HomeMy WebLinkAboutSite Plan (complete)MONTVILLE, CONNECTICUT
APPLICANT/OWNER:
VILLAGE APARTMENTS I I C
369 LUNG HILL ROAD
GROTO CONNECTICUT 06340
PRE.PAREP '3Y:
Di*C SAR =B NT Y ENGINEERS, INC.
100 FORT HILL ROAD, GROTO CONNECTICUT 06340
860)448-0400
SITE N0TE5:
1. THIS PLAN iS FOR CONS7P-CION OF A REPL.=.CEQENT 24 UNIT MULTI FAMILY
RESIDENTIAL BUILDING W1Tr- REQUIRED PARKING AND RELATED SITE IMPROVEMENTS.
2. THESE PLAINS ARE FOR PERMIT PURPOSES AND SITE PLAN APPROVAL ONLY. THEY
ARE NOT CONTRACT DOCUMENTS.
3. THIS PLAN SHOWS UNBUILT IMPROVEMENTS FOP REFERENCE PURPOSES FROM THE
PLAN:
AWATER MAIN SERVICE INSTA _r',"='ON, '
YLAGE
APARTMENTS, 82 JEROME
ROAD, MONTVILLE, CONNEC T1CUT"- _UATE: OCTOBER 9, 2006, REVISED
11--07-06, BY DICESARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT.
4. SEE SHEET 2 FOR SURVEY NOTES AND SUPVIEYORS CERTIFICATION.
5. BUILDING DWELLING UN T ?ESCRIFT1;Dr,,:
A. BUILDING 1 (EXISTING):
1. ONE BEDROOM DWE-` NG UNITS: 9 UNITS
2. TWO OR MORE BEDROOM DWEi..LNG '_- TS: 21 UNITS
B. BUILDING 2 (REPLACEMENT;
TWO OR MORE BEDROOM D'4=LLiPIG l;'J'TS: 24 UNITS
C. TOTAL DWELLING LFTS: 54 UNITS
6. DWELLING UNIT DENSITY CALCULATION:
425,075 SF (FARCE' APER) =42 UMTS
10,000 SF (SF PER D'NEL_`NG UNIT)
7. PARKING CALCULATION:
A. TOTAL REQUIRED:
45 2 OR MORE BEDROOt.4 JNITS x 2 SP/UNIT: 90 SP
9 1 BEDROOM UNIT _ x 1.5 SP/9SF: 13.5 SP
TOTAL REQUIRED: 103.5 (104)
SPACES
TOTAL PROVIDED: 104 SPACES
8. BUILDING ROOF HEIGHT IS 35 FEET. UTILITY" S7UCTURE EXTENSIONS EXTEND TO
42 FEET.
9. THE CONTRACTOR SHALL CONT_CT THE TOAN PLANNING DEPARTMENT TWO WEEKS
PRIOR TO THE START OF CONSTRUCTION A^,D SCHEDULE A PRE -CONSTRUCTION
MEETING.
10. NEW SIDEWALKS, RAMPS AND DRIVEWAYS SHALL BE INSTALLED TO PROVIDE
SMOOTH TRANSITION FOR PEDESTRIANS AND `"EHICLES.
11. VARIANCE OF ZONING R'EGULATONS SECTCN 4.13.2, EXPANSION, OF
NON -CONFORMING USE, WAS GRANTED ON FEBR„ARY 7, 2007 FOR THIS SITE.
JUNE- 12, 2007
12. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE
LATEST EDITION OF "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES"
STANDARDS.
13. NO EXCAVATION SHALL TAKE PLACE WITHOUT NOTIFYING "CALL BEFORE YOU DIG"
AT 1-800-922-4455.
14. ALL UTILITY LOCATIONS AS SHOWN ON PLAN ARE APPROXIMATE AND SHALL BE
VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
15. ALL UTILITIES ARE TO BE INSTALLED UNDERGROUND.
16. COORDINATE CONNECTIONS WITH UTILITY COMPANIES.
17. ALL WATER MAIN AND SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE
STANDARDS AND REQUIREMENTS OF MONTVILLE WATER POLLUTION CONTROL
AUTHORITY.
18. NEW BUILDING SHALL CONNECT TO EXISTING SANITARY SEWER LATERAL SERVING
THE ORIGINAL BUILDING.
19. ON-SITE SANITARY SEWER SEWER SHALL BE FIELD LOCATED PRIOR TO
INSTALLATION OF WATER MAIN TO CONFIRM THAT MINIMUM SEPARATION DISTANCE
IS PROVIDED.
20. POST CONSTRUCTION STORMWATER MANAGEMENT SYSTEM MAINTENANCE SHALL BE
PERFORMED AS FOLLOWS:
A. CATCH BASINS AND STORMCEPTOR DEVICE:
1. ANNUAL VACUUM CLEANING SHALL BE PERFORMED DURING THE FALL
SEASON.
2. INSPECTION AND SEDIMENT ACCUMULATION MEASUREMENT IN THE
STORMCEPTOR SHALL BE PERFORMED MIDWINTER AND DURING MAY.
ADDITIONAL VACUUM CLEANINGS SHALL BE PERFORMED UPON
ACCUMULATIONS OF 8".
3. CLEANING SHALL BE BY VACUUM METHODS, PERFORMED BY AND
DISPOSED OF BY A LICENSED SERVICE.
B. OUTLET STRUCTURES AND RIPRAP EMPLACEMENT SHALL BE INSPECTED
ANNUALLY FOR SEDIMENT ACCUMULATIONS AND DOWNSTREAM EROSION.
DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.
21. THE REMAINING AREA OF THE LOT NOT OCCUPIED BY BUILDINGS, PARKING AND
STORAGE AREAS, VEHICULAR ACCESS, SIDEWALKS AND LANDSCAPING SHALL BE
WELL MAINTAINED; ANY AREAS DISTURBED FROM THEIR NATURAL CONDITION AND
NOT USED FOR STRUCTURES, PAVED PARKING AREAS OR STREETS, SHALL BE
PLANTED WITH GRASS.
22. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. INSTALL TEMPORARY CONSTRUCTION ENTRANCES, SEDIMENT FENCES AND
DIVERSIONS AS SHOWN ON THIS PLAN.
B. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE
REQUIRED AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE
OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE. PRESERVE EXISTING
VEGETATION WHEREVER POSSIBLE.
C. REMOVE EXISTING PAVEMENT, FOUNDATION, AND OTHER EXISTING SITE
IMPROVEMENTS NOT SCHEDULED TO REMAIN. DISPOSE OF ALL MATERIAL
NOT SCHEDULED FOR REUSE OFF SITE AT AN APPROVED LOCATION.
D. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT
FENCE ON THE DOWNSLOPE SIDE. SEED STOCKPILE WITH PERENNIAL
RYEGRASS AT A RATE OF 40 POUNDS PER ACRE AND MULCH WITH HAY OR
STRAW.
E. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE
PLACED AND COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BRUSH,
RUBBISH, LOGS, BUILDING DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL.
MOISTEN SOIL SURFACE PERIODICALLY WITH WATER TO MINIMIZE DUST.
F. CONSTRUCT STORM DRAIN SYSTEM STARTING AT OUTLET. INSTALL SEDIMENT
CONTROL MEASURES AT CATCH BASIN IMMEDIATELY AFTER INSTALLATION
G. CONSTRUCT BUILDINGS AND UTILITIES. ADD EROSION CONTROL DEVICES AS
NEEDED.
H. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT,
CURB, SIDEWALK, RETAINING WALL, STEPS, ETC.
I. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PARKING, SIDEWALKS,
ETC.,, SHALL BE GRADED AND STABILIZED AS FOLLOWS:
1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY
LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST
RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE.
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. ALL GRADED SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
SHALL BE STABILIZED WITH JUTE NETTING.
5. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 15 THROUGH JUNE 15
AND AUGUST 15 THROUGH SEPTEMBER 15 (COASTAL AREAS - APRIL 1
THROUGH JUNE 15 AND AUGUST 15 THROUGH SEPTEMBER 30). IF
OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED WITH STRAW OR
HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
INDEX TO SHEETS
COVER...................................................................................1
EXISTING CONDITIONS.................................................... 2
SITE LAYOUT PLAN.......................................................... 3
GRADING, DRAINAGE, EROSION AND
SEDIMENT CONTROL PLAN.............................................4
UTILITY AND LANDSCAPING PLAN...............................5
DETAILS............................................................................6-7
J. WHEN ALL GRADED AREAS .ARE :lERMANENTLY STABILIZED, REMOVE ALL
EROSION AND SEDIMENT CONTROLS. REMOVED TRAPPED SEDIMENT.
K. IF DiE'WATERING IS REQUIRED, AL. SUCH ACTIVITIES ARE TO BE CONDUCTED IN
A MANNER TO MINIMIZE IMPACT SDN THE WATERCOURSE AND WETLANDS. ALL
WATER THAT IS REMOVED FROM THE EXCAVATION SHALL BE DIRECTED TO
SEDIMENT REMOVAL DEVICES, TrE LOCATION AND DESIGN OF WHICH SHALL
BE APPROVED BY THE ENGINEER.
L. DURING CONSTRUCTION, ALL EROSION CONTROL MEASURES ARE TO BE
INSPECTED BIWEEKLY AND ,AFTER ANY RAINFALL EVENT. ALL DAMAGED
MEASURES SHALL BE IMMEDIATELY REPAIRED AND REPLACED. ANY BUILDUP
OF SEDIMENT THAT EXCEEDS SIX TRICHES IN DEPTH SHALL BE REMOVED.
M. IT SHALL BE THE RESPONSIBILITY OF THE .APPLICANT TO ENSURE PROPER
IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN
ON THIS ALAN; AND SHALL INC_UDE BUT NOT BE LIMITED TO, INSTALLATION
AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES OF
SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS
RESPONSIBILITY TO OTHER PARTES.
23. PLANTING PLAN NOTES:
A. THE CONTRACTOR SHALL VERIF" THE LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO EXCAVATING PLANT PITS.
B. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF TOPSOIL
FOR ALL LAWN. INSTALL SOD OR SEED ON ALL DISTURBED AREAS UNLESS
OTHERWISE NOTED ON PL-',
C. ALL PLANT GROUPINGS SH: L` 3E IN p.4ULCHED BEDS. ALL PLANTING BEDS
SHALL HAVE 12" MIN. DEP-. TOPSOIL.
D. THE LANDSCAPE CONTRACTOR SHALL PROVIDE .A 4" MIN. DEPTH OF
SHREDDED MULCH OVER kLL P-AINTING BEDS .AND TREE PLANTINGS.
E. ALL PLANT MATERIAL IS SUBJECT TO iNSPECT1ON AND APPROVAL BY THE
LANDSCAPE ARCHITECT PIOR TO AND AFTER PLANTING.
F. LANDSCAPE CONTRACTOR SHALL PRC`,IIDE NAME BRAND LAWN SEED MIX OF
APPROVAL BY THE LANDSCAPE ARCH'T1=CT. PLANT SPECIES MAY BE
ADJUSTED BASED ON AVAILABILITY AT TIME OF PLANTING. ALL PLANT
MATERIAL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY THE
LANDSCAPE ARCHITECT.
G. ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF
ONE YEAR FROM THE DATE OF ACCEPTANCE, TO INCLUDE PROMPT
TREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUND TO BE
IN AN UNHEALTHY CONDITION 3Y THE LANDSCAPE ARCHITECT. ALL
REP!-ACEMENTS SHALL BE OF THE SAI,4E KIND AND SIZE OF PLANTS
SPECIFIED IN THE PLANT LIST.
H. MAINTENANCE SHALL BEGIN IP AEDIATE:LY AFTER PLANTING AND SHALL
CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. MAINTENANCE
SHALL INCLUDE WATERING, MULCHING, TIGHTENING AND REPLACEMENT OF
GUYS, REPLACEMENT OF SICK OR DEAD PLANTS, RESETTING PLANTS TO
PROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS,
AND ALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS
1. PLANT SIZES AND QUANTITIES SHOWN ARE .APPROXIMATE AND ARE SUBJECT
TO CHANGE THROUGH THE REGULATORY APPROVALS PROCESSES.
SITE DATA TABLE
ZONE DISTRICT R-20 (RESIDENTIAL)
ITEM REQUIRED PROVIDED
MINIMUM LOT AREA 20,000 SF 425,075 SF
MIN LOT FRONTAGE 100 FT 64.85')
MIN FRONT YARD 50 FT(3) 251 FT (2)
MIN SIDE YARD 40 FT(3) 90 FT(2)
MIN REAR YARD 40 FTO) 132 FT(2)
MAX BUILDING HEIGHTIGH
SEESEE NOTE 8 35 35 FT (2)
DWELLING UNIT DENSITY
SEE NOTE 6 42 UNITS 54 UNITS(')
PARKING SPACES
SEE NOTE 7 104 SPACES 104 SPACES
WATER SUPPLY MUNICIPAL
SANITARY SEWER MUNICIPAL
FOOTNOTES:
1 . EXISTING CONDITION.
2. BASED UPON REBUILT BUILDING (2) ONLY.
3 . BASED UPON. MU i =:AM Y',REQUIREMENTS.
U l
IjUJUN
1 !I
t
ILI
GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL
PLAN CERTIFIED BY THE TOWN OF MONTVILLE
PLANNING AND ZONING COMMISSION
CHAIRMAN DATE
APPROVED BY THE TOWN OF MONTVILLE
PLANNING AND ZONING COMMISSION
CHAIRMAN DATE
DWG. NO.: 06-114.07
39, 5.
DRILL HOLE & CROSS N 866,45'
rn
Q
N/F
CHENG YU LIAN
VOLUME 362, PAGE 517
cpW
P
0
0
N/F
E STANLEY P. WARD, JR.
4
R1tl HO - s 7,937$5
EOF
OLD WIRE MARY WARD142.70, FENCE ROSE MA A z w,
VOLUME 222, PAGE 665
Fl 00 TWO ROD (33.0') WIDE RIGHT OF WAYS83, `
i r r 39 39
AND VOL. 2
E -- k TO MAPLE AVENUE (PER VOL. 21 PG. 99
i T) r r L < • 274'T2,_--- WITH TREES
1 PG. 100), NOW OVERGROWN
WF101
i 1 ,- : \\ _ _ \ STONESMON 8,33 $'09"
S 8 ` Fl ! - `` --11 1 f
6 2 25 490ES(CtN MmN < 64.41
R MADS t ` \ , , S . 1WII E 0` OGEI
D ` \ 82 0 59
162.780
WF103
STONE -MotIv`!
ll` ( l ,l \\\ } >' ! / t I r I r 1 t ! ! l r /1 08_ _.-
WF104 - \, ! r r
WF105 I Ii tii l ' } ! /` ,l
1` i l • l I f r / '7"', '
T\` i ` ;,,- t+ / ,' i ! t
r
FLOOD HAZARD , Y LINE1 _--- / e/r%ire l r / + !! I r / r / ,' ,r r/ e/ I r i r l j r / l'
0 WF106
J,
i
r1l XI
Z / `' REA 25610 14 SF MVLC.
rr
l + ! ,r J i t i , ! ! f ! l f + i l \ • ) >°
ii / 5.74 IAC M/L , , i i I ! ! + f ! + / t oWF107'r / i !< Amp iTF4\ ,- ;-if ` + , I , l 1 / , t i t I f r f ' + l r r \ ' CV
WF10
t It I r ! / / e e / / I I r r ! ! ( / / 1n5LLI
WF108 109
WFt110
ao / / \ 1` r
i IARKE ON
N/F j !l( 4 i
Ii
JUVEL! CAP/
E 78.7LAUNALEEPRIGMOREwF1111 < < I o WELL 1 t `
J /
VOLUME 171, PAGE 901 / , t ti 1 r ' /
r / / / ,' / / / r /
VOLUME81 PAGE 363 — \\
t 1 1 / r /// 2 c, l \ \ \ ( , \ { / % / 1tj ELL/
VOLUME 281, PAGE 396 - / , \ 1 +
l ` _
co
W 1x12
ED
If CUT cRoss
I / / APqRO MAT LOCA ION/, //
WF113 -',--e l , I , IOF TWAT R rlAllj S RViOG/
c 4r lrE 'BU%DIN S ONI PA CEL
p / //%i-fr& WELU t \
r/
t i / I , , , I/I/ rr//, / . /
CONC MONUMENT,r r6rWF11(( !!,(
IH ldlr r (, ( 1Ir , ` , i i I
i
317'
WF115 'X
0¢ E 73. 6,547.5yi8
iSi!
t DRI HOLEc
If i i t\ \ `CROSS \ \ ` . / { i t 1
111 f 1 t I t'
i t t t t t S• '
ly !I ! \ trt
19
C° N/F I , I,co
WF116 , !, ,, F. l , { , 1 i, 1 ` t q
l \ ` \ \ _ /
11 + '
I, ' WALTER G. MOODY '! I ,o , 11
IN
MYRNA M. MOODY o ( /!
WF117//
i + •!1,
Ii"
DR,ILL &
VOLUME 101, PAGE 3 N 71'51 26" E CROSS o /
26.64'- \\\
r f/
v
S
t \ CUT CROSSit ! t
re'
I 1, \ `\ \ \\ \ , ` \ --- DRTCL-MOLE`& PARCEL i t ,1 \ \^ _ \
N pt / i r ` \ \ \ \ \ •'- \ ACROSS ---,
I N/F
TOWN OF MONTVILLE
VOLUME 36, PAGE 146
N/F
DEBORAH RADZVILOWICZ
FRANK RADZVILOWICZ
VOLUME 165, PAGE 627
VOLUME 308, PAGE 223
1.51 2 E MO 7130 p % • t . ` AREA_ 175,061 SF M,/L ' 1 `
4 W / 1 t i - 4.02 AC M/LGONRILLHOLE & \ \
CROSS 7.5,
MTA ( TEDRILLHbiFi &
CROSS/ to
BENCH` MAOLA, \
a ```` \ N _ _ _ . , / N
l•'y \ }
J \ NAIL W/ AP STI -kip--
j cv"DICESAREL EN1f1.EY ENF / ! t l IN POLE SNET 3534
LEV 79.08 '\ \ ' , 1 I JOHN D. Ma LELLAN III r [};
f ,-, • _ ,
REBECCA L, MacLELAN I ,r 1/co
VOLUME 306, PAGE 4i7 _mss. = / ' '\\ 1 r ` \
LATCH
Qr LC - BOLLAQD o
cly
i .it) HkC
INV=6 3.07 , r,
ST
DOROTHY H. DENNING
36"RCP - `, `,\ -' \ };& KATHLEEN B. FLETCHER
RIGHTS TO INGRESS OR EGRESS CONIC MONBROKEN / / t COVERED W ODEN „ GP
3 ;,---- \ 1 VOLUME 285, PAGE 848
BROKEN) / MAILBOX KI SK 1 , \
87' 3 E 10 5 ' VOLUME 285, PAGE 857iNFAVOROFMacLELLAN / v, \ , ,
PER VOL 306 PIG. 417 AND FOUND , , I \ `--' _ - - _
l "DRILL HOLE &
VOL 102 PG. 80 / E V 3533 t\ ELECTFZtt --- \ U G E E
FUEUNDL
ROUN
NET p 0 'FUEL T ' , CROSS FOUND
34
46 .\
SNET /
TRANSFOR AERS PANEL O/H jH T L
l _ wF10 F13 3 32 r 0/H t/\ T 3NSF frt MONIT v
BRM\CK / 18 ! `\ ` \\ v (n
WELL
1 12 LIG PO \
CONIC MON N 'i15a0 %
rT -- '/
r/ /
ter
RACK
BtCYCL It ` `` n a Z
ST
BROKEN / RAI AG ! 0 G `
FOUND "/ ° EAKOFF Z i /
NEWSPAPEF z o
APPROXI', LOCATION OVERHEAD UTILITIES, O BOXES
f
1 c Ci'C `
0_ r `
r __'
BHT P i OFPSA1MfAIN
SEWER //' j i t
m C MH / \
4. / -, r FOR M
8 r j r a . —_ 14
11 \\\
Go
o
K40N 11 BCC
C, PLIT RAIL FOU
1C) N FI WALKFENCEUS
c; D FENCED SANITARY
NV=72.6$
tfiI tt
II
I ! CONIC PAD W/ l r
S I gG
1r
36az\CP PUMP T TION ST OVERHANG (TYP) ST c i ti BARWAY
R=324.31' " \ T S K 1 l w
rn7 , r / o A=16'5213
NET L=95.49' , o CONCRETE WALK
a3531mC='95.15'
rz
Lo v i ( w
1*13B=S 72'59'58' W O `, t 0 i j1' t'
t
I/''° R=Zr5457" L_
z BUILDING 1 o/H CA t
ST / M
0.. ` ' L=129.71 ' • 3 STORY WOOD FRAMEtitC=128.85'(" OR AREA = 8,759 S.F
B
t =CFLOOR
S 53"06'24" W U/G S CURITY C(.NDUITRIGHTTOINGRESSOR /
DRIVE EGRESS FOUND ON RECORD ' A o
BCLC
SNET w °D Z OVERHANG TYP _ }
SNET Q 0 1 2196S N/F w o
tMNLTOR (
TYP)
w_ CUT CROSS2196 -- „^ O I• CLIFTON BACHELEDER ` UNDERGROUND w iTUMIN ST AGE= / FOUND
n 432 w Z FUEL TANK FILLER
w ` PSTER C NTACR!€ L
z /
VOLUME 290, PAGE ar AREA • -~---
9Q m 31 '— G
i66.80 CONCRETE MONUMENT
w cn / , EDGE OF PAVEMENT x
S 8558 06 W
Q ;, iz NOTE: ENCROACHMENT 205 93'
RILL HOLE CONCRETE= MONUMENT
S 86'27'06" W N/F
CD
CUT cRoss x6.77'
W
UT CROSS
N F EDMUND 0. BRAGDON
00
c cn AT REMAINS OF S 86-0421" / t N/F VOLUME 296, PAGE 882
z x CHISELED CROSS IRON PIPE N/F SEBASTIAN CATALANO
1' t & ELANA M. CATALC NO
t
ROBERII• G. AUSTIN
x t VINCENT E. LAGRAM t & JANNIA L, AUSTINN/F Ii N/F t ROBERT J. LAGRAM VOLUME 304, PAGE 278Li
MICHAEL A. GDULA CHARLES A. PALARDY & DAViD W. LAGRAM
VOLUME 274, PAGE 463
DENISE R. GDULA & JEANNE B. PALARDY VOLUME 337, PAGE 513
VOLUME 348, PAGE 90 VOLUME 266, PAGE 507
NOTES
1. THIS PLAN iS A COMPiLA11ON PLAN AND HAS BEEN PREPARED IN
ACCORDANCE NTH THE REGULATIONS OF CONNECTICUT STATE
AGENCIES, SECTIONS 20-30OB-1 THROUGH 2O-30OB-20, "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF
LAND SURVEYORS, INC. IT IS EXPRESSLY NOTED THAT THIS PLAN
WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH OR OTHER
SOURCES OF INFORMATION. PORTIONS OF THE MAP SHOWING
ELEVA11ONS AND CONTOURS ARE IN ACCORDANCE WITH ACCURACY
STANDARDS FOR CLASS T-2 SURVEYS. SITE DETAILS IN THAT AREA
AND INLAND WETLANDS FLAGS ARE IN ACCORDANCE WITH CLASS
A-2 SURVEYS.
IT IS FURTHER NOTED THAT THE REMAINDER OF THIS PLAN IS NOT
TO BE CONSTRUED AS HAVING BEEN OBTAINED AS A RESULT OF A
FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN
ACCURATE FIELD SURVEY MAY DISCLOSE. THE HORIZONTAL
ACCURACY CONFORMS TO CLASS D.
NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR
COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE
SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE
NAME AND REGISTRATION NUMBER APPEAR BELOW OR THEREON.
2. INLAND WETLANDS WERE DELINEATED IN THE FIELD BY DONALD J.
FORTUNATO, SOIL SCIENTIST CT#2278, SOIL & ENVIRONMENTAL
SERVICES, INC., EAST LYME, CT. AND LOCATED BY
DiCESARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT.
3. ELEVATIONS ARE REFERENCED TO TOWN OF MONTVILLE WATER
SYSTEM PROJECT, SEE MAP REFERENCE B.
MAP REFERENCES:
A. PROPERTY SURVEY PLAN "VILLAGE APARTMENTS", PROPERTY OF
VILLAGE APARTMENTS, L.L.C., JEROME ROAD, MONTVILLE,
CONNECTICUT, SCALE: 1" = 40', DATE: DECEMBER 8, 1999, REVISED
THROUGH 4-7-03, ANGUS MCDONALD, GARY SHARPE &
ASSOCIATES, INC., OLD SAYBROOK, CONNECTICUT.
B. MONTVILLE WATER SYSTEM PROJECT, ASBUILT DRAWINGS,
UNCASVILLE AREA PHASE #, PLAN AND PROFILE, JEROME ROAD STA
0+00 TO STA 10+31, MONT VILLE, CONN., JULY, 1984, REVISED
THROUGH 2/20/86, SCALE: 1"=40' HORIZ., 1"=4' VERT., SHEET 7.
AC ACRES
BIT BITUMINOUS
CATV CABLE TELEVISION
CMP CORRUGATED METAL PIPE
CONIC CONCRETE
DI DUCTILE IRON (PIPE)
0fNI OVERHEAD UTILITIES
MB MAILBOX
MON MONUMENT
N/F NOW OR FORMERLY
RCP REINFORCED CONCRETE PIPE
SF SQUARE FEET
ST SEPTIC TANK
TRANSF TRANSFORMER
TYP TYPICAL
W WATER MAIN
WF10 WETLAND FLAG AND NUMBER
STONEWALL
UTILITY POLE
76- - - - - CONTOUR
CrC SOIL TYP
40 0 40 80
GRAPHIC SCALE IN FEET
U)
z
0
ren
ZZ
00
U J I-
z
U
I— U
X w w
w Q z
C7t-- 0
ZQ U
a- w w
0Q2
U)
r
D rt
z<wz
00
002
w
M—
H
di
C!
W
m
O
z
z U °00
0
a
U)
cn 0`o W
4 w
W Q
a-
m
C
OF—>-
Of {ytt- U co W Ix
I_- Z Wwt--
0
W
w 00
00
0z
w
Boaz
w ti.
o
C
z
WO F-
m
ow
12
w_
w_izZ
0 cc UJ
ac``o
L_ Ua zozUzm Q40Jw
wQ 0Lti'jEUSjF_
W Amo z
wm`'
OFZ
iCL 0
W
oW.
m
1—
I
W
izol
UO
ow
U)
z
0
ren
ZZ
00
U J I-
z
U
I— U
X w w
w Q z
C7t-- 0
ZQ U
a- w w
0Q2
U)
r
D rt
z<wz
00
002
w
M—
H
0
0N
ci
r -
Z
It
r
w _,
Q 0
c
0 r
C13
m w OzZ0z w
0
Im 2
U c
P*440
0
LL
N
co
C)
r
r
O
0
di
C!
W
m
O
z
z U °00
0
o0 0
a 0 "t u
cn 0`o W
4 w
W Q
a-
o
z
C
It
i O C00
Of {ytt- U co W Ix
I_- Z Wwt--
0
W
w 00
00
0z
w w
o
C
0
0N
ci
r -
Z
It
r
w _,
Q 0
c
0 r
C13
m w OzZ0zw
0
Im 2
U c
P*440
0
LL
N
co
C)
r
r
O
0
u-
w
mF---w w
0<0z
J
zo
a-
wco
W w0 co
Of {ytt- U co W Ix
I_- Z Wwt--
0F-ZeM_•0U=
0
0N
ci
r -
Z
It
r
w _,
Q 0
c
0 r
C13
m w OzZ0zw
0
Im 2
U c
P*440
0
LL
N
co
C)
r
r
O
0
Q:
c
LL
J
I
Cn
c
G;
Cn
c
Ir,
c
2'
E
c
Q:
i
S
V
a;
c
G
LL
r^,
a
r1:
4;
tL'
C
C
LL
C
Ir,
c
C
r
Q
Q:
L
GRADE
c
LL
n
7
i
cn
c
T
C
i
Ir
C
Q
c
r
2x2x48" WOOD POLE
I
INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
cV koll
FILL
FLOW
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SEDIMENT FENCE
NOT TO SCALE
HAY BALE o FRAME AND
TYPICAL) GRATE
E3a
13 11 11 11 1 13FLOW FLOW
I L
13
RWITH (2) 2"X2"X3' oSTAKESEACHBALE
CAPE COD STYLE CURB PROFILE
SHOWN, BERM MAY BE SIMILAR
r -CLASS 2 BITUMINUOS CONCRETE
ti
12 1/2"
TACK COAT
RS -1)
PAVEMENT
iii •1-lilt l 1
1.5" COMPACTED THICKNESS
SAW CUT - CLASS 2 BITUMINOUS
TACK COAT CONCRETE PAVEMENT
TO EXISTING
6" 1.5" COMPACTED THICKNESS
EXISTING CLASS 1 BITUMINOUS
PAVEMENT CONCRETE PAVEMENT
rrrirrrr rrrr
rrrirrrr rrrr
UBED BASEy 'f ' "'OU'—' ' " ry-Xr •,. N IUNDST/Ry .4" PROCESSED AGGREGATE BASEmac/%/.1./ , '!'.'o.' '#{j • .'#'+": """
O °
o
BANk
RU1o
AGGREGATE BASE
NOTES: COMPACTED SUB GRADE
1. ALL PAVEMENT TO BE REMOVED SHALL
BE CUT BY SAW.
2. BASE SHALL BE 12" THICK AFTER
COMPACTION.
BITUMINOUS CONCRETE PAVEMENT DETAIL
NOT TO SCALE
6" SEE PLAN 6"
NlSHED CLASS "A" CONCRETE
GRADE 2" CLEARANCE 1 /4"/FTI
T6 ° d° a d ° v ° d 6 P, d v
d
O ° °
O
o
O
Q ° o
O o ° e° °
Q ° °
o
p O °
o ° ° o ° o o ° ° °
0
0
6" x 6" 10/10
WELDED WIRE FABRIC
COMPACTED
PROCESSED GRAVEL BASE
COMPACTED SUBGRADE
NOTE: DUMMY JOINTS AT 4' O.C.; EXPANSION JOINTS AT 12'0.C.
CONCRETE SIDEWALK SECTION
NOT TO SCALE
SEE PLAN
8"
CLASS "C" CONCRETE 1/4- PITCH
2" CLEARANCE 1/4"/FT TOOLED JOINT 1" RADIUS
a
V
o o ° o °.
4 a FINISHED GRADE
O ° o °
e o
o e V co
io epc010%10 Q
WIRE FABRIC o
C0N! li D a o e
PROCESSED GRAVEL BASE
COMPACTED SUBGRADE
NOTE: TOOLED JOINTS AT 5' ON CENTER AND CONSTRUCTION
JOINTS WITH PREMOLDED STRIP AT 15' ON CENTER
l i 1WiI11W1: IIINWIl1oxeill - l
I 15" I 24" I
FfNISHED GRADE
2" COMPACTED THICKNESS TACK COAT
CLASS 2 BITUMINOUS CONCRETE
6" SEE PLAN 6"
1/2"/FT PITCH
CURB
1"x3" FURRING STRIP TREATED
WITH A PRESERVATIVE°
TO REMAIN AFTER PAVING)
o
0
0
o ° o
o
o ° ° PAVEMENT
6" PROCESSED GRAVEL BASE
US CONCRETE SIDEWALK, SECTIBITUMINOON
NOT TO SCALE
6" HIGH MACHINE FORMED
CLASS 3 BITUMINOUS CONCRETE
LIP CURB (BCLC)
WHERE iLininATcn nni of AAI
BITUMINOUS CONCRETE LIP CURB — BCLC
NOT TO SCALE
ROOTFLARE_\I
4" DE=PTH OF MULCH
SLOPED SIDES -
CLEAN BACKFILL
N
TREE PIT--\
LIMIT OF BALL
ROOTBALL
SECTIQN
DRIVE POST AT ANGLE AND
DRAW VERTICAL
IFSUPPORT POST
l/4 WI IDTH ROOTBALL
Iv 2" HIGH EARTHEN SAUCER
FINISHED GRADE
V.
Jill I I I-1 I I-11 l
5' TILLED
TOPSOIL, TYP.
REMOVE TOP PORTION OF
BURLAP ONLY
BEND BACK WIRE BASKET
RUBBER HOSE
OUBLE STRAND NO. 12 GAUGE
GALVANIZED WIRE TWISTED. DO
PLAN
NOT OVERTIGHTFN WIRE
NOTES:
SUPPORT STAKES SHALL BE REMOVED BY THE
CONTRACTOR ONE YEAR AFTER !INSTALLATION
24" SQUARE LUMINAIRE AND
SUPPORT POLE, MOLDCAST
MODEL 2205--20 OR EQUAL TREE DETAIL
400 W HIGH PRESSURE SODIUM LAMP)
NOT TO SCALE.
MAINTAIN SAUCER ON
VOLE MOUNTED LIGHT
NOT TO SCALE
SHRUB DETAIL
4 0iT TO SCALE
J DETECTABLE
PAINTED
LOWER SIDES OF PLANT
X SIDEWALK
SURFACE
TO RETAIN WATER
0
o
4" MULCH
TRANSITION
cn 3
FINISHED GRADE
U)CD«
e—
J —
off}
V
CURBING (PER PLAN)
CONCRETE CURB RAMP WIDTH TRANSITION
p
PLAN
R BOLTS 1" x 36" i_ONG
BEND
x'00 -c
oQ°go o° p,`
I__ _
i fIiI iIi I II ' I
PLANTING SOIL MIX, WATER AND
1:12 IF X <48")
obb + $p e . L ^ = ! f I=i I I _ I TAMP TO REMOVE AIR POCKETS
STIRRUPS SPACED .4T 6 CENTERS
I
CURB HEIGHT
a I I
I : COMPACT
4" MAX
lcI__ MULCHING OF PLANT BEDS: SUBGRADE
NDUIT AS REQ'D aa8 + 0 UNLESS OTHERWISE DIRECTED
MUST EQUAL WIDTH OF SIDEWALK.
ELEVATION
SHREDDED MULCH SHALL BE
rE BASE A5 IZ'EQ'D i I I_;— I i (- PLACED TO A LIMIT OF ONE FOOT
MAX 1
1/4 1/4" PER FOOT
BEYOND THE CENTER OF THE
Z °
p
XCMAX11 ° °
o°°
OUTERMOST SHRUBS IN SHRUB
AGGREGATE BASE
BED,,
VOLE MOUNTED LIGHT
NOT TO SCALE
SHRUB DETAIL
4 0iT TO SCALE
J DETECTABLE
PAINTED
WARNING X SIDEWALK
SURFACE cl<
0
o
04r
TRANSITION
cn 3 SLABS
U)CD«
e—
off}
V
CURBING (PER PLAN)
CONCRETE CURB RAMP WIDTH TRANSITION
p
PLAN
TRANSITION LENGTH
m
p
1:10 MAXIMUM SLOPE AT SIDEWALK
0
1:12 IF X <48")
EXPANSION JOINT WITH
FILLER MATERIAL -
RAMP WIDTH OR 3'-0" ADJACENT TO GRASS
36" MIN)
I
CURB HEIGHT
I11
i
4" MAX
L I
C" CLASS CONCRETE
NOTE: WHERE RAMP IS LOCATED AT THE END OF A SIDEWALK
RAMP WIDTH MUST EQUAL WIDTH OF SIDEWALK.
ELEVATION
BROOM FINISH
PAVEMENT CONSTRUC-nON (PERPENDICULAR TO SLOPE)
JOINT
20 NORMAL GRADE SIDEWALK
MAX 1
1/4 1/4" PER FOOT
MAX
e n
s s
Z °
p
XCMAX11 ° °
o°°
12
4" 6" PROCESSED
AGGREGATE BASE
SECTION
1/4
MAX 1 CONCRETE HANDICAPPED RAMP
4 NOT TO SCALE
BEVELED EDGE NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT
BUILDING CODE: AND ANSI STANDARDS.
t
42"
8"
18" NO PARKING
PASSENGER
LOADING ZONE
STATE PERMIT
REQUIRED
BLUE REFLECTIVE18
LLFBACKGROUND,
01INcND ' c HICS
MOUNT SIGN WITHIN 125 ALUMINUM PANEL STATE OFTAMPERPROOFCONNECTICUTAPPROVEDHARDWARE18" HANDICAPPED ACCESSIBLE PARKING SIGN
PARKING MODEL #M2146 MANUFACTURED BY
STATE PERMIT CHAMPION AMERICA, INC.
A REWRED 1800-521-7000
s V10LATORS RILL BE
FINED A MIN. $118
BLUE BACKGROUND SOLID1" VAN WHITE BORDER AND LETTERS
4" ACCESSIBLE
4.
INHERE APPLICABLE,
4" SEE PLAN
60" 7/E
1"
4"
NIGH INTENSITY REFLECTIVE TAPE
WHITE COLOR
42'
DIA. SCHEDULE 40 GALVANIZED/
PAINTED YELLOW) STEEL PIPE CONCRETE FILLED
BITUMINOUS PAVEMENTy
i
s •18" DIA. CONCRETE FOOTING
0
o
04r
m
N'17
m off}
V
r -
GALVANIZED FLANGED
p CHANNEL POST
ROLLED HIGH TENSILE STEEL
m
p
WITH 3/8" DIAMETER HOLES
0
SPACED 1" ON CENTER
SECTION A—A
COMPACTED BANK RUN
GRAVEL
NO PRECAST BUMPER
NO SEPARATE SIGNAGE
w
a
H
z
W
N
r
LJ
Z
0
J
00 _U
H ~
Z W
W
0 Z
QZ
007
Q U
CL W WQ
WW0J
0
W!C40
0 > 00 2
Itt
m
O
F -I ON
U O
z'a
qU
0 00W
UXw
w
Q O
0 Z
Q O
I l,
00
11
MH ^
o
w
O
0
o m
N'17
m off}
V
r - 0W
Z=
if
I m
m
p
4 Q
o z
0
co
0
O
tb OZW
pwuI--
will
0 Ir0f
L,- W
Z lr}z9
0 eio<m0
frgasavo
U)
iEN¢zW_ aWW~Uzcc
V Z aa-iw
n 0 v,a.L W
w-N0nQ0amuo-
W
mw =)
0mU°'z
WWQ'WcWU) oz
FF-=aou
W
J
oW.
mU
zI
t-
Q 0 W
0 Ww
zV)
C) c) O
Z Uow
w
a
H
z
W
N
r
LJ
Z
0
J
00 _U
H ~
Z W
W
0 Z
QZ
007
Q U
CL W WQ
WW0J
0
W!C40
0 > 00 2
Itt
m
O
F -I ON
U O
z'a
qU
0 00W
UXw
w
Q O
0 Z
Q O
I l,
00
11
MH ^
o
w
O
0
o m
N'17
N W V
r - 0W
Z=
if
I m
m
p
c6
o 0
co
0
O
INSIDE PAVED SURFACE OUTSIDE PAVED SURFACE
PAYMENT LINE
FOR TEMPORARY 1
PAVEMENT
BITUMINOUS CONCRETE 4" (MIN.) LOAM &SEED
PAVEMENT; 3" MIN. OR
MATCH EXISTING DEPTH
WITHEVER IS GREATER
6" FINISH GRADE
PAYMENT LINE—
FOR PERMANENT
PAVEMENT •- PAYMENT LINE
4'-6" (MIN.) COVER
12" (MIN.)GRAVEL TRENCH WIDTH; SEEBASECOURSETABLEBELOW
WARNING TAPE COMPACTED BACKFILL
95% COMPACTION)
COMPACTED
SAND BACKFILL WATERMAIN
3" IN EARTH
8" IN ROCK
IN EARTH IN ROCK
BEND
k AVIRT
WATERMAIN (TYP.
PLUG/CAP
i• - ----FIRM UNDISTURBED /
MATERIAL (TYP.)
BEND—PLAN MLW PWG/GAP—PLAN 'VIEW
TEE
CONCRETE THRUST
BLOCK (TYP.)
TABLE OF BEARING AREAS S.F.
TRENCH WIDTH TABLE
CAP
45 &
SZE NUDNDER)
ORE
PpLUGS
S
PIPE DIA. 12" & UNDER 16"
TRENCH WIDTH 1 3'-0"
WHERE THE TRENCH BOTTOM (FOUNDATION) IS
BEND
k AVIRT
WATERMAIN (TYP.
PLUG/CAP
i• - ----FIRM UNDISTURBED /
MATERIAL (TYP.)
BEND—PLAN MLW PWG/GAP—PLAN 'VIEW
TEE
CONCRETE THRUST
BLOCK (TYP.)
TABLE OF BEARING AREAS S.F.
OF BEND
MIAN (IN.) (90}
CAP
45 &
SZE NUDNDER)
ORE
PpLUGS
S
8 & UNDER 6 3 4
10 & 12,11,
12 6
1 t___
WHERE THE TRENCH BOTTOM (FOUNDATION) IS
NOTES: 1. CONCRETE FOR THRUST BLOCKS SHALL HAVE MINIMUM COMPRESSII+E
STRENGTH OF 2000 PSI AT 28 DAYS. 2. THRUST BLOCK BEARING .AREAS TO BE IN ACCORDANCE WITH TABLE, UNLESS DETERMINED OTHERWISE BY THE ENGINEER BECAUSE OF
SOIL CONDITIONS. 3. THRUST BLOCK SIDES SHALL BE FORMED WITH PLYWOOD.
THRUST BLQCK DETAIL
NOT TO SCALE
SET FLUSH WITH
PAVED SURFACES
THREE SECTION CAST IRON,
ADJUSTABLE SCREW TYPE
HEAVY PATTERN VALVE BOX
COUNTER CLOCKWISE -
NON -RISING STEM, IRON BODY,
BRONZE MOUNTED, RESILIENT
OPENING ACTION WEDGE GATE VALVE
M.J. ENDS
NMI -
PIPE
AaPEIlEffINI
TIE R
SPOOL PIECE
M J GATE V/
W1T i B0X WI,
ADJUSTABLE
112"x`12" CAST IRON
SOLID COVER
PVC BASIN
H-10 LOADING
ADS PN 2812AG OR
APPROVED EQUAL
PIPE PER PLAN
FLOW
INVERT PER PLAN
BEDDING PER MANUFACTURER
SPECIFICATION (6" COMPACTED
GRAVEL MINIMUM)
Ev_c_ MANH0_LE
NOT TO SCALE
II
F!
I'
I
Iti
if
LOCK ON VALVE COVER
KUPFERLE FOUNDRY 2" POST
MODEL MAINGUARD NO. 77
BLOW -OFF HYDRANT
GROUND LINE
UNDISTURBED EARTH
CRUSHED ROCK i OR THRUST BLOCK
2" BRASS STREET
Post Hydrants shall be non—freezing, self draining type „
with
a 54" bury. These hydrants will be furnished with a
FIP inlet, a non—turning operating rod, and shall open to the
left. All of the working parts shall be of bronze—to—bronze
design, and be servicable from above grade with no digging.
The outlet shall also be bronze and be 2-1 /2" NST. Hydrants
shatl be lockable to prevent unauthorized use as manufactured
Louis, M0, or approved equal. by Kupferle Foundry Co., St.
NUT AND WASHER
SOCKET CLAMP
NUT
M J LUG
N *01111 Lei
NOT TO SCALE
FINISH GRADE
BACKFILL WITH APPRCVED
MATERIALS THOROUGHLY
TAMPED IN LAYERS AS
SPECIFIED
L
18" SAND BACKFILL
BA-'KFILL IN THIS AREA TO BE
12" MINIMU ,,-.a a; f 3%4" BROKEN STONE FOR PVC
4 1 / PIPE AND PROCESSED GRAVEL
D FOR ALL OTHER INSTALLATIONS
A • .F D 3 —
a e ,b -- FOUNDATION TO BE SHAPED
TO FIT PIPE EXTERIOR .AT
THIS HEIGHT
6„ ` NO ROCk, TO PROJECT
WITHIN THIS LINE
MORTAR ALL AROUIN
CENTER PIPE
IN BELL
1JnDC" CTOP A r1PAIKI PIPE'
CCl 1 f1hVAI IUN
HDPE PE WITH CONCRETE FLARED END
NOT TO SCALE
GRATE
TOP
12" SQ
j_GRADE
4" SOLID RISER (AS REQUIRED)
y °
FULLY MORTARED JOINTS (TYP)
v RISER WITH
F 4 KNOCKOUTS
18 CULVERT AS
REQUIRED
i
d
NEAT NON -SHRINK
A• rso }.,y,o.b: GROUT ALL AROUND
SLAB
6" COMPAC--- -
BANK RUN `= 'VEL
RECAST CONCRETE YARD DRAIN
NOT TO SCALE
TOP OF FRAME
TF ) ELEVATION SHOWN
ON PLANS
10 1.32/16 » 1'-8 3 8" i 10 13 16"
i MINS
PRECAST CONCRETE
FRAME & GRATE
STATE OF CONN. TYPE "CL")
TOP OF FRAME (TF)
13/16", ' ' --8 -7/1161 10" ELEVATION SHOWN ON
1 „ PLANS.(2 1/2" BELOW GUTTER)
2.J.;, ; 2»
TOP OF CURB DEPRESSED
8"(SEE (SEE NOTES BELOW)
NOTE) PRECAST CONCRETE
4Q FRAME & GRATE „
1 ,2» 5" , a 15 15,/16 ('STATE OF CONN. TYPE "C")
4 Od •
NATES 1. 8" HEIGHT IS FOR BITUMINOUS CONCRETE LIP CURB
2. 7" HEIGHT WILL BE USED FOR CONCRETE CURB.
3. TRANSITION ELE-VATION OF TOP OF CURB TO MATCHSTANDARDGRADE5' EACH SIDE OF CATCH BASIN.
FRAML-6ND GRATE _EQR
T"Y'RE "C" OF) "CL" CATCH BASIN
NOT TO SCALE
C" OR "CL" TOP
JTURE CU- " _-
TO TTOGRADE
RTARED C
LILL BEAF
vCRETE BL
CULVERT
REQUIRE
4'-4"_
GRADE
PIPE
FOUNDATION -
TRENCH WIDTH
SEE BELOW)
NOTES:
1. HAUNCHING AND INITIAL BACKFILL MATERIAL
SIZE
SHALL BE CLASS 1, 11 OR UI AND INSTALLED AS
REQUIRED IN ASTM D2321, LATEST EDITION.
2. WHERE THE TRENCH BOTTOM (FOUNDATION) IS
4
UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
4
TO A DEPTH REQUIRED BY THE ENGINEER AND
1 FINAL BACKFILL REPLACE WITH A FOUNDATION OF CLASS I OR II
8
MATERIAL AS DEFINED IN ASTM D2321, "STANDARD
4
PRACTICE FOR INSTALLATION OF THERMOPLASTIC
28
PIPE FOR SEWERS AND OTHER GRAVITY -FLOW
12
APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE
4
AND AT THE DISCRETION OF THE ENGINEER, THE
34
TRENCH BOTTOM MAY BE STABILIZED USING A
18
WOVEN GEOTEXTILE FABRIC.
INITIAL BACKFILL, 12"
24
ABOVE TOP OF PIPE.
4
HAUNCHING, -TO
SPRINGLINE OF PIPE
BEDDING DEPTH
SEE BELOW)
PIPE TRENCH BEDDING
SIZE WIDTH DEPTH
in.) in.) in.)
4 21 4
6 23 4
8 25 4
10 28 4
12 31 4
15 34 4
18 39 4
24 48 4
30 66 6
36 78 6
42 83 4
48 89 4
60 102 4
3.75'
wj
00100
15"
H
19'
MODIFIED RIP RAP LAYER GRP
EXISTING -THICKNESS = 8"
GRADE - PAD SLOPE=O NEW STORM DRAIN
OUTLET (PER PLAN)
6" PROCESS GRAVEL
FILTER LAYER
RIP RAP SELASH PAD OUTLET PRQTECIIQhl
NOT TO SCALE
iN 1 rz++ Jtt IVU I t LOUTU-7 4 0 PVC PIPE
1 CLEANOUT, VENT PIPE
1 1 4"0 OUTLET
11
18"
d
d. RISER PIPE
B4" IN TtET
12 INLET 4 OU«ET MIN.
DURN PIPE RISER PIPE *+
IF
A (REMOVABLE) NEEDED
d ° 12"0 INLET DOWN
d _ PIPE (12.5°x14" ELLIPSE)
8
SECTION THRU CHAMBER SECTION THRU PLAN VIEW
NOTE .
1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED
AT THE INLET AND OUTLET WHERE APPLICABLE.
2. THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/
VENT PIPE.
3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE
OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331,
5725760, #5; 53115, #5849181.
Biu ` •i ,
H yd r o Conduit DR.
K.
BY:
STC 450i Precast Concrete Storm ceptor'' DATE:
450 US Gallon Capacity) SCALE: N.T.S.
Cn
PROJECT:
LOCATION: DWG.
COVER
I
5" Ar
IL RADE ADJUSTERS TO
M
i
Azle SUIT FINISHED GRADE I
fid
8„
r
6"
t
aHANDLE FOR 4"0 PVC PIPE VARIES TO
EMOVABLE rMIN. 15' HIGH MATCH
INLET TEE w/4' CAP GRADE
STORMCEPTORY
U
W<
WRWZ
W
INSERT
t
iN 1 rz++ Jtt IVU I t LOUTU-7 4 0 PVC PIPE
1 CLEANOUT, VENT PIPE
1 1 4"0 OUTLET
11
18"
d
d. RISER PIPE
B4" IN TtET
12 INLET 4 OU«ET MIN.
DURN PIPE RISER PIPE *+
IF
A (REMOVABLE) NEEDED
d ° 12"0 INLET DOWN
d _ PIPE (12.5°x14" ELLIPSE)
8
SECTION THRU CHAMBER SECTION THRU PLAN VIEW
NOTE .
1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED
AT THE INLET AND OUTLET WHERE APPLICABLE.
2. THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/
VENT PIPE.
3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE
OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331,
5725760, #5; 53115, #5849181.
Biu ` •i ,
w
a
w
Z
0
J
D D
F -
Z W
2 Zt0
U
Q_W WQJ
J
J(0>
d Q W ZJ
J_ Q
O>coo
O
m
O
UO01!!
Z 00Io
U
NO y+ o Q000N.,
C7 X
w170P
Q O
It
1
00
t Q
H 't
00
o
w
O
i•- Cn
Q
M OXz
fid r
C*4 U U
W<
WRWZ
W
t
N_0N W r
W 11 m
r 0
Z W —
0j0%
WINOI--
Z=
0'
mp o O
Z Z
WW WS
Z Y O
jEF_C0iLE:
W Co W CO
z
o00*
z
p 0 C)
W ~ W
Z
0
JZf
oaQs1a
L_L QFWa
NFF-- Z
U' Z Q 9W
VJ
Li
O nfl.U1 W
w- o
to5.
a
QCrWa
Ils.i
y
m V
MW a
1+
Z
n W
LL WQOFZ
xaoc3
W
J
w
U
maf Li
5'" V) UJIZ
1131- W 0
OU 0w
w
a
w
Z
0
J
D D
F -
Z W
2 Zt0
U
Q_W WQJ
J
J(0>
d Q W ZJ
J_ Q
O>coo
O
m
O
UO01!!
Z 00 Io
U
NO y+ o Q000N.,
C7 X
w170P
Q O
It
1
00
t Q
H 't
00
o
w
O
Q fid r
C*4 U U t
N_0N W r
W 11 m
r 0 C)
Z=
0'
mp o O
Z ZZYO
W Co W CO
z O z
p 0 C)