,� "�,�'I': " i � � � I % , , ��, // I � --- ­ ��, '1�i ", "I 19 tl q , ­ - I I "N,,�: � I �
"
,637 i ,,,,-­.,1gOO COWLEY ROAL) I I I ; -1 , � --­ r� ,,/-' X /L 'S" C ­ � I '. ,P?v� I -1, /- - - / I I I rz:; i I �
- ­. I I � I I til I I � 1, . I - - � � ,-, .I- ­"��f�,��6,4 ,, I , - '� . , � ,� I : -- 1.84 � ,
­ I I t. , ,� � �, 1'� r. , PIN 0772-35-2879 1 r J'� I I � , "�, . �
,
�
­ ", I � I I I COIRY IW, I �- /r '\ "'I., IN "�, , , " I :,:":,��,,��, , - ­ I I 4 : � I 9
�Io ., ,,, , \, 1, 11 I 1- 1// , I 11, � L 4 �- I :"�p i�
� I" �
I -N 11 ", BOX FOR lw'METER � � , K I ; I I � � , , , , 8, I;, "I I I -, �,:` I %, "��,,�­ � / I = . ki�j �
�,�, , ,,, � , ,Y,,,,�'� 11, " \� /11, �X,�5�,: M�111 �
"" -,, ,e 11 Mm � L­ � I . "'11, � 1/1 - % ��
�1- -\-- , I \
��' - WATER , � I --- - � _ i
6
, ,
I I �, I M I , . , rk� - L I ,� I -­ / \ DB 07099 , I I I
, , - --, , z
N.0- -, , I � �� --, \ " , L5) - � GRAVEL AND I" 1�::--- I I / FFE 25,11 � We i : ,
�, I , T11N 077�2­136-32�0 ',(TYPICAL) 11 MP=422.58 r , , I , - -- - / r �, , r ", " � �,
. "7/11;�,� � - - / t 1� / ORO ' . I I I ,
) - " , � �, " N MVJN�416.3 I %, � \ , � �v I � ,;11�, ,,�z�-�,, , , ' \ - '-1--i \ F'7-�177-: , 0-421-06 W
, , PROVIDE CONSINATION � � I i , '' / ,�', I ,,,,, 1 -, . I ,
,
-
r �/l V,, I 11 � I � I : ; \ IN te�qa RIP. RAP FILTER L � ' -,� I I - -7-1-7-77-/1) 1 1 1 It � / I i � I � m
- " ��(�_J,L PG 0206 , �-, - �,, - I / R`�,MAIUC � ' �"77 / 11 I i " ! I I "! k, .
, -v, , " � � .1�vvl­]�z I �� , ( / I I "'/- - ' ' rE - I I ,
I I ­1.1�, �,:�A 11"el "144(1\�
I' �� , �\,. �; � ,�� I
� - ,�- -i " ,-,�­ � I , AIR VALVE ASSEMBLY \ "'LA , , -- ,�� ',' L\ 1i � A �', "I'll- � . I ". ,t,,,, � ,, .
I, " - I ,. I SEE DIETAIL 06000.15 - - , ­ L , ­ / ' ' '\ �' � I REPAI / ;PROVIDE " Le�,�, GNU D=42137 �- ---- - / , I v 1 I II lk � ; � -
- I r ' , ,
I . - �, " . - -�� � � " , ' Ij �L'L`L
) -- - P--_ I � I r" f \ : '� I "' r , __4_ _, I I
_�
I , , . I I t -- 11 k "I / ,r I ' / I . I t r
­ I � � ,�,;','�,"' t � 1 WA I 1, 1;14) , , "I I r , 11 � I . \ I / i'DETAIL 0 -- I 0R1V1 - DAM ' -- / 11 �" 17i'7 I � . I
� . 11 ­ -- i � I
.
� . , I % I � .�, - j ,- " 1 ,� 1�' I I" ) 04 , / ' CHECK \ _ -4-4/`/-i�j � � ; �
- - I �, x-f - WFI-422.33 � 11 I I ---- ,� � /i %, 1� -SPECIFICATION$ ',, / , ' WATER ME I I I i I � . 4 �
� I . 2 1 NIP �
) - 1v I I I I -,� A , \ -­­­ - - 11 , I " / -"'-�,, SECTION ,�011n' ,�� "I" AS SP I", BOX FOR ' 6 YKE � I " f � I , LE,Ar;R & I'ATRICIA
I R "'i 1�%�� , , \ b �< + \ I VAR DENNIS I I �
-'j I , �' - tl 5,5S � � -,- ­­ . I � I , 1, � , _ _, (TYPICAL) , ": l� I
I
­ - "10TALso'S , PEGGY , '17 COWLEY ROAD
LP , � . upt�0--I,q i ,� �-�� �, -- / ' . " EA#RIDGE, .AL,
, , � I i ,.*-� I , I , I" - -- � --J�-'6­ , '\< , -, I, , , IV/ 7-
,
� `�T I I TE4'\,SmER,VICE � ' yl I -- � ,\ � . ,�­C, , 11� � , ] �,
, � I �, � -- t I � � , BERM BASIN PER I 42166 I
- ,� (TYPICAL) \, I�, � " ,- .A i , il , 1 "- - --(, /' , ECIFIED D, &
41-RODE�Wt- DIP 0 K I's"d I If �, 425 ­ -- - - 1���I�:� 4 -416,6 . A Nv-4?�,84� ,,r r \" � ,,- � I
M , I , . � , I - ��.`OJT .1 I ­' , � e - C)
i 1, I I � 11 � 11
- -,�- , " , \ i - ­ � I c � 1�� � I � ;0
- § �� -- ��,�-'. -- / , - , -- - � ��! 1� -,I I ��/ I " 1 w MIETER � �712 COWW? ROAIJ "I � . t 411 1 � ,
t , I - Ili. r , )'­ , -SEE DETAIL �,� TYPICAL) r 1,
�� - -,- 1;�W-�,-r-- -- I ,� i 1-1 � I -
I , , , -I",-,- � % I
, I I - I
.. - - , J- L . I � I
. " WA70 LINE - II i-111 I 1 - 4� . - , , �� , - � t,-, ) I - - I \1 I . J� . _ - I - � CARY NC
I "p � , ­ - G- - - A I - 11. � � " I ! I
��', ­� ? r-x-- X �. I - !" -,,, .? �, tP-421,64-741-4 e . ; '� - - - , / �,,, ­-,4,� \", � : -W - , - � I �- . �
- I -, ­:�� ­ ,
� ­. I v, �j 6 � , I CA , T , I , , � ��
1. - - ­ I � JN=417. , , � , I, �'' / ---- PED -11 I � I - , - ,� .1, / I� I * I
", ,;,,, L- 'I , Rylw""�� , ­��, � - ­j'-'��- , � - ­­ -.-- �: .: I 9 q>, r , , , � � , -91�r ' � , . - ­ ­­ !
- '4-*=t't7­ i. �� � - . �( I CARY NC I "
I � -- - V.(ILL �-, ", � lj� I � � I ��'� %J / , [---4 11, DRIVEWAY PER ' PIN 977Z-35-4,809 " , I ­ I �, :. 11 W. T-iv v'"2-3,5­683'�
� � I .- -­'. -'�-� 'r 1_ I REPAIR GRAVEL I
, ­V-1, , - ,�`111- ­ - 0 i " I I �1,1 � I ---- - - -1- �/ � , \ - " I , -DB 04,310' 1 � I
>-�—­?`-- 1­1L - , 4-rl I �\�e � �
,
�
.1 -�7-4--`A:-- 1 41 � , I --� - / Ik ,,� , 4�1 I ,-- I WATER / / 0
-
tl -,-� - - - I T� ::� r-= ­4 14 �, -1 . MOSF jw,-`��` 1 I , I --- , I ... ,- � - \ --- - , �, -,, � " I ��,��- ­�', 11 I - I SPECIFICATIONS -- -- I I I'-*. ; I �, A
,­ : � � , I . ���L � - � 1,- I �-,­,- , " PC; 0510 � L� ; I ( PC 1344
qx �: r � —I- - - sv,� -- -- -uexo --- 11 ; " --­ 'r,­ �Id­`, 1 �zj - I - - , ,I,,� -- NV � PROVIDE 45 � �,,� -.,L �� � - i- " � SERVICE (TYP.) 1 210M. DRIVEWAY-PM "
5 ! " , , � � . �­� - - 1,�u, � / � 1� C, ,--- �- I/ ,\ I � I 7-;"-�z 41v� A � 0 -4 --�� -i� - , "I I � i, �
- -I_ ; � r - , -, 1" � - I ECIFICATIONS � I ! ,
r - * I L ,;Im - . 's -��
-, -"I"- ­­ - ------ ­ - ; I ", - ----- \ Ii r 1, . , " �\ L I 4\214 STRAINED 9ENj) / - " -� - -A I 4AV
r - 11 -1 " � -, .- -­ I / , --- It- I �­ 11 I I . I � - - � --- I I I I . I ---- - If— A � , ,,`�y I Pj_= . � ", , -,� I I 1 � + �
� ­ r-'---- I �e -,� �. I' I�- � , % � - - �:-_� - , I � �
� ­--- --- �­ — �,,r,-­­�­ .,,;;;;­­- - ­ . - I
,:1�­,,­.,­40-'r --.'-.-­.­-- ­ - -- I I ­/ I I I " �, "-. I � � I ,
----@ - -161-1--l-, " - I- - I . �A, �:, I,- I p � �<-- -11, I �­ I �� , SEC11ON 21 000. ,-", v L
� - W--- - t, <� ­ 't I I /I/ � �W-
--,..I- - — - 6a -,,
= 1 C� 0 WLE- Y ROAD 7- - - -f --­ - '--- , 11 - I , 677�- ,F-t I � �':- -7p .-,., - " -1 I � ­[ �
' ­ I TOP=421.3C '.,�" � - L I, I (D ­ , �, ___ � TOTAL-5.3 TONS A,
"
- - , 0 � I 1. .1 / -1 . - - _ , �' -'- ---
.r p . - ; � , I" I i V , , Q ------j-tq0­ \ � --4 -, ,,,� -- ­ K I -- j �! 1 , r ­�� WARMI mmomem
�, I 1% 1\ . -
_�LL � "Or) ---.;---- ---------\— �- � , � , I � �`IELL� , I -----I:- `­, I -- --- ­_ I ­-­ i " ,,� _ � _ _I__ _ _ _ _ _ _ � I
---- - ­­" �-- I - - -­ �- I'- I - ­1 �%I, I ��, , � � j/ LL 11 / r/ r" -�:--­ ------­��- :---� —�-�- -- I �,,,, I , I �
­7 ........ - �, , � ,� - I I ,� I , � " " ,z""i LO-1, ­ .1 - ­­ ------- ­-, . � , 'r �
. I .. - �� - / � I . \ I i -r",, I , ­ -­- " ( ­­�_ ­- 'r I ! I I I , - I ! I
I I ­- lmvlr`(Q�4c, I 01.1­011.mp - - - - % � , ,, � I ik.z­e­�, D AR CPR J � ­- I ,� r , - - rrrr ��� I 1,1 I i ;
­ � r I ­­ -'r ­ 1�� --- - - � -- - 1A I ,,�, , PROVIDE STAN fZ"� " -_ , I � �/ I � :
­�­11 - i ,- �,- , - -tp F) . � � ­ � r
_;�= - .__ r , ; � -1 � --- -��, � , .��', I
_�'L C,h __,__ ", & _ _­ --f­ "�'�- - ­�7­7,�--�,
FN7-7 .. ­ � '11, I 11 � -r L _ v :*";;1 ­,
�J/,e� fz'z��'-
,v / Any
-�­C`, I � ­­ � - lo
C 1 - - AV �j � � \ � -,, 2' BLOWOFF ASSEMMRLY -1 � > ­Q�117 - ­­-- ­­-zz ,, ., I i �, !� , f��J� z uj
.� 1,� t)� �� =' r-Ai �­ , - - - � -- I ;z� �
'0 ­­ � � � ­� ]�: I - t
� � F- I .. - / �m - - I— - --,----::!:, --� I �. I I - `
I , r t 11 1� �!,, (SEE DETAIL 06000.11 �' I ­�� .
I !, - , - . , � T 11 - I � 11 rr ' '� " .� 12�1---, I ­ ­­­­ - ,z .� :� �,j��k-�I�
� .� 1- — /T ��
- 1 = =�- =.sl -�- -� - - 1�,i 'k� --[.-,-r \"i Ii, r \� 4 ­ - - ,t6�q cc, J -j
- i -- -- 1� � �1� � - i I I :��
i. L, I-\ -=�,�,, . N
- r, 11
1. 1, � , � 'r , , 11 3­- ­�-�- - - ­ -- ­­ --r i I 1. ,I E: .., u-
L��,,,,-%-' 1'�, I I . 1 7- � � Izu �
I i" I � � I —PROVIDE 22. � - I � r 11 11 la, -- � ­ EXISTINC­ -o Q � I �
- ... (,,.),r I 't \, ��. ' ­ I IN E ­1 i ­� - �- I (n
V 2�'i � � ` -- PIP t� , �� '\� ' - - . �1, �% , r IT. I SHEETI OF 2) -, -o" �' '6 CIRC11-6 ­'. I 0
- 1, ;., v) r, A , ,�' � -
..'�'r d ­ i� � � � \ , , - ", t �tt %% I ,� \ I ­\ � EL -77-7--:------- ,4
��� i [A '­CI..c:-1,Nou,,T­ . v,I, �� 11 - GRAVEL AND r' ,
,'-/ o � ,� . I 5-i I �,�� I 1 2 8-" r - -�, , RIP RAP FILTER DRIVEWAY P R ! �� ) ') -i� � - 7&I ­ 14� ­,".1, ,,�,V,7,41,5.2a, ­ r ­ I I � ,, , �
. 1, - ­-, -- -�, ­­ / �'k­­ ... ­­ ­ ..� - " - � V I \ '�
; i " r CATIONS � ... -- , -,. - ­­ I
� � . �I�L, � 'I,' 21000. ­c, ­77-.t � 4k4r,65 . 11-11. --- � ,�<,,,Z �� � I "
�," - 1�,� SILT FENCE ,, SPECIFICATIONS � 11 DETAIL 04006.04 1 SE-ClION ,�, I / ­ I I'll, ­ � -- - 1 ------ - -:- � : I I , ) , \ ,
r
1z" I � . 'o I,I, - � '� �, r\- �� I I I I � I TOTAL-8 �5 TONS I � I ,- .-- - , �- , ­,415.47 � - � I- -;--- -7, , SF � � � ( ! �.� � t, uj
, " ::'ROVIDE FIRE , � V . - 4 I %
�j (TypICX�) i SECTION 21 000. I PROVIDE 2Z 5' i ,,�m ,�� '�""'�t, N- 721 --- —
'�- r V11 � '�'A I I ,� - I I I T, I ,,, I T"-,w '. ,� 5 I 1�
r I -��, , � � . '��,-\ /,� j / TPN I �:
, � � DRIVE I L , � -420,30 "' BERM BASIN PER ---. ­ � , -- - -� , - - i , - 'A",
­
,
. ,-� � REPAIR CONCRE I I RESTRAINED I 10% '�-,, F�-,r�',',.7. 11�k �, 2 :,I - ­�_ m, ---- It 11 � , -- �
, , �;i ��- - --�__g I 0
�
-1 WAY PER " �', �,�� 1, _ 0A"j. r/ �
, "
` k , � ,r� "�� " _ FNI -/ , . I , z
1-7* -�---, - %, BIEND " It \,;I, � \\ � , � - - , ---� - --
I(TYNCAQ 6, '� . I I 1. � \ _ � - 7 � -
I , � -�- ,
I � �­ I ��, , x
f�o ROAM � \ �,_ --��,� . �, CL
r , ,
�
­
� I I _ . � '�,�- � ;i -- - ­� -1 -zw I -� I ­ � ­.­� I L . � -
-
�1`1 � HYDRANT P 1 ,, -�/ I � I'll - t I I �� \ �
11 I `i� t I 11 - / ��,"� * 11 I "I -1 P ... PRJVATE '-----., -- � 1-�., , � j, I
�
r j . 0 A � "" t� ,,, � "�,- -- , `/,�,�­, ) I .�o � I -- A I r � � %)
'%144- I � : TOTAL-1 5. �IYL, � " BLY 8' DI RESTRAINED� \\ �� � ka , . ��, - ', , ­� � I i I 14�­IWL ---_ - 7 1 06
. ii , , I I\- -,7,;�­�-,, yv-!... ­ 61 I
I . I E i" � -, �
PAIR C, I " 'I �'L u U1299 / 2��, - - 11 �v i�
�: � I � , �; �.-5-, -- LLJ z
� WATER ONE - 'de - , � ---­� TV � ox -��,-- - ----�-­ I x
. BEND � N: 725812. -�,- I
� k , I "I I I \ , , 3 G , �
I , / I ­ �
I
- -
I I 'NEL 1, ­­ ,i I , I - i ;
�, , i SHALL � " 1, I 1, - GROUND=415.82 114 �-,"�', �r, "�� I � � - *- ----- - --- 1. <-, " 2 I i ; � I
SPECIFICATI , Le I BASEM ENT= 41 1 �92 REPAIR GRAVEL . 'L"L `� - ojf �11 '0ROViDlE eX87'x6 / / I �
"""
14R r'�� , I % I t�r � �� 1, I ;` 7� i :7 - - 11� v I �
- - . I I " 1, ­11�1 -4,,j�,F WELL' � �� - �vl � i
�� � DkV�Y` , I I I 1, PROVIDE 30"O, , I 1, -\"�/ - ---- ­­ --/ I 11-1 � 7 Aq I I � I � I I ,,r I
�� . RE, ON I I ( ICAL) � �,,�� 1111 - -/ --- � I / � �" * 1��', r � 13 ( 1\ �
�
.-� / - -, FFE=421.33 ­ -
� N:72625138 AS NECESSARY. POWER POLE RESTRAINED I,,�,, " I I I �� - � <
SECM, S ,,% r " �,� I, W
� W 4 . , 'It. 4 , �k-le, , � , � , , 11 4
1 - BE SUPPORTED. CONTRACTOR IS A ,�,� 1'� I I . 0 -, -­ I " � "',
11 21 1 E. 207352D.86 BEND I DRIVEWAY PER I If ­­�- , � ­.
I I Ii , / I , Al -j
,r��,�� 00
r
,
�
. � , " � " -, I " RESTRAINED W
� I � k"', , �, I , ,/---,--/-, L" . - 61 X GRA EL �' TEE,
TOTAL-20 I RESPONSIBLE FOR COORDINATING ALL -, � /11 SPECIFICA71ONS PROVIDE L - V lk, �? I - - - - POV.
11 I sio- 1; � . " , a , � / - -1-1- /I - - 113M uo Am" -- - i 4,j � 8 . VALVE,
� I �% -,- I SECTION 21000. FIRE HYDRAN - - ­ . - - ­ I -- \ , v1- ­/ -w--_ --- � ­�- - Q-
t REP R GR\AVEL` , \ -- � " ,
� I It , I WORK AND SCHEDULING. DUKE I A �, r - 11 ANTI � "t - . I[ 1-1;� C C, - V I 4 I- -� �*, � ,��
i � I - '--'-"--�2,' / TOTAL-11.2 TONS ASSEMBLY I r, ,,�^�j\-,- r �- -11 � VE
� � ENERGY PROGRESS' COST SHALL BE 0 , - IN �60 "I, ­., VAL I uj
i , I -- - i % > I 1� ,r -Z ON - +—/- - �— Lij
� , " ­­­­-- FICATIN 'L ,
DRIVEWAY P ' / , "� �� ` : ,�
I'll " � ­-­--�, / I SPECI PROVID *:,� 4� / ��," 3:
1 PAID BY ALLOWANCE ITEM IN BID. I, I'll I,,T 1^ (TYPICAL) , �1'la �
j . 11F I ­­­­ � I -- � - , - I
" 1, \ -' ­ I �
11 III, I II , k - ,�\-f� p Y�-�-- ,,�,
, -1 , -- -j
,
t . � , , .E ""I, -1, \ SECTION 21000. -, -1 I r ,- ­­ � �� �, ��. ,e
JUDITH ." MCCONNELL, KIM LOUTS . I -­1 "I 1, 1 6" DIP "I I "� WE t
- CONTR Y ­ '-�---� ----- - TOTAL-4.4 TONS REPAR.,GRA'(11 . I WATER LINE ', I t"-r � i ii� I I "�', � i t � (/) 0
1 1 1 ACTOR'S COST SHALL BE PROVIDE STEEL , " MCCONNELL, / ------ - ' I NIF I " 1� I I el ,� � x 1� 1� � � �
. -N-,\­-'1�-­7-­�--­1 I t ENCASEMENT PIPE B , 6821 RL , ­ - I - - - --- , " ­� ;
I --,­�­,--\ , , , INCIDENTAL ''I FEE= CIRCLE ­­ 1, -,--- - FIR DE I " � DRIVEWAY PER I �� I I � j KLI'AIR CONCREW , 11 4�/ rr 2. �� 11 � 1, 6 ) 0�
I I CA-RY Arc �- ---.-
� I � I ------------- " , . j, DRIVEWAY PER/ , ­111 I 1, 0
,
� \ BORE & JACK METHOP, I � ---- , I D
1, 11
� / , " \ WILLTAIMS, JOEL LAWSON 11 I 1, � "I 1, /
N, , I SPECIFICATIONS �, 1 �
1,, "I UNDER ROADWAY. NO ',,`,, , I PIN 077;e-25-8775 CHE M � , 0 'SPECIFACATIONS 49, ,411RESIRAINED t I - � / ,
FFE=41-.--- It � 11 \ 6813 REBECC.4 CIRCLE - �, SECTION 21 15 "I e� �, I " / / r Z ^00
' I I ­. . IT � 'I ��
�,, '� CARY NC I \AE '­­ 1, I I ()
I
-? ,I // , ",I 1, I 1, =4.6 TONS - ' . � "I I � , � � , Lj-
GROUNEI=414.12 PAVEMENT CUT , , A LIP 14400 / NIF A E E 1\ 11000. - �,
CARD, RACHEL S 1, .. � 2 1 ..j. ! .1 I "I ,,
3 J) I ,ALLOWED. I I I I IP,; 08-41 1 1, . ,- . ,,�- 1� � III 0 1 �
14 , ",'I .. T-u/ �­, ,P. - -I, 0
\,I " TEMPORARY 11, , " I I ( CAL 1, I 11 zi I , TOTAL-16.5 SY z , '�' � il I i � '- , , ,,r' I, I ", <
�, �, I I I I / I 68Y7 REBECCA CIA'CLE SEE DETAIL I REPAIR GRAVEL �:��- ' I Sr"ON 2TOD0. 1. ­ �� � I �", uj <
I I � � - 7':�­"­,,�-�� , � LL I r�, :, kR �
I I I / , , , �
ORARY ,I 11 I / T r'�
� TYPE III 11 / CARY JVC ' 1'� DB 0,8737 1 -� ", " �, , � � 11 / ,
-
I N I I / , I" " . I I ' �, I FFE-4:15.99 ' ' ,� - DRIVEWAY PER .17_,� I , I ',�- � I , I x"', �'. �/ ", /I 11
.,,,�,-�,\�, -,,-�­,,�­\--­�---­ , BARRICADE 'I, I . 11 I �, PC 2257 56 ,L 1, f I I .., I W- �- 0
1 V� "I / I �"­\ �r--., 600 �, ,,, SPECAFICATIONS I I .� �� , � -, " "I / /
I " I,, � . " I I'- k,-, ,,, rr /1 �, � �� rr tm � " & I"
I , , , I I I I !I I I - �, , , 1� * li a ,I / � *
, , - � " 1, f 1, - --, ­, I I � A I, � W e 0
- " ,'I, ''� 04000.06 / ,�/ -411, , I
L, GROUND
, �,
13INT 0772-35-0 / ,
,
I I 1, -� , ,V/,/.F' I 1 1 � ; I - I—' - / , -4., SECTION 21001). ­ -�, I)X11- , ! I �f "I I "I I9 R -
"I ) ,-�� " �., ,�,\,\\ ///,- / PC 0772 1 � \ I, [ rr ' ' 'a W
N/F 1, , I, I. I � .­ - ----------- / -­--�� ­'.4�-,- - TOTAL-5.4 TONS r I , J 2 ftmft `4
, - COWLEY ROAD I ­_1 2701 COWLEY ROAD 4, 11 r � !��-�- � I - 1, ,�, - - � .1 f � �, -2,ke, I I 1 � ; � G - -
� %� t / I ,
I --1 --­�2705 - '' r I I I i i 5 I � I � 00
, �, I / �:2 1 ,, STEDMAN, DELORES W I I �, 1 F 4 I :>
,
-- ,r-- CAR Y PIC CARY NC It" / \:,�', � , ,---�� 1, 6809 IMBECCA mcu- - . " - 0 �, � ; I ; (
- I I I �
- I ------------------------- 11, ''I : 11 11 � j I 11 11 N I " I � PIN
­­ -3,6--6129 - , 4 / 4 1 1 ; I & - � . � � ' � S . I I
--- PIN 0772 PIN 0772 " , " I � , � - , CARY NC " d - ­ v f 5 ��) I 0�
PLAN -36-632? 11 , I I I PHILLIPS, BIUAN . 1,77- - IIIF--,� r 2, . 11%1!� I �
----, -1 �,- , AIA E I Im-0, I, `1\ ----t , i I I ; . � , . .. � 11 I / 1, \ , , �. ­- - " \, I I - :* �, � / ` �' � W
I SUTTON, DONAFIE H I A7DD, ROBY & LOLA I JR " " - , " � ---------------
- - . k - '.. I ,� IVIF I <
-] , , -- ---- � A , �::��;�,;�:_-- I I -� / "., \ 1 3:
1 DB 06-E- - %, -- "I _j r ,,PIN 0772-35-2616 .- -� 6805 REBECC4 CIRCLE " -, I- �-- .11 '*- I
PC 251 0 1 70P= , I . ­ I ,,� � , - --, I I" ­1 - . / I + " I�W-­, - ! I I
� I SCALE 1"= 40' )i 411,1 1 W: I � �' * , ? I I I DB 09177 .� CARY, NC " � I , it I '-­,,J),�-- -� U)
I IN1401,11-407,55 -k"o i � fj .-% 11 I I � P . ;� . �,r�,� 1, ", / �­L " " ,,-, - .
" I
I .- I - -1 1, I � � - 5 . I iI-
o7 11 . . /--,� -11,N\ I , , , 71 � / ,
INVJN�-407 85 . ,, � 1-� 1, , � -A 11 �,RA'IIIIEL / 0
1. ­\ L -.. 11��- : - " A 1�1-- I -, PC 0685 ... , , I
, �i'1141. I ,,
4 �, \
�e � ,� ii r I I - . i�- --- � PIN 07?2-35-3616 1 " ,�, I 1 � , I,� i 4i � / I / z
� ,5 �'r j o I 11 I � I
�� " Iviv t�' I'-- I - - f% 4 1"', - " I", I'll �
� I ­ -­ I ­1 I 1'� � 1111111 11 11 1111 I 1111miIII11111111ill WOMMEM-Ir - - - ----- -­ ,�'r I -� � ly � � I - 111v---,­, , - ' r _ � I'll / I DB 11141 'I', 1, I � i \ 1. t ',-., % � I - I- 11 11 - I- I- T-
I I - � � I , "
i - I -- I ,
---,---,��-�-'�---'-'--'r'�'--------�-.� ------ -13 I— -��.,---�.�,-�----�-�-,-.�-,�.�-�-.i�-��----�-�--�- - ­- f� � / / I �­f - - , I \, - �,�' I I. -"------
-­-----­- , r ­ --- ­­-1------- --­1 � . k �­� 1, I ,r . --- -- - - I , i� , - ­11� -,-- I - - , "-- .1 -- , I - -- I i ,�: 1 � -- (D
i 430 1 1 1 1 1 � I � / /'I r- I �zl- / I �\ I / " - PC 1394 , � 1�, . I / I It �, , <
� 7MIM 1-1 , � � , "I --- /11 -till-
­ ...... ­­ I i I ! � 1 430 ­ 1�­,� 7�'. , �' --X----.- , I , 1'� f-,P,�, , v Z I - " - �,,�, , - -­ i "['901� . I---
F­­­ -.---,-,,-",,-..--,-"-------�-,-.----"- ­ � v0i, 1��; . � - . " -
,7 - ---, A I
I . . I _ ­ ' -1 I A ,)4'1'-11,� , , - 4, L - -- - I 1, - ­­ r��j I ; I / I L - I . . -
I � -,­, � ; � . r I - -- 1, \ I ­­­.— -!�� � 11 --;��,
. �, � -------- , I I -
I r -, '.) � . I . ­­ ­­ ­-�, -: r ' ' %-,t- ,::�� ,7 ,,, --­-­­----------- I I I : 2 I , / 1 7, . ,; . I � I/
. I � n _ I, , ,I,, %��, 11 I/ /Ir �t v\ "(- - " I`111F 1� �. I 11
I ! ! i I -- - . . � �.A � � , . - ,,�-,, uj
I I I /j\j,k4 � r , J"�, 7-1 I, -�, I �� .�, o � -y �, , , r,, ,,, -­ 11 " � i � ; �, 11 i q /
i i -�� � ,r , � ­- - - �Zq , I - �, r . � � -� � I � 1, � �i i I I I <
I I I I I r i , '' , .. � / � - - I ORALLORAN, GLENDA BUSBEE . ­,� � ! . ,,, � r /
i , 111� 680�r­RERF A C1,R,I - ", , I
I 1 , i-tY ,,�r",� , ,� ­11�. I
� � �- *'I - - � . 11'-,:Z� / - ­ -- � � - � I
1 1 1 � ­�rA:F, - 1 71-4 AIA , -------- I . 0
1 ­_ � . I - I I . % � A, lz� , e7- ,CC I m 0
�� V 11 �', . I , � / . � v
I r r r I ­ ­­ I 1, ­ - ­ 14-K 've, '�.� Q 't , - 0 5 J'x ,,,q%,v , - I I \ , �. I r
� ; I - . , i I � � I I/ �,� 7. , 'T, ., -- � �­"", �'Ij� , ! �
� I I I z L , � � � � ­ ... I ., , I '. � 0 'r 1� � i" I .1 I 1. ,r /
i - ­­ ;, .. - I - - ,� � � X -� �X.v ", CAR Y, NC Of
? 1 I 0 � -� �4 � ,- , , , I . � ; 11
� m - �) 1, . � � - � " � v"', I ,� , 0 �, , , 1� I � � : I � �11 ,/I � !,
k *V( ,;,� , - z
t I v I I I - 1. I 'I, � �
� � " � �'. - - I � x �, 1, -35-4622 �,�,�', , i : , I � �
,
I i � "Ill, "�'7�0 ��, , L ,/.",�,"', W/IiN - �9 - ­ I f I "", � , : r r I " I :­ . I I
� I i q >. PLAN � �A"`-- - 4� --p. - � , w,'116 �1� . t . 11
,
, � , , � � -
- .
� I ,� nf� I�A 11"N If ',�L, -I, D13 - ' " I �
� I I I � , .T' ­ r, - I'. PIN 0772 � ­01-1 , >
� - , ­ ­ , " - , , �-- -�� 't :
i ix > SCALE 1"= 40' -� - , � J �"`§ - ,�If - - �"
i PROVIDE 5 CUBIC YARDS �, . - �." � , , 4� ._ _ - L �� � �T a x � 1� r 146-38 s r. ' I ' . ,r �
I ­ . I—. I I :z Ed 8 j v -- I , ) � , ,� ,- - -. . �, I `s, r ! , -j
rr " � r� I , �;-t.�� � ; - ,, - / uj
r
BETWEEN WATER mrury I \ I � I ­ -�'- "�,,� �, �, .1 ­ 11, - � " r, ­1,\1 I ,­�­�, i I �,­'. � ­ , i ­ ,I 11 I I -1 � �.
I ,�:�F) - - I
, '\'% 4,� �"' 'L "'L � ,7,", ... ­,,
/I 0 ... �,,'""' ,A A �'�- -
� , - - , -,-- - 1* " PC 2119
� ,I : OF FLOWA13LE FILL :5 � I I > I __ I �Ix, I � % r� 11 �e
2 R < I.- - - I I - " , Ip ­� "), .1
I � I i - � ') - I I I r, -:1,-p " � 4 r t 403i!0O . /
I -EXISTING G " I I— I tl� , ,� 0 ­ ­ "s ,4 �,!.�fl-,-,� ,t--------- 1"�­ I '. "' .1 ­1­1 �, FT
I : NOTE: I -'i , � '.
: � 6!g > , �� I W.<.r- 1:,Zc�� � -- -- -- I � -­ ­ I � , --1 e v, 4 � ,,, � . , I
ROU14D 1 9 :� `I­ I ro-�! , I � , V1 � -j
,
� rL COW-EV ROAD I � I= � AND EXISTING CULVERT THIS PROJECT'S SURVEY YjAkS COMPLETED BY THE / � ",\ ­-­, - ­­ � ,- ­ --- ­ �' r 5 t o I , --i ­ -4 ! 11 ,� I , I/ I OR z
4 �, 1 I I
�
- --- ---- ­ I I - - ­­­---­-­­­­ I r ! < uj Ig in TOWN OF CARY ENGINEEW,"G DEPARTMENT. I "I f --1 [� ----­--­-­- - ,--- -- , -- ­- 11 I I ­­ T - -�- � �, /- -L I 11 I I I � / � // �r
� i ----­1-j­ ­­--1--r­-------z +­ r - PER SPECIFICATIONS - - -- - ­­ - � X 1p.,,-� ­. - - , RAV - I �:
-------- I : -- ­ � � - 2 00 -- - --- - ` I / - ­­ ­ ­ ­ � - -1, Tr ­ 'T. - )FR*1 . - I 'I't', � I - � IN, 402. I u, , � I <
�
� . , �, 1,
I � � � ALL HORIZONTAL COORDINATES BASED ON NAD83. �., / - � - ­­_ __ __-r ' , � � L -1 , I .I 'i��, � I ��
.I
- , .I
I i ZE lit v) 6 . " � ­ ­­ I � I - , - -1 1, 1*1, I - J -, �, I I /
I SECTION 21 000. 4 � I I I I � ­ r � L \ ---- - -- I_ I � IE� r �, 0
I -EXISTING GROUND I O N \--",, '/ -(­- � , -- I r 1, ­�,,' ., Z ", "
i I - I ALL ELEVATIONS BASED O�'A NAVD88. - �-­ '- ­ r ­ I \-� I 1,r - . I I � �, 4� ---- I W
< I . ,r r, , 4 ­11-1­1 11 , " .
- __ � - - � /
I ! (� PROPOSED WATER LINE! 9 I­ x0a + I I . - 1. - 11, ­­ - --, I � ­ --- r_, -, - ""L � .4F � I � i I
I / I 0 u) 11 Z ON � / ! ­ r, -,._. I I -- � I .,,r r-'-,__,__ 11 -­ - -- I I - 7 I � � I i 18� �j 6. -, ��/ , ,� I 0
1 � 1 - - �- i to - . N, -- - � - - - ��, . --- � - z I Y�) P\� u-
I- � ­- � 0 1 iii-mi I
- -- - I I I ___­�-��Z.-:-- -.-r I ­ -r. � - � - - -- - 7: - � ��­­­ r ­­ - r ­I­ . ­­ ­ r - -'.-. r r . 1 - ,44!T!!411� �.. - ­­­ � -T -- ­­[ ­1-1-1' -­­ "I 11 r "Ill -111 ­- -- -­­ - � - - F., , , - -I.-F ----------------- [­- ­­ _ � ­-[­.-------- ­­---­-J� --­­­­­_ ---'-.1��-.�r�-�-'--------�IL-'- 1k111!I1­­---
i - - � —,71 X IL � ----,I I I I
: - a � 1�1 I m I � ;
-- . I I
� �;-,�,­T F- I � r ; I
i� - - - -- -� � to I 1�1 � I ;
/ - - i,- — � F � � �<- * : Is, : L I I r I Ili 11 I 11 11 I NLIomkimmumomm�
� I
r
­�- - 3 il i : - \- - i r � i i I I NOTIE- 114 � ,, 11 �� a a
I � I I ---- . �, : I ;
I --- 4' MIMMUM COVER i L":: --- -- : 1`1 I PROFILE ! f
420 !-- � i -11 1 420 � 1, 1 1 1 I
, I
. � C ' I 1-1 I I --­­­--­­-­ ­ ­10,
­­— ­­­-­ -----FROM PROJECTED ROAD SURFA E— ----­--­- -4--- --- ­ -----. ­­ I ---­-----------r .1 ­-­­­ ­­­ -11, -.--- -­ - ------- � ... -- - ---- -­ � - ­ _-_I - - ­-­­ ­­- �,­- -------- SCALE: 1"= 40' HORIZ. ---------- -I,----- I ---i 1 . ALL DEPTHS SHOWN FOR EXISTING PERMANENT UTILITY LINES --- k % 0 A ly 0,1,
- i ; I L­ - - � I -- - -------I. ----- f i
i - - OR E)OSTING GRADE, � I I - - - ----f - � i , \ ­1 - - - -- -- ---- - ---- I -\ - I pz I -
i " ,�! � i - ! \ � I I ARE APPRO)WAV-
- � L i 1'*= 4' VERT. I ,FA,
: -- ! ; I ; I \ � I I 1 `4-
� i 117
� I �
�, VMICHEVEER IS GREATER I I ; i �, N, i I I I -1
� -- i I : I .
� -- I � � I � i � � 2- PIPE JOINT DEFLECTION MUST NOT EXCEED PIPE
,- I i 4 t . � � \ I'll i I I :
� , 4- . � 5 i � i I I 11 � I r I ; � �
-11 I-- I � . ­ I r r L ! � : � � " � [ I
I� --------­ -- ­­­— - . ­� - - --- --- - ---- � ... ­­­-­-­-­..rr­ ­ I - ­ r - � - ­ - -, _ - I ­­ --- --- ­
I ---­--­­­-­ -------- - ­ ­­ ­ ------ -- '' I i ; :
- : I - , � r MANUFACTURER'S MAX1,MUM RECOMMENDED DEFLECTION. .1-1 4m C- z
i � � \ �
i , A r i V r � i r . z
� I .
--7 j I . I L I I r : \ I i r - I � i I 11
- 1�1 � * :::[� i ; i \ I I I � � � i SEAL
.
- - I . � - ­1 : - I i - -­ ,4E L � ---- - I .­r ­­­­­­�,­ I ..­­..­­-- : ­­ ­­ I
i Aix i , \ ----t -- --- , r- --- — - ­----j-----------­-­r- �
i � I I
- - -I- i t .;.� i I r . I � i I � I r � ; i i I > mm 1<
- I : L ,� I i I I f ; I
i i : 'IV in i , ,� � \ i t
I,- � � I :
i : L vVP 1!!�� � � � I I I : � � I 1 51, Im
� : I ; ! r -- "I, I : ! � I I ! .;�-
>j r � i 11
� i � I ; _ � 1, � I I i i b- -p
I,-,' i ! r q a ; � - PROVIDE 3 CUBIC I DS i � I � I
. ' I t. L � I- ....... � ­­ ,-I f-­­-­-- -­t-­­. -­­­­ j­ ........ . v
I r . � I I I - '� r - - I � - &D, -� a ­ r- ­111 _ . _ __ - 1­ . -1 I r ,i 1-11...- , , - - �� - r I I I . 1-1- - __ -] ­­­ ... ­­­ - r ­ 1­ ­­ ­­­ ... ­­ �'­­ - L -­ .... 11" ­­ � r. ,- -­ b11.1 Irl. I � ­­ I ­ - r -- I— - - 11 11 - 11 ---- 1­ - - " r" * I .11, - ­ - I ­L � ­­­­ - 'A--'.' 11-r ­ --- ---- ­ + ------------ � - r- -­- F
: � � - I
1� � " ! awl , EXISTING I m --- OF FLOWABLE F1111 I I I f 0�, 0 0
� i I � I i
: � 4 i 1 6- 11 : �11 EXIS�NG GROUND I . I I L
0 . - 11 \, i � I � 4
. < i � � 4 I i - � BETWEEN WATER M N j i � I i .
'g�r�- � � � ; m 15" RCP I 1�� � i i I
� -
.I- q � I . � I I 10. - w
. � . z-, A I I AND EXISTING CULVERT I I �I I I ,
I I tn:z + I c ! I a
i � ! i � ,r : !
--- �� � "IS I 11 I r ---, I � i 111111111"
0 � I I I I I I
: a 420 � \ -,- 1 420
! i L - � 111. I -1.1 -1 ­-- � ­­ I I � jo�:=, i- . z 11 I .11-.­­­­­­.­ ,< ­1'7'� ­ ­­­­---- ­­—­­ ­­ -­-1 ------4­---- � - I .
­
-�� � � � 5 � ­­­,­ -- - �--- -1 ------- I-.--- / . I --�---­­­­ ------- ---4--: ,�
--­1 -- - � ­-�--­­­­ ------ ­­. . .... .,,,,.,,,.KR SPECIFICATIONS --------�F­--- r-AlIzIING GROUND � ---. � 1
- I I I - i� :
� . : � I - - 1 U�.R + I I I - - PROPOSED WATER UNE � 11 �
r I I x < ! I-, I I I
: 11 I I -N-----, ­--t- . ...... SECTION 21 000. 1 �
�
: I I � 1\ - c ,� �
L i 4C 1 1 13 p � CC44 F5 �� � 1, � I
I a I � ; � I 4 . i
I : 00—: . I i . I 2 11 � a 2
! \- I- ! z i , i
I I - �' MIN. I I I - � I I � � � � � �
I I-- � I (A < . 1 8 1 1 I- I I :
i I I j I �: I I
, . st 43 f--m , . i I I --- I � I 1, ! a
­­­­ . - i ­-4- - - � � r -, --­----j -, - , ­­­ [ L I I �, � ­ ­­- ­­111-1- ­­ ­­­ --­------ �, Signatuie
--j --- ­---­­----­- ­­-­ ---- - -I ----r 1­1­-----r 00 W (n i - I : --- ------- - I - I I � I
- ...[ I ­ I- - - �t , 1 - -­­ r. - ­­.� - --- ­­ , 1j­­r-'r �-­ - ".
---- -- --- . � ------ i I I I ­ ­ - . \ � - - ­­­­1.­... - - ---11r­---­ ­ - ­ - . ­­­ I— � � I - I �, - . ­ ­ ­ � --- ­ � . � r . - � ­­' ­- ­.. - �-- -1-- .
I �i - �- --- -- ­1 � I _ �/ - -- � ­ r, _____,__________ , I --.--- ­1 ;� I �
; i t i ­ _ -
� . W. * ; I I ­ - � _­ 1,':Ill k I m I ! 1�� --- - /_ _ -� � I I � . a 1 2
1 _�
� i I r � - _ _ � .
I ­ I I I / ­i - - - r I . r
� ­­ ­ � f _ I I -----------, 4 1
� I r it i � � � '_1 ! _ _ I " I
E � i I -­­ � - : a : f- — — ­', � � � i I i Revisions
I . i I i I -1� , 11, � Z j
i P - : I __ ­�­ - - RESTRAINED I i w<� r '\ - � - � � --- I t
I 7 -11"­ -30 - - - � I ;
; - o 8m B D : 1 -� T � .- 1: I
I
; : �­ I, __ I r I , I � I ;
; _ � � a - - - , - 4 . �
j —W p - ­ ----r-F - ---- ----­­­­ --- - ­ ­­ � I ­ ­-­ ------ ­­m --- ­ -- - -­­­------­­­--­ --- uj ­ I I 1­1 ------- � -- ­ -- - - - L,,, ­­ ­- COVER - " -----------f- - -- -- r , � I 11 - �� �- I --it . ,
410 � I � - : i � _ , 1 410 ai .7 -�= - -- -Im- I -K -1
1­1­1 � I ­ I— 1-1.1 STA: 1 2+1 9 ­­ - ----­i-­-­-­ ­­­ - ----- � � I - - - -- �� I I , ,
L ,;;!-----­­-4­­-- ­-­ I I., ­ ­ ­� ­. - - 1, � ­­'­­ 11- I ­1 -- ­ - --------- I—— 1 ---I---,--- -
-­ ­ 1-1 I- - ­--­­- -.'�r-�-��'��'-�--�',�l-.---"-----��---'-t � I I - -- -- -- - ,V ... � ­ _ � - _ _ --------- -------------j­L -' - -­­-­'- '' � 1�,­­111, � ­­-
� I I" ­ - --- i I
­. - . t r , - ,
! I I � MINIMUM p � -- � � 4
! i I 0: � - Ir -,---,-- I : GATE VALVE I I m �* 1 � � r , -- 1 - : I � ;
. � -1 I r r I I L r � i - I � i
I _"rl-' I !- .­ . t � < - I I
I G%; : I , � I I 13 FROM PROJECTED ROAD SURFACE I - I : � I
� I I �11111 ,CARRIER PIPE i STA: 12+22 (O ; I �� , I
� --";, . NOTE. PROVIDE 60-FEET OF I � I i I . � , I \, - I I !� i
� I t i z 1 F5 + � I EXISTING . L � -­- j � I
I TV � W �
!
r �, -- i �
I I � ­­1 'C�,.�,P- I INCLUDED IN 8 INCH ­4 z I L I OR EXISTING MADE, : I I I , r �
� � ­-!�
� I I j r z;l .11� I 16*DIA. STEEL ' � EXISTING
: I - I 0
r � � i I ' ENCASEMENT ­­ ­.. � -I-- - - r - - ---- � - ­ ­­ --- L� ---- � ­­ - ----.----- � - I WHICHEVER IS GREATER­ ____PRIVATE � -11, - I I- --'----I---'.-,--' ­­ -- ;q ­­'­­­­-­-­--- 11--r-
In � �
I ! I . r I , 11 ­"..- - I I ! W � ­­j­­ ­ � � -- . ­-­-­----4 �­L--(AppROX 4 r - .r I - -- � - ­­ - I ­.-­------ ­ - - ­­­ I -
5
; I � , --r� � I PE QUANTITIES i r � -i­ � , I � - I- -- : - � , a
! _-:� ­ I -1 PIPE [--*� � i ------- -4 - - ------ - ­­- , - ------ ­ �
I -�, i I � x L I , � I --." � - i t 0 i
� . i ; � . (n EXISTNG I i I EASTINO ; � -
I I _ o . - , -- -- t 'I �
I ­F ,��­­` I 1 STA:11+56 TO STA:12+16 1 1 � I I - u
�
­ -"- ,� I LOCATION) ; � - - -- H� R 4 i
I - ; � � I - r �. � - ! : I
i - I I i � ; i �, 1!�� + ,
C I -1 - _; i � � : 15" RCP I � .. , ;
I .
. I ­1 ­ 1� .1­ I . I I : I � ix 8 V (on I � � I I PRIVATE I -- � 'k -- ,- ,,, 2 .< 0 :
� - r ) t i I ; � � r I � I i ­4-1­ W 0 - �
I ; � i I r .1
I i ,:�,-�---- , ­­ -­ - ­­ ---- --A ------ r1­1 ­'-­-­--­------ � I L­ i : i - - � U4) Ct � L ­ I 6- ----- ­ - -- ­-L-­ ­­­ --- -I - L . ­­­­­­ ­­­­ .. . ... -.--.....- I ­ - - -- ­­­ � ­­r ­ I WL (APPROX. ­ -- ­­­­ ­.- � , � 4 ­i
- ­ - i� � � - J,--- - -� 1--l-­11 I r - �- --- ­1 ­ - � . ­r­­-----­­ �,���-�-----'--'--r---�---l'�-��.r ... . ­ 1­-,.--­-.- ­­ --- r- ----- i � - -- �u --­ I I - ----LGCA'nON)-- ----- : ---­k­,-
- - � ­- ­­­ ,,�- a #­­ --- ­-­--------
A - � i I � I ! I � �
, - : I : .�
I _ L i � i I I � �� I , I � .,
- I III � ''I I I
f - � I I 1 4 1 . ''I, I I I � 7W cn
i , ­­ I � � � � i . i
­­ f ­ I a—RESTRAiNED JOINT PIPE-126 LF ; � � - � , !I :� , IN
I I", I ­­ : 18" MIN. � � : � t . I — 1
-k � I- go I ! t 1. I � ---� Mon
� - r I � ii.: 1� I I I ! ]I--'- .' 1� : � I �
I ....... to S ING � I � I
- i � ­ i ! I I i� : i . ;
I � -, ­ ; I i � F - ­ I 0Tv , �i
L L 11­1 ,; - ­ I
r ­­ I
- , - ­ , r � i I , . I I I I -­ � '­­­r" 1 I �`X, Proj. No. SW5017
--- "' - � i � STA: 10+96 TO S� i � r- ! I i I il I i I �
r 410 L - — � 410
,
I L.;­--­-- ... ­- ­ I— - ­­ - - I-- � - I - r, 1 ­4� - - ­11- .­­­ 111- 111: --- - '��"�� " - �'.� � :: �.­ 7­7 1­11- 1­­ ­­­ ---- t­­.--T----­1 -- i � NO
�� ..­­­1­... � ­-­­-­­­­- ­­' '- ­­­ --------- -­­­­1'­­ � , 1-­,.­" . ­­ _,jXIa ( -
-�z ­vr : �.. 7,7 " �
t : ­ ... ­­­ L 17- j� : I 93*xgrx6* REMAINED 7EE Design By: JAB
: I i I . ­­­ - � ­­­11 �- I I : I � I
I ­­ - j " I , ;
q --- ---- -i --- I'll — _ R -102 LF ,i`­­-­.­ I I - ­`-'­-­­­­­ � I I � 1 1 � 4, __ _ —
I 1.­---� ­­J­�­­. __---..--,-.I
­ � PROPOSED- I : NOTE: f --- - - - - I I ­­-­ - ­F 'I I I ­­-­­--- --t ----­-1----­1­------­ t -�--Z--�---- i I TV I
I S" DIP ESTRAINED JOINT PIPE -11 I -- - - ­­­ ­­ ...... � .. ..... , , i t i TX-6+04.45 (REBECCA CIRCLE)
I 1. ALL DEPTHS SHOWN FOR EXISTING PERMANENT UTILITY LINES � ...... ""­­ ­­­ ,,'366�`I)� 81� ­­­­­­ I I z1z*i
I SANITARY STA: G+D4 TO STA: 1+06 1 1­­i"­L­­01 LF-­­­ -1-1-2-1 1 i i . I i t Drawn By: TGC
­­­­­'�­= C 1, - ­7­ I i ! I I I . STX-4+85.23 (COWLEY ROAD) —
i : � ­ - ' i I I I I
i
­_ �,��
, , I -
- -- -- - ­ 1­- ­­ -- ­- ...SEWER LINE , ,­ PROFILE I- ARE APPROXIMATE. i � I I : —RESTRAINED -M-4 � �­ I , ­­�7, ,,, — � '­ � � rL ­ 1-11.+i, -1, 1. I - � 111- .11
� ­- I I -- - - - � � � T L � , , I ­ L ­ � I r _- 11 I I 11 � I I � I I L t ' ­ , f
; � � � I I ­� I I '­4,­­'� ... 1­­­­- ' � Date: NO
I -­11111. I 1 ,:
i � SCALE: 1"= 40' HORIZ. 2. PIPE JOINT DEFLECTION MUST NOT EXCEED PIPE � I JOINT PIPE-52 LF I � I - �' 1 L . V.14,2013
L ! I ­­,-1, -­­­ -­­­1­.­­_ I I i
I � . � � I ­ ­­11. ­ � I t � i � I �11 , L.4 It
, W,
I
"
--- I
I
I` I ,
, >mIII,
- I
� ,-�', , , W tr-
'A' 100 -
v �, I- 11, "' " , � P4
1
-" It/, vc��.r'l � -1
I
I I I- ",
� ­1111 , _­ � . ! :
� � - __,___" ale Hor: 1 = 40'
I I ; i STA: 1+38 TO STA:1+90 ............ -­­­-­­­L1 ... ..... ' _ _ ­-­` I—— -1.1', I I I Sc
I � 1 "= 4f VERT. I MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION. I � W I ­­ - ­d � i j.,,.flESTRAINED JOINT PIPIE-11 . i .
400 � ! .111. , � ­­ � 400 � i I � I a: ­ ­ il, I I" i 1 if
I i I ­­11.11,11-1­ 1 406 = 4'
� . I -� - -,...-.A I I � F'""", ,�­­­, � I STA: 4+98 TO 5TA, - I � Scale Ver:
­ I I'll ­­ 11 ------- I—- .1 - At -.1 - � ­ --- --- . —
m m " ! 1 1 1- I =1
cl� r-: CR 17 m co (0 �� �� 16C Y) S 1 1 Cq
� � -
00 0 - 0) 00 6 �� (_: �6 (6 rl� 1:6 4 � I SHEET NO.
. N - N N - - - - - - ; 1
�t IT 4 — . �r I 1* 4 �It lqr IT Iq �r �T 1�t -----] � 'Ir
i --­. ; , IF
OD ,It m ! "o, Iq ) m : - I r­ I
11
. . - ­1 I I-N :1---: — , .1 ,::[-; 1 I
Cj+50 - I Ij i i Oil
on 10+00 10+50 11+00 11+50 12+nn 19+SA 0+00 n+Rn 1 .W)1) 1 ,,.A r) 9+1710 2 +S 0 *A+r)() 'A+r,f) A+On A+Ii A;+00 5 ,n I I s+nn

% ..
MAIN SIZE
END PIPE SIZE
1. FOR MAINS THAT ARE TO BE EXTENDED, USE A VALVE
EQUAL TO THE M1AJN SIZE AS THE BLOW—OFF VALVE
SOIL
� • I "°`°--"
CONCRETE (3000 P.S.I.)
. THRUST COLLAR
NQ
1. VERTICAL SPACING 16" O,C.. ON VERTICAL WALL OILY. LL
4" — 12"
2" BLOW OFF
CIS
fib & GREATER
AS APPROVED BY TOWN ENGINEER
AND THEN REDUCE TO THE 2° STANDPIPE.
y
CONCRETE THRUST a h fig" x TRENCH WALL A
°
c ©LEAK {3{3pQ P,S.I.) i'x .. x s , : {,``—
"' $ zt
:.S x x i;r1 +,R i « e • {:x {.% +.,:. d +,x
,°
f t...
2. STEPS TO PROTRUDE MINIMUM °J" FROM FACE OF STRUCTURE WALL
tlr
n CSJ'RRL'e G: e..e A t 1 r'Yf'" Ka 3d1I.[fCrt" .a.4n 'PA ay.» , »af• .ew
.•r ./ ✓•i',l ,.
..iW&WG.Y1:,,Y3wA y
4•'
.A ._.. d .
.. a` C -- °-- -°°- -- 3. STEPS SHALL MEET THE REQUIREMENTS OF AS 0478 IN ADDITION CAS
AI Ir t10R D.I.P. D.1.P, CORROSION RESISTANT TO A HORIZONTAL PILL —OUT LOAD 01' 1000 LBS. WHEN INSTALLED. '� ����,
P "I.NG 'Y. MAIN MAIN MATERIAL
` 4. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE, "
d s+ N x i..r=a�I x+ e4 � �� r x+ K e r T{•x{
r��_ {,i� ::. 5 f � ls•r g ti .� rxh:�es � n � r {• s t { : { j'{ � ;' 7et; ,
s
1/2" DIAMETER GRADE 60 > ,
(SEE DETAIL 06000.08) ANCHOR STEEL ROD STANDARD VALVE TAMPED BOX INSTALLATION TRENCH WALL 5, NO STEPS LOCATED INSIDE MANHOLE CHIMNEY. SEAL
e
RING
CONCRETE UNDISTURBED SOIL EOi64N 0
PAVEMENT P VIE I VIE1M 2" MIN. .4. 13 V
tj r r rr tt ,r:; ::::j.:r � z r K.j„ ^•�;. n + �` • ... .
SEE NOTES
.pnn " n ...rj, w �F j,,j 1 .T
o 5/8 THREADED RODS (EACH SIDE), :
NO LEAD BRASS OR D.J.P. D.I.P, 1:: ?:: •ut r: r::;r:
HOOK ENDS INTO CONCRETE COLLAR NIPPLE Fa MINIMUM LENGTH "_ w ::tt ; 1•:r;;,.f ' r THREADER COUPLING 6# CH D ` Signature
( � ti ::FC;:rr 1 K 1 rvt; „:,; ::j ” 'I,a! -ILJ V �� �6�'�
r x FROM FINISHED GRADE
'w'.: • r "7,,:1t:,1tY,". '2:i;:r »'t.t B A.
PiGVISIflI1S
PIP E DIAM ETER ETE R CO N CRE� _
THRUST
COLLAR
R TAMPED BAC.FILL r
ANCHOR RING
DINGS REQUIRED
r
4'
T::t.Tr F
.1,..
nr
.2 •�•F::... TH R
EA 3ED m NO LE AiS
ASS A
B
C
: } =r
r.•M.`
Ef wM�
✓ N
MAI
D J
# —Cr
:.. •::.,...v,•w., .......�,...�:.. �- IRON P
Nr
•
8 V-0.
1
,
DUCTILE
6 12
:. ♦ .. r .. ..•....- ..,Kt.. „ . , .S. r ,••.;, Kr...,•,•w :;•»K.;„ ..:
•a 0,1,' V -4" 1' 0" 2 " VY
20"
. a
_ e
a
., .w.. .. .. r ... . ... ., „ ..,, ,. .• ..,.. .. « ..+.. .. ..• .t ....... A . ..•:: .. ;l. . :.• ONE
.. .. ... .. .. .,+. .. ..... .,. .n ,.+...... w. .. ....
VBi .1 A
,Y, «•t L
r r
«tS
r 2
4 1
`•'ri
f
BLOCKING MINIMUM
- F
�1�
T
1•• t
f
i-
�:t:Y
!tC+ry 1
V.7 i fit. � %'i'7
THRUST t TWO
r
"
r .• r,� .r
S
t•
.t t
• 1 ,F t
r,
t
5,
.1
:: ..... .K •r:rjt d
CONCRETE , «::,.;;:�.,..,,:. «.• ...,. r ;:;....,. r 1 f CU6IC YARDS AT 3(iG(J P.S.I. 4 TWO
= :,..,... :r Ir ;;:tr ` r 1 rtr rH trr 36 °F 1 *-°-4- 1'" " �n REINF ���
8` MINIMUM �— MIECHANICAL JC}INT r rr F TWO Proj+ No. SW5017
TAPPED CAP EQT#t
Design B : JAB
.r.:.:�; ....
2" THREADED, NO LEAD BRASS OR DUCTILE GR0 S S �-,�
IRON PIPE ( 12 INCHES IN LENGTH) UCAPSULATEa STEEL STEP Drawn By. C WIES ♦ use
6' TO 16' MAINS — 12 —NO. 7 BARS Date: NOV 14 2013
20" TO 36" MAINS = 12 —•N©, 8 BARS
,Krf, SCSI$ HQI. NTS
BARS PLACED AS SHOWN
SCS10 Ver. NTS
DEJ'.AIL, No. D[. "PAIL. No. DETAIL No, SHEET NCI.
STANDARD 2" BLOW —OFF ASSEI[I3 [ y 00000.11 STANDARD THRUST COLLAR INSTALLATION 0600 .14 MANHOLE STEPS 0700 }.02
�ICTVE: 12 i TC 1IVL: } ?1 SHUT z FE 10/091 T t Of t FECIT T s

x
SPECIFICATION TIME (MIN:SEC) REQUIRED FOR PRESSURE DROP FROM 3-112 TO 2-1/2 PSIG
MINIMUM WALL
NOMINAL P11PE DIAMETER (INCHES)
THICKNESS
8" — 12"
10
12
14
15
16
27
20
21
24
27
30
36
42
1
25
7:33
9:26
11:20
13:13
14:10
15:11
17:00
18:53
19:48
22:40
25:30
28:19
34:00
39:40
50
7:33
9:26
11:20
13:13
14-10
15:11
17:00
18:63
19:48
22:40
25:30
28:19
34:00
39:40
75
7:33
9:26
11:20
13:13
1 14,10
15.11
1"T00
1 18:63
19:48
22:40
25'30
28-19
34:00
1 52:35
100
7:33
9:26
11:20
13:13
14:10
15:11
17:00
18:63
19:48
22:47
28:51
35:37
51:17
69:48
z
125
7:33
9:26
11:20
13:13
14:10
15:11
1".00
19:47
21:48
28:29
36:03
44:31
64:06
87:15
0
150
7:33
9:26
11:20
13:13
14:10
15:12
1 w:14
23:44
26:10
34:11
4316
53:25
76:55
104:42
LU
cra
175
7:33
9:26
11:20
13:34
15:35
17:44
22 :26
27:42
30:32
39:53
50:28
62:19
89:45
122:10
w 20
7:33
9:26
11:24
15:31
17:48
20:16
25:39
31:39
34:54
45:35
57:42
71:13
102:36
139:36
W
L6
226
7:33
9:26
12:49
17:27
20:02
22:48
28:51
35:37
39:16
51:17
64:54
80:08
11524
157:03
0
250
7:33
9:63
14:15
19:23
22:16
25:20
-,12-03
39:34
43:37
56:58
72:07
89:02
128:12
174:30
0
Uj
Z
275
7:33
10:52
15:40
21:20
24:29
27:52
35:16
43:31
47:59
62:40
79:19
97:56
141:00
191:67
_j
300
7:35
11:52
17:06
23:16
26:43
30:23
38.28
47:29
52:21
68:22
86:32
106:48
153:54
209,26
350
8:52
13:51
19:57
27:09
31:10
35:27
44:52
56:24
61 :05
79:46
101:00
124:42
179:30
244:19
400
10:07
15:50
22:48
35:37
40:31
5'],17
63:19
69:48
91 :
1 10
115:24
142:30
1 205:06
279:1
450
11:23
17:48
25:39
34:54
40:04
45:35
57:42
71:13
78:31
102:36
129:48
16018
230:48
314:07
500
28:30
38:47
44:31
50:39
64,.-.06
79:08
87:15
114:00
144:12
178:06
256:24
349:02
: 12/10/09
FLOW
MARI 17.111 1.3 DMIll I ta
.A •
MANHOLE 4A
*SOLID WALL
. r4.
1',T213.1 11rilroll
FLOW ­40-
12/10/09
(D
C14
E
VA
R
DO NOT BUILD INVERT
OR REMOVE SOLID WALL
BLOCKAGE UNTIL
SYSTEM IS APPROVED
4:
FLOW
*SOLID WALL
A
A
A
DO NOT BUILD INVERT 6" OVER TOP OF PIPE
OR REMOVE SOLID WALL
BLOCKAGE UNTIL FLOW
SYSTEM IS APPROVED]
12' BEDDING
DETAIL No.
07000.16
SHEET 1 OF I I
USE SOLID BRICK/BLOCK & MORTAR
PIPE DIAMETER
MINIMUM WALL
PIPE 512E 'NUMBER
tNCHES)
THICKNESS
8" — 12"
4'
16" OR GREATER
8.
*LOCATED IN FIRST MANHOLE FROM TIE-IN.
SOLID WALL MUST BE BUILT BEFORE LAYING
NEXT RUN OF PIPE,
2'-0" 10'_O"
SHOULDER
2" SUPERPAVE ASPHALT CONCRETE
TYPE SF9.5A PER NCDOT STANDARDS
2% MAX. CROSS SLOPE_,_
COMPACTED SUBGRADE
100% COMPACTION—
DETAIL No.
07000.17
SHEET 1 OF 1
SIDE SLOPES SHALL BE LESS THAN 3:1 TYPICAL
UNLESS OTHERWISE INDICATED ON LAYOUT PLANS.
CUT AND FILL SLOPES SHALL TIE INTO EXISTING
SLOPES TO CREATE AN EVEN TRANSITION.—
2'-0"
6" AGGREGATE BASE COURSE
UNDERLINED WITH GEOTEXTIIE FABRIC
CLEAN BACKFILL
SEED AS SPECIFIED
IrR�'._
1. CROSS SLOPE DIRECTION VARIES, SEE LAYOUT PLANS FOR DIRECTION OF SLOPE,
2. SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL,
3. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION.
4, NO UTILITY SURFACE COVERS/PLATES/,MANHOLES (i.e, WATERLINE VALVE COVERS, ETC.) SHALL BE
LOCATED WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE EDGE OF TRAIL.
5. ALL TRAILS SHALL BE LOCATED MINN,,JM 5 FEET FROM THE BACK OF CURB.
1"
DETAIL No.
09000.01
SHEET 1 OF 1
FOLLOWING CONSTRUCTION, ALL TEMPORARY STREAM c1fiOSSINGS SHALL BE
REMOVED AND THE STREAM BANKS SHALL BE STABILIZEr, 4MH ROCK RIP RAP, MEAN
STONE SIZE AND THE M INIUM UM THICKNESS BELOW THE '.WISHED GRADE FOR EACH
CROSSING ARE SHOWN IN THE TABLE BELOW. ALL RIP RATS Ll.iHALLBE INSTALLED OVER
GEOTEX71LE FILTER FABRIC. I
STREAM CROSSING INFORMAT10N
CROSSING III
PIPE 512E 'NUMBER
tNCHES)
OF
PIPES
MEk1S:,'TONE
$i2$
(INr.-IES)_
MIN. THICKNESS
OF RIP RAP
(INCHES)
Date: NOV 14,2013
S4
2
11.2'.
27
2
N
N/A
Z7
48
1
L2)
27
F N A
N/A
405
NO THE PIPE AT CROSSING
ft£MAkN iN PLACE FOLLOWING PLE7CIN OF PROJECT,
1 13 n 6 111
Qk1ek vaname
bottem I pt=
Side view
ASPIRE
ntitj jum 4 sh,plov pbukwi L-Mo" grotuvi Who
to shnih% arvi gra*. _fto I
4
7 Ek4s'o of
—7 It
k-
FrItHit aiew
FA
This image is a reproduction of Figure 6.73a - Typical Riprap Section, laken from page 6.73.5 of
NCDENR's Erosion and Sediment Control Planning and Design Manual, Rev. 5108.
NOTE: Rip rap to be placed to top of slope.
BEN=
APPROVED SEDIMENT FILTERING DEVICE (SILT
BAG). PROVIDE POSITIVE DRAINAGE FROM /.--STREAM DIVERSION PUMP
SILT BAG TO STREAM.--\ /—DISCHARGE HOSES---\
DISCHARGE ONTO
STABLE RIP RAP
PAD TO PREVENT
SCOUR HOLE
FLOW SEDIMENT
DIKE--,
INTAKE HOSE
DEWATERING PUMP
P
sy,
rw
A
INTAKE CLEAN WATER SUMP—HOLE FOR POOL
------ HOSE DIKE ------ (12" TO 18" DEEP, 2' DIAMETER)
WORK AREA LENGTH NOT TO EXCEED THAT
WHICH CAN BE COMPLETED IN ONE DAY
TEMPORARY PUMP AROUND SEQUENCE
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP-STREAM SANDBAG DAM.
3. INSTALL DOWN-STREAM SANDBAG DAM.
4, THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
1, SANLDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHA.LIL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIP RAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE, THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
DO46!NSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND THE STREAM BANK.
TEMPORARY PUMP AROUND
AS PROVIDED BY NCDENR - LAND QUALITY DIVISION
DETAIL No.
MS-9
SHEET OF
7int
P roj. N o.
SW5017
Design By:
JAB
Drawn By:
TGC
Date: NOV 14,2013
Scale Hor:
Scale Ver:
NITS

L.
T
C
x
s
Cr)
3
r
i
r
N
a
0
LO
a>
E
z°
0
v m
° z
7DC ©Q
r- 0 -n -_-i Co
mz
--I n
�Q > >rn
Q
_r CI) Q
z,�ar�
c�f>
0 H i
Q
z A
M 71
*t
w
•
•
•
- w,
s
s
C
•
•
FX.A
B } —
48,
a°
Z
Q �
H 5 V
Qg63=
c ®H
H
U) CC " Q
z � ©c
u CL
:I o�
INSE 1 FUR 2 LANE ROADWAYS
WITH 2 -WAY TURN LANE Lu
ALL OTHER DEVICES ARE THE SAME AS ABOVE p
NO-WAY
TWFtC
CAPER
GENERAL NOTES FOR FLAGGER OPERATIONS
1- REFER TO STD, 1101.11 SHEET 4 FOR SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING W17i DEVICES ON THE
UPSTREAM SIDE OF TRAFFIC.
3- REMOVE RL ESCILLOSUURESS�AGGAAINST THE TRAFFIC FLOW, BEGINNING V11TH DEVICES ON THE
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT.
5 PROVIDEDATO THESFRLAGGER THE BUFFER 1101-11TSHEETT2 }Pl6ita SIGHT DISTANCE I5
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 W.,NUTES AT A TIME.
7 DRUMS OR11SKINN SKINNY-DRUMS SK AY BERUMEREQUIRIEU OF .CONES. REFER: TO ROADWAY STANDARD
8-
7a)
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQULREMENTS, AND PROCEDURES,
SHEET 1 OF 15 10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
1101.021 AS DIRECTED BY THE ENGINEER.
Q
® m
r- -0 _n __�CD
-n,>, m
QQ�
C?��A
Cn 0
Q -
z A
Cn
•
•' li
co
r
wr
0
Y'r
Cl) CA
f
DISTANCE TO 4TH SIGN
REPEAT FOR ANY CONSECUTIVE SIGNS
ADVANCE WARNING SIGN
SPACING CHART
Design By:
cc
Drawn By.
DISTANCE BETWEEN SIGNS
POSTED SPED LIST
E
(FEET) t
(MPH)
Scab Ver:
NTS
0
`r �;sl,
.�fir.yJY— i -. � • FP�i� v �`�
E �}� yF ��r� . fY�s�}1 ., ,Ffl��r.;.i�
40 -80
350 350 390
x
ig J
{q SPA'
�¢7
y,
',:h- ,°i4.E5 '�irua x,cxr�x
e' mot°
0DRK 'AREA , 9 d S48'
. °,
sn..."v,•8+
CONTROLLED ACCESS ROADS
1000 1500 2700
z
X 48"
J
,,yam
Q
N,
DDWN
m
STREAM
Lu
BUFFER TAPER
SPACE 100'
1�
-j
��p•
GENERAL NOTES FOR PILOT CAR OPERATIONS
Q
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
<
CC
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EDP CONES MAY NOT BE
REQUIRED
CC
>-
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE
OMITTED ALONG
Q
THE WORK AREA IF USING A PILOT CAR.
3 :
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
cli
4- MOUNT SIGN G20 -4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
C6
THE PILOT VEHICLE.
C
5- DO NOT INSTALL MORE THAN ONE (1 MILE OF LANE CLOSURE, MEASURED FROM
THE BEGINNING
:z
LU
z
OF THE MERGE TAPER TO THE END O� THE LANE CLOSURE.
LLI
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT
METHODS OF
SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR
OPERATIONS.
i
C'tl
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQULREMENTS, AND PROCEDURES,
SHEET 1 OF 15 10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
1101.021 AS DIRECTED BY THE ENGINEER.
Q
® m
r- -0 _n __�CD
-n,>, m
QQ�
C?��A
Cn 0
Q -
z A
Cn
•
•' li
co
r
wr
0
Y'r
Cl) CA
f
DISTANCE TO 4TH SIGN
REPEAT FOR ANY CONSECUTIVE SIGNS
ADVANCE WARNING SIGN
SPACING CHART
Design By:
RECOMMUDED
Drawn By.
DISTANCE BETWEEN SIGNS
POSTED SPED LIST
E
(FEET) t
(MPH)
Scab Ver:
NTS
�
`r �;sl,
.�fir.yJY— i -. � • FP�i� v �`�
E �}� yF ��r� . fY�s�}1 ., ,Ffl��r.;.i�
40 -80
350 350 390
x
ig J
{q SPA'
�¢7
y,
',:h- ,°i4.E5 '�irua x,cxr�x
e' mot°
t x �;y
. °,
sn..."v,•8+
CONTROLLED ACCESS ROADS
1000 1500 2700
(? 55)
STATIONARY OR PORTABLE SIGNS
DISTANCE TO 3RD SIGN DISTANCE TO 2ND SIGN
GENERAL NOTES
m
1- REFER TO 2009 MUTCD.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED,
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SWAGING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
OCCUR, SUCH AS LIWITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
DISTANCE TO 1ST SIGN
REFERENCE
POINT
•
i
•
• *
i
.b
•
►; +rr
r
•
0
LLJ
uj
r,
LLJ
'o
LL
LLJ
uj
uj
r;
r'
;r.
M
C I
I
P'roj. No.
SW5017
Design By:
JAB
Drawn By.
TGC
Date: NOV, 14, 2013
Scale Hor.
NTS
Scab Ver:
NTS
s