HomeMy WebLinkAboutItem III (C) Approval adn Acceptance of Silver Glen, Phase II, Village I - Final Subdivsion Plans AGENDA 7-20-93
"CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item III C
Ocoee
CITY OF OCOEE RUSTYIoff oN
Or
"" ceal '0_,,,
. 150 N.LAKESHORE DRIVE PAUL W.FOSTER
v O OCOEE,FLORIDA 34761 VERN COMBS
�+� ??.}? (407)656-2322 SAM WOODSON
y4 op Gov CITY MANAGER
ELLIS SHAPIRO
SRP-395
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COMMISSION
FROM: BRUCE C. BEHRENS, DIRECTOR OF PLANNING;,
DATE: JULY 14 , 1993
SUBJECT: SILVER GLEN P .U.D. , PHASE II , VILLAGE I
FINAL SUBDIVISION PLANS
ISSUE:
Should The Honorable Mayor and City Commission approve the Final
Subdivision Plans for Silver Glen, Phase II , Village I?
BACKGROUND:
Zoning: PUD
Site Area : 16 . 35 Acres
No. of Lots : 61
Min. Lot Size: 65 ' x 110 '
Min. Living Area: 1200 S. F.
Building Setbacks : Front - 25 '
(Corner lots may be 15 ' adjacent to
roadway - see site plan detail )
REAR - 25 '
SIDE - 7 . 5 '
Projected School
Age Population: 61 Units x 3 . 25 Persons/Unit
Proj . Traffic Generation: 61 Units x 9 . 53 ADT = 583 ADT
100 Year Flood: 100 Yr. Flood Elev . is 121 . 00 Feet
Water/Sewer : City of Ocoee
STORMWATER MANAGEMENT:
Stormwater pond constructed with Phase I of Silver Glen. The pond
is sized for complete retention from a 100 year/24 hour storm. The
lots abutting Spring Lake shall discharge through an environmental
swale to Spring Lake as per the previously approved construction
plans .
DISCUSSION :
Silver Glen PUD is vested for a total of 231 single family home
sites .
Staff Report - Silver Glen, Phase II , Village I (PSP)
July 14, 1993
Page 2
Phase II , Village I of Silver Glen P>U>D. contains 61 units with
65 ' x 110 ' lots (and 70 ' x 110 ' lots adjacent to the Brentwood
Subdivision) . All setbacks are standard.
The City Commission approved the Preliminary Plans on April 20 ,
1993 .
CONCURRENCY MANAGEMENT:
See the attached staff report on concurrency from Janet Resnik.
DRC RECOMMENDATION:
The Development Review Committee reviewed and approved the Final
Subdivision Plans on June 15 , 1993 .
P & Z RECOMMENDATION:
The Planning and Zoning Commission reviewed and Recommended
Approval of the Final Engineering Plans on July 13 , 1993 .
STAFF RECOMMENDATION:
Staff recommends that the City Commission approve the Final
Subdivision Plans for Silver Glen, Phase II , Village I .
BCB/emk
Attachment
"CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR,COMMISSIONER
OcoeeS.SCOTT VANDERGRIFT
4.
° CITY OF OCOEE
RUSTY JOHNSON
w. r 5
Q. 150 N.LAKESHORE DRIVE PAUL W.FOSTER
v O OCOEE,FLORIDA 34761 VERN COMBS
0 2v (407)656-2322 SAM WOODSON
l4 s> CITY MANAGER
Gp GOOD ELLIS SHAPIRO
STAFF REPORT
TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS
FROM: JANET RESNIK, DEVELOPMENT ADMINISTRATOR, CONCURRENCY MANAGEMEN
DATE: JULY 15, 1993
SUBJECT: SILVER GLEN, PHASE II, VILLAGE I FINAL SUBDIVISION PLANS
ISSUE
Should the Honorable Mayor and Board of City Commissioners approve the
Final Subdivision Plans for Silver Glen, Phase II, Village I?
BACKGROUND
Silver Glen PUD received a Certificate of Vesting on November 23, 1992
which granted the development vested rights for traffic circulation and
solid waste disposal (for up to 231 single family units) and for all of
the property for stormwater drainage and recreation and open space
(subject to the Final Engineering Plans and payment of applicable
recreational impact fees) .
Potable water and sanitary sewer capacity has been obtained through
separate Developer Agreements. These agreements provide sufficient
reserved capacity for this phase of the development.
DISCUSSION
The developer has sufficient capacity reserved, either through the
Certificate of Vesting (CV-92-09) or independent Developer Agreements
(water and sewer) for this phase of the development. This evaluation and
the recommendation below is for Phase II, Village I only. Future phases
may have to obtain additional capacity in the areas listed above before
development orders or permits may be issued.
RECOMMENDATION
There are no outstanding concurrency issues that would prevent the
Honorable Mayor and Board of City Commissioners from approving the Final
Subdivision Plans for Silver Glen, Phase II, Village I.
cc: Ellis Shapiro, City Manager
Montye Beamer, Administrative Services Director
Dg�
Ccr
-AA UBDIVISION PLANS
COVER SHEET
KEY SHEET
MASTER WATER / SANITARY SEWER PLAN
MASTER GRADING / DRAINAGE PLAN
PLAN & PROFILE STREET 11131 11
WATER SYSTEM DETAILS
CITY OF OCOEE SEWER
DETAILS
CITY OF OCOEE SEWER DETAILS
DETAIL E
C.C.L.S ,
ENGINEERS SURVEYORS PLANNERS
2600 LAKE LUCIEN DRIVE 0 SUITE 105
MAITLAND, FL.32751 0 (407) 660-2120
r�
IF= 13 1: 1 Im EF= tJ
PHASE 11 VILLAGE I
Ki
LOCATION' MAP N.T.S.
\,
C
OWNER
BROOKSHIRE DEVELOPMENT COMPANY, 1 C.
C/O U.S. HOME CORPORATION
2600 MAITLAND CENTER PKWY.
SUITE 262
MAITLAND, FLORIDA 32751
(407) 660-0881
ENGINEER
CCL CONSULTANTS, INC.
2600 LAKE LUCIEN DRIVE
SUITE 105
MAITLAND, FL.32751
(407) 660-2120
SURVEYOR
CCL CONSULTANTS, INC
2600 LAKE LUCIEN DRIVE
SUITE 105
MAITLAND, FL.32751
(407) 660-2120
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PCITY OF Prn -r
ENGINEERS PROJECT N• 1 i 1`
AGENDA 7-20-93
Item III C
1
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Where a sewer line crosses less than 18 inches below a
water line or is less than 10 feet horizontally from and
18 inches below a water line, the sewer shall be
constructed of high pressure joint ductile iron pipe.
D.I.P. shall extend to 10 feet each side of crossing.
The contractor shall comply with the requirements of the
City of Ocoee standards and specifications for sewage and
water facilities.
Installation of water distribution system shall be in
accordance with the City of Ocoee public utility
requirements. Pipe shall be polyvinyl chloride (PVC) and
fittings SDR 21 conforming to ASTM D1784 and D1785.
Potable water shall bear the National Sanitation
Foundation (NSF) seal. Service connections shall conform
to City of Ocoee.
Water main to have a minimum of 36 inches of cover.
All water service laterals under pavement shall be
encased in 1 1/2 inch Schedule 40 PVC pipe.
All service laterals shall be stubbed up a minimum of 18
inches above final grade at a point approximately 7 feet
from back of curb, and connected to a 2 x 4 stake.
Deadman type thrust blocking shall be utilized on all
stubs.
See plan and profile sheets for sanitary sewer sizes and
inverts.
See sheets q� t f 0) for sanitary and water details.
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Where a sewer line crosses less than 18 inches below a
water line or is less than 10 feet horizontally from and
18 inches below a water line, the sewer shall be
constructed of high pressure joint ductile iron pipe.
D.I.P. shall extend to 10 feet each side of crossing.
The contractor shall comply with the requirements of the
City of Ocoee standards and specifications for sewage and
water facilities.
Installation of water distribution system shall be in
accordance with the City of Ocoee public utility
requirements. Pipe shall be polyvinyl chloride (PVC) and
fittings SDR 21 conforming to ASTM D1784 and D1785.
Potable water shall bear the National Sanitation
Foundation (NSF) seal. Service connections shall conform
to City of Ocoee.
Water main to have a minimum of 36 inches of cover.
All water service laterals under pavement shall be
encased in 1 1/2 inch Schedule 40 PVC pipe.
All service laterals shall be stubbed up a minimum of 18
inches above final grade at a point approximately 7 feet
from back of curb, and connected to a 2 x 4 stake.
Deadman type thrust blocking shall be utilized on all
stubs.
See plan and profile sheets for sanitary sewer sizes and
inverts.
See sheets q� t f 0) for sanitary and water details.
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VOLUME IN ENVIRON. SWALE
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121
17
EXISTING STORM�?NATER STRUCTURE 7j)s (FF141eg) EXISTING ELEVATIONS
118 DRAINAGE SUBBASIN BOUNDARY
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PROJECT NO.
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SHEET
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UNDISTURBED SOIL
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AREA FOR DEGREE
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SCHEDULE FOR THRUST BLOCK AREAS
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NOTE : THRUST BLOCK AREAS COMPUTED ON BASKS OF 2,002
LES. PER SQ. FT. SOIL RESISTANCE BEARING. (2,000 MIN.)
SEE NOTE 5
fig„
MIN.
AREA (SQ. FT.)
WOOD FORM BOARD
CONCRETE
BEHIND BELL SHALL
THRUST BLOCK
NOT INTERFERE
WITH JOINT (TYP)
EDGE OF TRENCH
SCHEDULE FOR THRUST BLOCK AREAS
�z
PIPE
SIZE
(INCHES)
900
BEND
(SQ.FT)
450
BEND
( SQ. FT
221/2°
BEND
(SQ. FT.)
111/4°
BEND
(SQ. FT)
TEE a
PLUG
(SQ. FT)
DESIGN
PRESS
(PS 1)
4
1.35
15
.30
20
2.0
150
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NOTE : THRUST BLOCK AREAS COMPUTED ON BASKS OF 2,002
LES. PER SQ. FT. SOIL RESISTANCE BEARING. (2,000 MIN.)
SEE NOTE 5
WIZ
JI
,
AS RE_Q'D. AS REQ'D.
SET TOP OF VALVE BOX
18"x 18% 6" TO FINISHED GRADE_
CONC. COLLA HOSE NOZZLES
2 OPPOSED /� HYDRANT OP NUT
EXTENSION STEM WITH A 24" TO 48" SQUARE BY 6" REINFORCED
!
�z
;a
s
2" S Q. WRENCH NUT CONCRETE SHEAR PAD SHALL BE INS)_TALLED - - PUMPER NOZZLE
3" CLEAR AT GRADE, BUT 3" TO 6" BELOW THE
AND UPPER GUIDE = TRAFFIC FLANGE, ON ALL HYDRANTSFACING STREET
REQUIRED FOR
. w
MORE THAN 4 DEPTH. !. j; cr FINISHED GRADE 1
-'4 BAR > COMPACTED
i ALL AROUND BACKFILLI i
18 MIN
w C/ " AS R E Q'D' t --�- —-
BOX SHALL NOT -ADJUSTABLE 3
REST ON VALVE VALVE BOX ju- o
OR PIPE - -- -- o°-��� VJ4 LV E B 0 X
DRAINS ---MJ `VLVE
Z -
<1
VALVE (TYPE (PLUGGED) r- 12 SPOOL PIECE Q
AS SPECIFIED)'W
_j4 --MJ HYDRANT
(TYPICAL) -- i UNDISTURBED - ,� r TEE 7 '
o
' WATER SOIL 1 ! % Z a r
_ ..
TYPI CAL SECTION BENDS 5' MI N. (W/2 )+ 2' !, 1 MAIN r 'G TM - ` --
IN
E �NOLITHIC SLAB a
REPLACEMENT PAVE M NTM 0 -SURFACE REPLACEMENT TO BE TYPE S- I ` --_. WATER Z
rr� L_. v
3000 PSI HIGH EARLYMAIN .�
AREA FOR TEE AREA FOR 45° BEND STRENGTH CONCRETE ! •
s Z OR TYPE 3. MIN 1 OVER CUT AREA ,
6x6- 6/16 WWF_/ 2 AND i FOR OVERLY ! TIE RODS EACH SIDE
( c
EXIST ASPHALTIC CONC - 8 CU. FT. OF GRAVEL OR
-VA LV E & VALVE BOX = M
' ooSHALL BE AS � > LL
u SURFACE CRUSHED STONE FOR
CONCRETE SUPPORT
g -� BRAIN SUMP SPECIFIED IN V) J c
MIN (AREA FOR PLUG TYP)DETAIL.J p
1 ---- I _6 12 SPECIAL
--
- - --
_.. 2 _! �o
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EXIST CONC. �_ 2 -0" -W 016 _ (W) _ SURFACE JOINT TO BE
PAVEMENT - (MIN.) TRENC WIDTH MECHANICALLY SAW CUT o
- -
DETAIL -VALVE a VALVE BOX TYPICAL HYDRANT DETAIL
tln: o REPLACEMENT BASE MATERIAL �I w_
j TRENCcx
H WALL TO BE 3000 PSI HIGH EARLY
- STRENGTH CONCRETE
UTILITY PIPE __ ,.�. BId W >
-- -
V-_
J Bd r.. (SEE NATE
PORTLAND CEMENT _j Q (SEE NOTE O
U
Q —�
TEE WYE CONCRETE SURFACE ASPHALTIC CONCRETE SURFACE 3 m COMPACTED BACKFILL
r
COMPACTED Y
_ ,t SELECT MATERIAL-—,
ATERIAL
+
ow o >.
NOTE TRENCH WIDTH (W) PIPE DIAMETER+2' z> a`
AREA FOR TEE w -- COMPACTED BACKFILL
Bc/4 (6" MIN.) N
o
STANDARD ROADWAY OPEN CUT DETAIL �Q -
L
Q -- - -----COMPACTED SELECT 1 .�
LIMITS DETAIL ® �-,--, S LECT N, --__r_
f Y
(PAYMENT L S )
WOOD BLOCKING (TYP) =" z Bc MATERIAL -i-., Bc/4 (4" MIN:)CL
_N
EDGE OF `o � a" ` v _ � -, �
_ - --COMPACTED GRANULAR
TRENCH
- -- _ X �. CONCRETE
NOTES' E- � � ' BEDDING MATERIAL ,�' �, � � CONCRETE
_ -- - _-
THRUST BLOCK 0 S w � , � , : 4 T
(TYP) t. w Q PIPE BELL " w) _ . \ �X/ BC/2 � � o'\; y � _ � a
�. AREA FOR > E- 3 * - - _ B c/2
Be I
v c t
y I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST T
PLUG o ,,. 2} �.. Bc/4 (4'M IN.)
o ?? i BC/4 (4"M IN.) --
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN UNDISTURBEb
-_ - ` UNDISTURBED' SOIL
AREA FOR PLUG DISTURBED, EXCAVATE ALL LOOSE MATERIAL ANC EXTEND SOIL ' ', ? (SEE NOTE 2) *"
06 B Bc/4 (6 MIN) PIPE COMPACTED GRANULAR
TO UNDISTURBED MATERIAL. (TOTAL} 1%�:
i BELL BEDDING MATERIAL
PLUG TEE WITH PLUG
2. EXTEND THRUST BLOCK FULL LENTH OF FITTINGS. PUT '
NORMAL TRENCH GRANULAR _ BEDDING.... CONCRETE CRADLE CONCRETE ARCH ENCASEMEN 1
BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE- ---
AREA FOR _ _
AREA FOR TEE e PLUG -- JOINTS SHALL NOT BE COVERED BY THRUST BLOCK
3: ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES �� ��
C LASS B BEDDING - NORMAL CONDITIONS CLASS A BEDDING- SPECIAL CONDITIONS
OF THRUST BLOCKS.
A.
C
r v=' 4. THRUST BLOCKS SHALL BE USED IN COMBINATION AS -- s
t - COMPACTED BACKFILL OR
{.. M
7 AREA FOR FI
AREA FOR PLUG _ _ __ Y REQUIRED, TO SUIT THE SPECIFIC FITTING ARRANGEMENT: OTHER NISH 9
.41
PLUG oN f
6x6- 6 /6 WWF-,. _
`o 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE �, -SCREENED $LDDING 8t TRENCHING NOTES -� u W
Q W
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT FINISH _ Q
; _ 0 U 0
SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN I Bc PIPE 0 D. ( 2,000 PSF AS REQUIRED ° . ®. Z 8 = TRENCH WIDTH AT TnP OF PIPE
6 MINI , CUT OFF TO
MAX. Bd= 8C+24��
6.' ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH -- 1 -- -,
:o BE REMOVE=D MIN. Bd= MAX. DIM Fcn,
0 BELL+$ (UN SHEETED TRENCH.)
PRESERVATIVE. im-1.2.-� rte: ,
l I, MAX: DIM: OF BELL + 12' (SHEETED TRENCH)
MIN. ` +BRACING
M END PLUG CROSS WITH PLUG
CROSS WITH TWO PLUGS
TEE WITH ', �----� '`- � - 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL
COMPACTED BACKFILL
- BE AS 'REQ D TO REACH SUITABLE FOUNDATION. FOR
AS SPECIFIED FOR I� „
. BEDDING -TYPE __ _-� r
12 MIN. NON -CUSHIONING MATERIAL DEPTH SHALL BE 6
THRUST BLOCK DETAILS SERVICE CONNECTION NOTES.
---� -- BELOW BOTTOM OF UTILITY
"CORPORATION t
I. SERVICE CLAMPS (DOUBLE STRAP) SHALL BE USED PIPE BELE: ,., - .:�
3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY
STOP W/SERVICE FOR ALL WATER MAIN CONNECTIONS OTHER THAN DUCTILE IRON. I' \ SHEETING w
CLAMP AS REQ'D. __ INVERT IF REQUIRED FOR LATERAL SUPPORT OR
UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN
2 CURB STOPS SHALL BE PLACED AT R/W LINE AND PLUGGED J
�� 4" n / BELOW PIPE INVERT, SHEETING SHALL BE CUT JFm
�-I x3/ WITH TERMINAL DEPTH OF 15 BELOW FINISH GRADE.
BRANCH CONN. q r nl OF f- A MINIMUM OF 12" ABOVE -TOP OF PIPE , >
WATER MAIN �Q
S cn
3. METER SHALL BE INSTALLED IN THE R/W AT THE PROPERTY OR HIGHER AS AUTHORIZED BY THE ENGINEER, _ �-
j, T \ LINE IF SIDLWALKS ARE PLANNED, APPROPRIATE METER BOX WILL ® AND LEFT IN PLACE. IN NO CASE SHALL SHEETING cn
-
! BE SUPPLIED AND INSTALLED BY THE COUNTY. B d d LEFT IN PLACE EXTEND HIGHER THAN 30" BELOW
I WATER MAIN _ -
1 8 3/4 CURB (SEE NOTE I) SURFACE GRADE UNLESS_ SPECIFICALLY APPROVED.
STOP -1 T - G.
\ , ; PROTECTIVE CONCRETE SLAB SHEETED TRENCH BRACING SHALL BE PROVIDED AS REQUIRED.
Uj
V 3/4 CURB STOPS(TYPk / 3/4 CORPORATION g'
qR STOP W/SERVICE , I�
S
CLAMP AS REQ D. -�.
y SPEC.AL DETAIL
v
40
i It,
INSTALLATION & BOX ,
N
\ METER INSTALLATION 8s 0 F a -: 2 �S
BY COU TY __-_FINISHED !
BY COUNTY � � _
GRADE I,; ,.2 9O ELL PIPE BE DD I N G AN D TRE N C H I NG DETA 1 LS .,
RIv� 2" 90° E LL l r{@�
-METER BOX W/COVER CI � OF 0`0EE.
_
DOUBLE METER SETTING SINGLE METER SETTING - -_ + _ SCALE
-1 STANDARD DETAILS
6 OF GRAVE L OR NONE
MAINM-- 8 CRUSHED ROCK
e
BEDDING. WATER SYSTEM
STEM PROJECT NO.
�I-YPICAL SERVICE CONNECTION DETAILS CITY OF OCOEE 7007-03 NOTE : INSTALL METERS 8 FROM R/W ON STREET SIDE BLOWOFF VA LVE SHEET
OF 10
PRECUT (SAWED)P.V C.
HALF -PIPE CHANNEL BELL -END RAISED ) /2 LETTERS
PIPE PIECES " " I" DIA. ANCHOR FLUSH WITH TOP OF COVER
FOR FLOW THROUGH PV. C. T BRANCH (TSP.)
MANHOLE MAY BE USED (TYPICAL) _zBOLT HOLES
MANHOLE WALL
cD
�. I a i� 2- NON PENETRATING PICK HOLES
END OF CHANNEL /2 PIPE DIA:
TROWEL -FINISH i i FOR TERMINAL _ --- --- --- INFLUENT \\���
CONCRETE BENCHING MANHOLE SEWER MANHOLE FRAME & COVER SHALL 12
BE N° 430,(FR�AME WT 255#ro
BRICK AND °' ' ° MASS CONC. TO BE POURED COVER WT. 1304), AS MANUFACTURED - \
i MORTAR DAM i AFTER PIPING IS IN PLACE BY U. S. FOUNDRY & MFG. CORP, OR
STUB -OUT s I APPROVED EQUAL. SANITARY
P.V.C. STOPPER i i�oQ BELL -END PIECE i 6"MIN.ALL SIDES 223/4'(COVER)
- — MACHINE
ELEVATION TO MATCH i i 2 2 15/16"(F RAM E) MATING
CROWN OF EFFL. SEWER ,. , 90° P:vC.CUT ELBOW SURFACES ��i \\��
1 /
v _ I i
oQ I I A I" TYPICAL BENCHING �) . 4 ' '
0
CONCRETE BASE �� F AS REQUIRED -- - ° ' -
:b.;. a.: 0 20 /g
GP p� i 24
EXTEND M.H. BASE OUT
Q, x UNDER DROP CONNECTION 36
(INTEGRAL POUR) PLAN HAND PLACED
SELECTED BACKFILL
12' 12..
TYPICAL MANHOLE PLAN STANDARD DROP CONNECTION STANDARD MANHOLE FRAME & COVER MAX. MAX it
12
COUPLING ADAPTER WITH
RUBBER GASKET FOR MIN. \
DRY JUTE CAULKING WITH MANHOLE MANHOLE CONNECTIONB. 7. 2.3.5 ,� \
JC- 60 JOINT COMPOUND WALL
� 0
PRECAST MANHOLE OR SEAL W/"EM RECO" GROUT
BEDDING AND BACKFILL PLACED IN LIFTS
WALL OR APPROVED EQUAL Bc/2 . NOT EXCEEDING SIX (6) INCHES IN THICKNESS
--
MANHOLE I:PVC. 4"'
�
INVERT , . NoMA�
E . STANDARD BEDDING DETAIL
MIN. i.:; -TRENCH.:: BOTTOM,
MANHOLE V. PIP
FOR P.V.C. GRAVITY SEWER PIPE
SET COVERS FLUSH IN PAVED AREAS & AT INVERT -
ALL BEDDING IN COMPLIANCE WITH
ELEVATIONS SHOWN IN UNPAVED AREAS
" BEDDING AND BACKFILL COMPACT (ASTM Do 32 I
MANHOLE FRAME & COVER
FRAMES BEDDED IN MORTAR
MAX TO FIRST JOINT ION - 74)
DENSITY TO 95% MODIFIED PROCTOR
A.A. S. H.O. T-180 (A. S.T.M. D-1557) N OTE: NORMALLY CLEAN BACKFILL SHALL BE USED AS A 6" MIN. BEDDING FOR PIPE.
HOWEVER, WHERE UNSTABLE TRENCH BOTTOM CONDITIONS ARE ENCOUNTERED,
SPECIAL DETAIL
MANHOLE FRAME COVER AS DETERMINED BYTHE INSPECTING ENGINEER A`SUFFICIENT DEPTH OF THE
UNSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH 1/4"- 3/4CRUSHED
--- -- 2 COURSES OF BRICK (MIN.) FOR PVC. PIPE CONNECTION SET COVERS FLUSH IN PAVED AREAS AT STONE GRAVEL U.S.C. S.
4 COURSES (MAX.) r/ � � ( SOIL CLASSIFICATION -CLASS I), OR CRUSHED SHELL
ELEVATIONS SHOWN IN UNPAVED AREAS T
r
I'- 6" M I N .
it
8"
3'-0"MAX. --- 21 0_
cn
w
BITUMASTIC_COATINGS__
PER SPECIFICATIONSa
4'- 0" 5" >
--- ---- MIN.
v
w
SEEJOINT DETAIL x
-- -- -
(TYPICAL) Q
CONCRETE FILL BEN,CNI NG_,
GROOVE TO BE FORMED WITH „12" ui
w
AN ACCURATE BELL RING FORM. L Q
SEAL WITH COAL TAR MASTIC - O 8D
O THE SPRING LINE OF THE PIPE TO STABILIZE THE PIPE BEDDING, WHEN DRY �-
rUNSUITABLE MATERIAL (I.E. HARDPAN ) IS ENCOUNTERED AT THE TRENCH
PRECAST MANHOLE FRAMES BEDDED IN MORTAR BOTTOM, GRADED SANDS MAY BE USED FOR PIPE 'BEDDING.
PI PE CONNECTION
2� 0" _ 5'(M IN.) (W/2) + 2'
1/2"CEMENT PLASTER \ REPLACEMENT PAVEMENT MONOLITHIC SLAB
-3000 PSI HIGH EARLY — SURFACE REPLACEMENT TO BE TYPE S-1
N
INSIDE AND OUTSIDE, ��� STRENGTH .CONCRETE Z OR TYPE 3. MIN. 1 j2 OVER CUT AREA
INSIDE WALL OUTSIDE WALL PLUS BITUMASTIC 6x6-6/6WWF 2
AND I FOR OVERLAY
j --- COATINGS PER aD EXIST. ASPHALTIC CONC.
SP ECI FI CATI ONS.
a 0 P a SURFACE
PRE -PRIMED BRI------
CK_T
JOINT SURFACES MIN.
_ �t�I'-6' � z1-12.
PRE- PRIMED —
JOINT SURFACE PRE -MOLDED PLASTIC EXIST. CONC. L 2'-0" (W) SURFACE JOINT TO BE
PAVEMENT
SEALER WITH (MIN. TRENCH WIDTH MECHANICALLY SAW CUT
o _
PROTECTIVE WRAPPER o TRENCH WALL
o REPLACEMENT BASE MATERIAL
(WRAPPER TO BE REMOVED) w - TO BE 3000 PSI HIGH EARLY
8" DIA.__.__ STRENGTH CONCRETE
SQUEEZE -OUT MIN. D a UTILITY PIPE _ NOTE: TRENCH w�DTH (w) _
COMPLETED JOINT CONCRETE FILL „12 cn ,
° " 6" 6" WITH SQUEEZE -OUT BENCHING TROWEL it w PIPE DIAMETER + ?_
DEWITT N- 10 OR APPROVED - ---
� 611
� PORTLAND CEMENT
EQUAL, OR JOIN SAME AS M I N. _-- M I N. FI NISH
CONCRETE SURFACE
�
MIN. ASPHALTIC CONCRETE SURFACE
DETAIL FOR RISER SECTION
m
s- �_
`D STANDARD ROADWAY OPEN CUT DETAIL
J =m COMPACTED GRAVEL OR #4 BARS Cad 9"O.C..
4 BARS 9 O.C. 0 CRUSHED STONE -�
_ EACH WAY
EACH WAY P0 (PAYMENT LIMITS DETAIL)
rn
SQUARE CAST -IN-PLACE ROUND PRECAST CONC. BASE SQUARE CONC. BASE
CONC. BASE INTEGRAL WITH BOTTOM RING - --
PRECAST CONC. MANHOLE DETAIL
ALTERNATE -PRECAST MANHOLE TOPS:
I. APPROVED CONCENTRIC CONE
DESIGN MAY BE USED AS AN
ALTERNATE.
2. APPROVED FLAT SLAB TOP MAY
BE USED AS AN ALTERNATE
(6"MIN. THICKNESS)
3. TWO COURSES OF ADJUSTMENT BRICK (MIN.),`
WITH FOUR COURSES (MAX.) SHALL BE
REQUIRED BETWEEN ALL PRECAST
MANHOLE TOPS AND COVER FRAMES.
OP i
(CAST IN PLACE)
JOINT DETAIL
PRECAST SECTIONS BRICK MANHOLE
STANDARD MANHOLE DETAILS
MANHOLE NOTES
MANHOLE STRUCTURAL DATA
WALL THICKNESS FOR BRICK MANHOLE
BOTTOM SLAB THICKNESS
MANHOLE
DEPTH IN FEET
WALL THICKNESS
I N ' INCHES
BETWEEN DEPTHS SHOWN
THICKNESS IN INCHES
BETWEEN DEPTHS SHOWN
TO 10'
8"
8"
10' TO 15'
12
10"
15' TO 20'
16"
(4"
BELOW 20
AS APPROVED
I AS APPROVED
JUN 1 8 1993
.
MANHOLES SHOWN ARE FOR SEWER SIZE 8 THRU 21 . FOR LARGER SEWER SIZES, SPECIALLY DESIGNED
Ua
MANHOLES SHALL BE PROVIDED.
2.
SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH "EMBECO" GROUT OR APPROVED EQUAL_
C.C.L. CONSULTANTS, INC.
DRAwN
LEN
A'L E
NONE
3.
DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE
INVERT OF THE MANHOLE
ENGINEERS SURVEYORS PLANNERS
PHASE 11 VILLAGE I
PROJECT NO.
4.
DROP PIPE AND FITTINGS SHALL BE EQUAL IN SIZE TO THE INFLUENT SEWER.
-
DESIGNED
7007-03._
5.
CONNECTION PIPES TO MANHOLES HAVE BEEN DETAILED AS VITRIFIED CLAY PIPE AND SHALL BE
2600 LAKE LUCIEN DRIVESUITE 105 • MAITLAND, FL. 32751 • 407 66072120
n .CITY
OF OCOEE
MODIFIED AS REQUIRED FOR OTHER APPROVED MATERIAL.
POMPArvo ORLANDO vEtto
CHECKED-"
SHEET
DATE 7j'7i(0l
DETAILS
OF
"DOWNSTREAM" _ ___ _..__._AS REQIC._�___
LOT LINE
"Y"BRANCH WITH 6" SPUR -
-i 6"- 30° CURVE
1\ t_IYI V V P11% 1_; Lt_ J 1 VI 1 1-1\
SET IN JOINT COMPOUND
SEWER MAIN
SIZE VARIES
FINISHED GRADE AT PL.
RMINAL DEPTH AS
_QUIRED FOR"HOUSE"
_RVICE (3' MINIMUM)-(TYP)
ROTATE 30
(TYP)
A
"Y" BRANCH WITH
6" SPUR
/-611- 30° CURVE
REMOVABLE STOPPERS
SET IN JOINT C MPOU N
//ERVICE LATERAL;
_*j 6"x 411DOUBLE"Y"
BRANCH, OR
ALTERNATE,2-6'1x411
P L A N SINGLE 'IY" BRANCHE
-SEWER MAIN
i
Bd
( SEE NOTE 1 )
U)
JJ j
QQ w i
3� m
r
( SEE NOTE I )
7 -Ir � COMPACTED v
zui 0 _ COMPACTED BACKFILL SELECT MATERIAL Bc
I -Q a 1
-- COMPACTED SELECT
= Bc MATERIAL
Qz cv; z I Nz PIPE
COMPACTED BACKFILL
OR OTHER FINISH
6 x 6 -6/6 WW F-
SCREEDED
FINISH '
�'��--- AS REQUIRED
611 MIN -- ,.q.�- ez._.:a�•�D••
CUT OFF TO
° BE REMOVED
`COMPACTED BACKFILL L 1-2" _
MIN. BRACING
Bc/4 (6" MIN.) COMPACTED BACKFILL
AS SPECIFIED FOR 1211 MIN
BEDDING TYPE
.,CONCRETE CRADLE CONCRETE ARCH ENCASEMENT PROTECTIVE CONCRETE SLAB SHEETED TRENCH
FINISHED GRADE AT PL. CLASS IIB11 BEDDING - NORMAL CONDITIONS II II r
CLASS A BEDDING -SPECIAL CONDITIONS SPECIAL DETAIL
w
z_
J
(31
SLOPE TO TERMINAL DE
AT 0.01 '/1 MIN. (TYP)
SINGLE "HOUSE1t CONNECTIONS DOUBLE" HOUSE" CONNECTIONS
PROFILE
SERVICE CONNECTIONS DETAILS
SERVICE
Hz
PI PE
SIZE
(INCHES)
-COMPACTED GRANULAR
-� BELL
'
e --Bc/4 (4"MIN.) PIPE BELL
�
FITTINGS;
J
�w_j
PIPE BELL /
BEDDING MATERIAL
CONCRETE -;�
\'.' ° CONCRETE
\
SHEETING
qp 2. PIPE SIZE FOR
UJ
SPECIFICALLY
DESIGNED
FOR THE NUMBER
o
18"x 18"x 6"
LT LINE
O
O_�_
> ��
-
, Bc
TO FINISHED GRADE
'
--'
2
Bc/2—
Bc/2
z
UNDISTURBED
SOIL -
2
`����'', ��-{SEE NOTE 2)
Bc/4 (4"MIN.)-' �`.
i - ' Bc/4(411MIN.)
-�
REQUIRED FOR MORE
(TOTAL)
—
UNDISTURBED SOIL
Bc
44
>
Bc/4 (6"MIN)--�
COMPACTED GRANULAR BEDDING MATERIAL
Bd
�(r
NORMAL TRENCH
GRANULAR BEDDING
ALL AROUND
(SEE NOTE I )
.,CONCRETE CRADLE CONCRETE ARCH ENCASEMENT PROTECTIVE CONCRETE SLAB SHEETED TRENCH
FINISHED GRADE AT PL. CLASS IIB11 BEDDING - NORMAL CONDITIONS II II r
CLASS A BEDDING -SPECIAL CONDITIONS SPECIAL DETAIL
w
z_
J
(31
SLOPE TO TERMINAL DE
AT 0.01 '/1 MIN. (TYP)
SINGLE "HOUSE1t CONNECTIONS DOUBLE" HOUSE" CONNECTIONS
PROFILE
SERVICE CONNECTIONS DETAILS
SERVICE
CONNECTION NOTES;
PI PE
SIZE
(INCHES)
1. SERVICE CONNECTION
DETAILS ARE BASED ON
VITRIFIED
CLAY PIPE AND
FITTINGS;
MODIFY FOR OTHER
APPROVED
TYPE OF PIPE.
.'15
.3
• Z
qp 2. PIPE SIZE FOR
MORE THAN TWO CONNECTIONS SHALL BE
SPECIFICALLY
DESIGNED
FOR THE NUMBER
OF SERVICES.
18"x 18"x 6"
SET TOP OF VALVE BOX
CONC.COLLAR
i
TO FINISHED GRADE
EXTENSION STEM WITH
211 SQ. WRENCH NUT
C°
311 CLEAR
W
AND UPPER GUIDE
REQUIRED FOR MORE
—
1 THAN 4' DEPTH.
44
>
BAR
m
ALL AROUND
UJ
NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF
LBS. PER SQ.FT. SOIL RESISTANCE BEARING.
(2,000 MIN)
SEE NOTE 5
0
BOX SHALL NOT
� ALL CAST
U
REST ON VALVE
IRON ADJ.
p
OR PIPE
VALVE BOX
VALVE (TYPE a
AS SPECIFIED) o
AM
CONC. SUPPORT
(AREA FOR PLUG, TYP)
SEWAGE FORCE
MAIN OR WATER
MAIN
DETAIL -VALVE & VALVE BOX
PIPE BEDDING AND TRENCHING DETAILS
PTH AREA FOR TEE
•O. O
EDGE OF
TRENCH - - -
1
(TYP)
AREA FOR PLUG
AREA FOR PLUG
CROSS WITH PLUG TEE WITH PLUG
AREA FOR
AREA FOR TEE DEGREE OF BEND
CONC. THRUST
0 0 0
BLOCK (TYP) °
UNDISTURBED
MATERIAL
- - (TYP)
WOOD FORM BOARD
BEHIND BELL SHAL
NOT INTERFERE
WITH JOINT (TYP) EDGE OF TRENCH (TYP)
TEE BENDS
AREA FOR 450 BEND AREA FOR TEE
AREA FOR PLUG
WOOD BLOCKING
(TYP)
WYE TEE WITH END PLUG OFFSET
(AS REQUIRED)
AREA FOR UNDISTURBED SOIL
PLUG -7 (TYP)
TRENCH \ EDGE OF
WIDTH = CROSSCUT
a:
X
THRUST
FITTING 1811 /
MIN. L
ALSO TYP FOR CONCRETE THRUST BLOCK
INDIVIDUAL PLUG AREA (SQ FT)
THRUST BLOCK
CROSS WITH TWO PLUGS - TYPICAL SECTION
SCHEDULE FOR THRUST BLOCK AREAS
PI PE
SIZE
(INCHES)
900
BEND
(SO. FT)
450
BEND
(SQ.FT.)
22%2 °
BEND
(SQ -FT.)
04°
BEND
(SQ.FT)
TEE 8
PLUG
(SO. FT)
DESIGN
PRESS.
(PS. 1.)
4
1.35
.'15
.3
• Z
Z•O
150
i
i
NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF
LBS. PER SQ.FT. SOIL RESISTANCE BEARING.
(2,000 MIN)
SEE NOTE 5
THRUST BLOCK NOTES:
I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO
UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD
IN FRONT OF PLUG BEFORE POURING CONCRETE. JOINTS SHALL
NOT BE COVERED BY THRUST BLOCK.
3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS.
4. THRUST BLOCKS SHALL BE USED 1N COMBINATION, AS REQUIRED,
TO SUIT THE SPECIFIC FITTING ARRANGEMENT,
5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE,
.AND/OR SOIL RESISTANCE BEARING IS LESS THAN 2000 PSF
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH
PRESERVATIVE.
C.C.L. CONSULTANTS, INC. DRAWN
THRUST BLOCKDETAILS ENGINEERS SURVEYORS PLANNERS
DESIGNED
2600 LAKE LUCIEN DRIVE • SUITE 105 • MAITLAND. FL. 32751 • (407) 660-2120
POMPANO ORLANDO VERO CHECKED
BEDDING & TRENCHING NOTES
1
I. Bc = PIPE O.D.
Bd = TRENCH WIDTH AT TOP OF PIPE
MAX. Bd = Bc + 24"
MIN Bd = MAX. DIM. OF BELL+811 (UNSHEETED
TRENCH) MAX. DIM. OF BELL+1211 (SHEETED
TRENCH)
2 DEPTH FOR REMOVAL OF UNSUITABLE
MATERIAL SHALL BE AS REQ'D TO REACH
SUITABLE FOUNDATION; FOR NON -CUSHIONING
MATERIAL, DEPTH SHALL BE 611 BELOW
BOTTOM OF UTILITY,
3. SHEETING SHALL BE DRIVEN BELOW THE
UTILITY INVERT IF REQUIRED FOR LATERAL
SUPPORT OR UNSUITABLE MATERIAL
REMOVAL. WHERE DRIVEN BELOW PIPE INVERT,
SHEETING SHALL BE CUT OFF A MIN. OF _
1211 ABOVE TOP OF PIPE, OR HIGHER AS
AUTHORIZED BY THE ENGINEER, AND LEFT
IN PLACE. IN NO CASE SHALL SHEETING
LEFT IN PLACE EXTEND HIGHER THAN 3011
BELOW SURFACE GRADE UNLESS
SPECIFICALLY APPROVED. BRACING SHALL
BE PROVIDED AS REQUIRED.
n
I JUN 1 8 9993 4 a x i:i
r L
CITY OF OCOEE
SCALE
SILVER GLEN
NONE
PHASE 11 VILLAGE II PROJECT No.
CITY OF OCOEE7007-03'
SHEET
SEWER DETAILS 9 nF 1
9" 6" 'T No No 6 Top So,,
`._IO No 6 So, tom Bars
21 T to, 3 -6 • S4uau,e BWIDM
181 to,,4'-0" Scutt urs 501' m
No 7 Bar tom Bars
9..
No 6 Bon At 9' C,n -
1-
--6• �' N. 4 Bon A, 6'Ctrs
v
-"t
DIMENSION 9 REINFORCING
SECTION FOR TYPE E CURB
G
4.- 0' E.
DIMENSIONAL SECTION
}---•""+ ---+-- No 6 Bars Unless
Stwrn
No 6 Bon A, 9"Cv1 __4- No 6 Bars At 9"Ctrs
No 6 Bar,
No 7BOr,- 14.14
A, e' C,•• �•1 'rte/- ..0 4 Bar, A, 8'Cvs
Bath won --
4. o' oromete•
REINFORCING SECTION
4'-0" DIA. STRUCTURE BOTTOM ( SECTION AA)
GENERAL NOTES
TT a•oer one sioD ^� ODt on ,C <on wm ".,n rte ,nej,re c,or, +oar oM
e,a a•oee o �M D•oDo,•E,a 4r.o+ onelw DPOfr
P. -,D
Mrnwr{. ruo4,t,xn. .de Dr,o.n ocr e, O.nOq BrnE U � .Mn nrUo ,
3 sr, , n ,n ., il- .n mum car., vuH, o,M .•+• +no.n In,r� root ,n0 � N r.�n•
4 Tie •D .o ow w o w„ root vicet 2.3 9 < D, a ew•+ ru[ ee .ern m.ca
� pn.. •w [ ..rr r • ,.DDw ow .,�• M o:. row o0b
F ,o. wearme o- oermn +» �n Err aC 20.
' • , •° De + .,n ,, ..[ ono Gunrr T. E anJ r Lo<v r ou +gar o Orae+ on
b roCt+ uc u.reD arca m+ ,re „wr+ Ne 200
A
Q CII -elf SJPaar• Post
/''•mss'\ � y�t � .
• } v.l.--mss_ _. -- /�... _. ^�.�
}. ,� � ,see, b,•.
-1 r ---7 7-.__-
TABLE ,L,F VARIABLE DIMENS1045
OWENSiOh 3-6'
B
SLAB REINFORCING INLETS 1,2,3 and 4
1 I
1
1
24" MIAMI 24
Cu U7
�",c 8" Rlggor►
(T�VTVJt,iv /yVr\�C. LJIv\Vv •- ^ L/r,rV 1 I\/ •.
sEE NOTE �-' : �o� - - `'�Q� � .VII- - --�XIsT_TELE• (ZISFii�
757 I TO
ULVER STAR ROA
PROPOSED ENTRANCE
PROPOSED 51 WIDE SIDEWALK
NM-
\/ARIES \/ARIES 1 PROPOSEDR/W
PSE6 PLAN SHIM. -- --- ( II r r I `if � /MF'RQ1/EMEI�I TS BY pTN�RS
4r I I �� u [ I(
� SH i I II
i I ENTRANCE TO LAKE
N1,I.C. OLYMPIA ESTATES
IZn MATCH NAT. �ZAi II ) (I I. ALL DISTURBED AW -E
CGRouQP II VIII iN F D.O.T- Wlnl.
CCQC. 0JERL�Aa I I I I I
' 2. SAW C T E REMOVE E ST.
S' •.( -"j B I Z rvPE5-I f�SPHAL. 1� ouC. SOD
IB S.DD°. FD - T SHOULD PAvEME1IJ 1,4 P.
J
i `_IO" LLIMEROUL 5A5e, PIZIMED 4" 0Q 60 SIDE
Jo
L.-
-� _12_GTa13. SUB-( 3.T 21 PIcJ G TO
- --- 00. 1 'l 34(0
INLET TYPE I ----A'
Inlet Type 2 STmmetrlcai About �, �' Co � � RA � R- TO O'v T (
51fJALE DE @ LJQT"1 L EL EV- VARIE
MA1"C(t c� e,cIsrING DE. SEE SITE PLAN
'c. a, a!„j„_-____.-_'._-_�°nr
.[•.._-_____...._ ..,____5 ..__
TYPE A SHOWN
SLAB
€ TYPE AorB RISER
TYPE B SHOWN
(n
ALT. A ALT. 5
I .p, K wIDT4,
'
ALLOABLLI'LL OVER ,OP SLAB
MIN. 43x.
'CP
2'-b" UNLESS OTHERWI SL SHOWN
3'-6•
8"
2'
29'
Ab d
b" CTRS. B...
IN PLANS.
8"
2' 1
=L
qb ;
b" :TRS. B.n
I
10"
-
27•
l47 E
o" _�TPS, _.n.
b' 1 6'-0'
B"
2' 1
3•-6•
( TYPICAL )
6.
.'5'
A7 a
b" 'RS.
T o, 6',i 8•-0-
1 10"
i
1'.
a7 o
b"
o
SECTION BE ( Type I and 2)
R BARS
e
Ce
W
I
U W
Z
�
Z
r. B
L Q
®° CL
CL
O
N
q
N
Tto
Y 5' H16H
lisilesse
pd HOOPS
r
r_EV1 GL FEr�CE
5. ?A• x P,Ia130Q Cu Re TER NATES
A R.O.W. L10C .-FP-AUS/
Z4"MIAMI CUP -0.
FILLET EACH2-
5 CORNERqb
. 2'
• ALL AROUNC
eI
., i P L A N 1 I
�[rrnEt a ; ,s•°•,• PLAN Of $LAB {{{...���6• CONC. 2-46 1 �COP.NER FILLE' 6� I �6•Concrera j 12 f 4 ' 7 0 '
�,.�-__-_.- ALL ARCUND *� ^i
`� - s JF -.• IF
BRICK vt I • cI o
._ ____ _. • 2 <, 1 As 4,0 12' CTRS , `.� 4
8
•• E -I , 6' '6- - n- _. --.__.. ---------�. Varves 3'-680Th WAYS _ 3-6'
t 4 HOOPS 12" TRS.
• 3-6 a 4'-O-
c
Hoots Required Far Rtsen IT
° • Hooks Required t eQ yRl •, Fa Risen (TyR) •I -,J ,
DIMENSIONAL SECTION - .i * i I Dta.ForRlwr a E CTRS.
_
44 0 12" CTRS. VERT. * BGTN ti.AYS, I >ol
E": E" c- 9• �'' �t,+e .ee Sno.n - '�' Aa NCOP$
, 9- -
t r
r A tr '-0" TNr ,
• " NO 6 BO , _ C s • o • .: T UAE_S . _RWIS _. J.
Ne 6 Ban At 9 ..,n � _ .,-•-- N E � o J or o 71A. 8 Bnct Or Concrete E -� 7511
�
8 8 Concrete; ' 1 S. _ o ' - %/
-- r oa ••= E g' I N al "Concrete 1 M �..` • N E 1 �'
No 6 8ors - -•
c' et - o3'oI One Cope 005012 Ctn. ■NKrwl Nw.n "< ml ao` 1 DEWALK
t _ oa •.00 i
. �i •o al c•p `c s-:-`'
3.-6. U.1... a- •zc� j,
No7Bors •14 _ i. _// _:. "O -oi"a-z1 I Bother in Center Of 4IPIPE '"4 1 -�.. "� '.0
No i �_:I i (BY HOME BU/LDERSl
6 S , j I y o c= Ye } m 2• Ctrs
No 4 Ban c •a E' PIPE Concrete Wall ✓e,1. In Plane. Moa. Oo.-,
A, 6•C+n I ;i <um�col I 1 •aof C ml .� �•_ TYPE
1 N_ 4 Bon W 9 _,r J- - I W a c N• I I a i
Bern way. a �_. o I El6• Ctn. _ ym _ mo /+
Dtamet rr m 1 E c_ E j + Noris. O e a ' I tiURB
To w uo E _f l� _i- 10..,
REINFORCING SECTION o nu
3'-6" DIA STRUCTURE BOTTOM ( SECTION AA ) �- * See Slob TOMB * r I +
RIGHT OF WAY
ALTERNATE A ALTERNATE B -
TYPE J
FOR INLETS, MANHOLES AND JUNCTION BOXES
2-•6 jF.11.1Eocn Cornu
AH Around S.. Noft;
E'a V
c
.•a
.Ewa - - -Ern•
a a_
w 5 cI •" _ o • E
y.
E NOTES ( TOPS, FRAMES AND COVER): 1 < r ° ` ; _
3.*D.. - - a _ _
i -
/ L All steel bars shall hove 17" m,nrmvn corer unless i ' u Y o o
otherwise shown and shall be hooked where indicated. - o ,
PLA N
L Manhote top Type 7 stabs shall be of Closs.I7 concrete.
Top VIEW Concrete as specified in ASTM 0-478 may be used for
/ %•:"� to TOP VIEW p 1 �o iORHEk i tLIET I °
recast units; see (coeval Nate Na 2.
j o8" Bnch ALL AROUND z' an.•r a o.... w - u
+ / r•..nrr.,.., Lrr.r _-,.. � O , o'
ti 3, Allanhole top Type 7 slobs may be of cast -in-place or 6 Concrete • _
precast cons/rsict.an. The optional key is tar precast lopsd,
TOP VIEW _� - FDO .� e4 12" cl9s.`_ e�a
V .
or►d in lieu Of dowels. Frome and slob openings are to - Ia u
be omitte0 when top is used ovior a )unelian box. Frames
' \ con be adius/ed will, from, one t0 six Caultz" Of brick. CQNNOliP$ ra Ir"--_ 'ol clo c • 3 L'._.--. 1 i vas o`�
1
Vl _ / I ... •r 3i it •I � of ,T ( ' 1 ` c $I p •
4. A,Ionhde t Typo 8 may be of cost -in loco or "Coss I _I E � o o i ) = -�
op r r P Reinforcing Shcll • to a . W i rap 12' Cin ;
/i rs1rs 'v concrete construction or tries construction. For eoncvte Be In Center 1/3 - 1 •rj Boln ways
(/ L G tt Of Contrera WOII E o w
construction, the concrete and steel reinforcement shcll
TI 11 0
Or fhe some as the supporting wall unit. An eccentric
SECTION WALL SECTION SECTION -� •a^••�'•"cone may be used.
aA e °" LtRs
TYPE j TYPE jiVIEW
.n .ro
r« cC-6n , E , z, s, e . BOTTOM VI -r W 'j, A4onhole tops shall be secured to structures by optional 801H WA's
• eOn)ffueliOn 101nYl as shown On Sheet 3of3. -pa a 4" CTRS. BOTH WAYS 4
r.. 3. 5"
CAST IRON FRAMES ALTERNATE A ALTERNATE B
omt
,I 8 All covers to be lots welded to frames of third points Or /
-� -I grouted of third points with epoxy ( total eleven (IU ounces
a l� of mixed epoxy). TYPE P FI I II
UI
- a aor+ a , ••- r• No a e«s n� ,.-. L - V
4" FOR INLETS, MANHOLES AND JUNCTION BOXES
z -"=ear., � C �\ I _j1'I 7. The os ita corers the rep/1851b. t /e oN previous / deep
' �•'--•--'- i rt---, Hames (lroflic ► ee ). The /B5 ID. cover is IM repbcemenl TYPE 'B `
5£CTtoN tri
�•
for all previous � deep tremas (non -traffic typo). CURB
1 , 1 , `ur .",,..u•nur nae B°., ti<. I � -1, _
`,- =•r•«. -,.a ten- ' COVER FOR ALL FRAMES
SII en.t b°c.am 6-Cwrrr Ors, I
GENERAL NOTES
/m :+,•.«,- An 6- -1, ACT � 1. WALLS OF CIRCULAR STRUCTURES fALTE RNATE A) MAY BE CONSTRUCTED OF CONCRETE OR
•vs1 "«... C.a.r,0 Am.D,. -.,j BRICK, BUT RECTANGULAR STRUCTURES ( ALTERNATE B 1 SHALL BE CONSTRUCTED OF
Ci I I I I I L-! ' \f / O• f•,w.aa.e rn A�ao.r• \•, w....,o,n Do..O e'C.nrs 11- s.•w, E11.11 .1,011, e..,. CONCRETE ONLY. THE CONCRETE MAY BE CAST-IN-PLACE,OR PRECAST
tz�;_ / 1n !n• 5.1. R«nlarr..n.nr-}'--'-J'/ Cenc,.rr 6 �T Sb, -„pro .,T, Air it., wlrn AC. 5-- naaa, Con1.e 1 •� ROW
srw..n ver aanw,.r ''•� a'e*e,. s.. ..,I ♦m.D,.' dEmD.m.a ,n AEma9nc. ,ore re. seD 2 WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN-PLACE OR PRECAST CONCRETE 8 ALL STEEL BARS SHALL HAVE I� MINIMUM COVER UNLESS
I. �...y:..:..' w1•�; "«nrw�.••.,. a.En sn... we.. cor,ener �r.u.+.r,... ..o«.. UNITS EXCEPT THAT THE MANUFACTURER MAY FURNISH PRECAST CIRCULAR UNITS IN OTHERWISE SHOWN. HORIZONTAL STEEL IN RECTANGULAR n ..r .0 n.° ease - �_. MI6." -^•f gn», n9 s rr mn .,.w .evil,.•. ea.•••••v snwl ACCORDANCE WITH ASTM SPECIFICATION C478 UP TO 96 IN DIA OR PRECAST CIRCULAR UNITS STRUCTURES SHALL BE LAPPED A MINIMUM OF 24 BAR
3�.:: �C,r
.... A S TM. SPECIFICATION G76, TABLE III, FOR 8 WALL CONCRETE PIPE AND FLOOR SLAB DIAMETERS AT CORNERS
'� as s,• i.. Gs•,.r.r THICKNESS AND REINFORCEMENT ARE FOR ALL TYPES OF CONSTRIJCT10N.
REINFORCEMENT• PLAN REINFORCEMENT PLAN Y•c'a�a. 'L! J-a•a. A5RL;AL 7' CONCQ�7,f
a' 3 ELLIPTICAL STEEL, ASTM SPECIFICATION C-76,TABLE III,B WALL, IS MODIFIED TO USE A
SECTION " COL LAQ CIRCULAR CAGE OF STEEL AREA EQUAL TO THAT OF THE ELLIPTICAL CAGE AND PLACED
IN THE CENTER ONE-THIRD OF THE WAIL. THIS MODIFICATION IS FOR PRECAST CIRCULAR THE CORNER FILLETS SHOWN ARE NECESSARY FOR
RECTANGULAR STRUCTURES USED WITH CIRCULAR
-� TYPE S UNITS PRODUCED IN ACCORDANCE WITH ASTM C. 76 .RISERS AND INLET THROATS AND USED ON SKEW WITH
0 Y•a•a . -ae
ro'. a RECTANGULAR RISERS, INLETS AND INLET THROATS.
- - -il r.,r'o1a. I a TOP AND FLOOR SLABS FOR TYPE J UNITS SHALL BE OF CLASS II CONCRETE, CONCRETE AS FILLETS WILL BE REOUIREO IN THE LOWER END OF THE
-` jIr\ L�,j o1,.«•,..y (� I MANHOLES
\� I rf • 0.1,.,..1 (�L^ 1 1 � f SPECIFIED IN ASTM C•478 (4000 Del 1 MAY BE USED IN LIEU OF CLASS I AND CLASS II ALT 8 RISER WHEN USED WITH THE ALT A BOX ,
11 u a•o-.11 I�M„nrr, or • ( CONCRETE IN PRECAST ITEMS MANUFACTURED IN PLANTS WHICH ARE UNDER THE STANDARD
\ -,[. °"„ • r.,o,.,r �r 1 /s1..r,... tear �- OPERATING PROCEDURES FOR THE INSPECTION OF PRECAST'. DRAINAGE PRODUCTS. 10 INLET THROATS, RISERS OR MANHOLE TOPS SHALL 8E
e•a•d Y.p•D•E 1V.e...orr I Y. e" .-c' a -0•d r' -0'a. n {
(� r�. • SECURED TO STRUCTURES AS SHOWN ON INDEX NO 201.
S STRUCTURE BOTTOMS TYPES J AND P MAY BE USED IN CONJUNCTION WITH CURB INLET TOPS
SECTION SEC7fON �,',Df Q �� .. • _ 1 �-
r t 00C7CWITH$ .PT TYPES 1, 2,3, 4,5. 6, 9, AND IO, AND ANY MANHOLE OR JUNCTION BOX UNLESS OTHERWISE
SHOWN iH THE PLANS OR OTHER STANDARDRODRA DRAWINGS. STRUCTURE BOT1 STYPE J,A T
8 IT STRUCTURES DEPTHS OVER 14'ARE TO BECHECKED
TYPE 7-T ( TRAFFIC) (N -2G') TYPE 7 -NI (NON -TRAFFIC) I MAY BE USED IN CONJUNCTION WITH CURB INLET TYPES 79".8 :ANY DITCH BOTTOM INLET FOR FLOATATION BY DESIGNER OF PROJECT DRAINAGE
✓•I UNLESS OTHERWISE SHOWN IN THE PLANS OR OTHER STANDARD DRAWINGS.
I
6n b. RECTANGULAR STRUCTURES MAY 8E ROTATED RECTED BY AN ENGINEER IN ORDER TO 12 LARGER THAN SPECIFIED STANDARD UNITS MAY BE
lr�ANf,'OL._ S OR JUNCTION BOXES \, FACILITATE CONNECTIONS BETWEEN THE STRUCTURE wAI LS 'eNp STORM Sf WEPIPES ES SU85TITUTED AT THE CONTRACTOR; OPTION WHEN THESE
_ - UNITS Will N„f ..AU•>E Use IFICREA;,E TUL SF✓EAIFY OF UTIU(t
ry� p 7 EMBEDMENT HOOKS IN .THE .TOP AND BOTTOM .SLABS MAY BE NLPLACED W1lti STRAIGHT CIN,ILICTS, 5001 LARGER UNITS SHALL BE FURNISHED AT NO
P rl/PCS�D %9'r.'JO" EMBEDMENTS IN ACCORDANCE WITH THE REINFORCEMENT DETAIL SHOWN LINDER OPTIONAL AD017 ONAL COST TO THE DEPARTMENT LARGER ALTERNATE
CONSTRUCTION JOINTS NO. 201, SHEET 3 OF 3 A UNITS CANNOT REPLACE ALTERNATE 8 UNITS WITHOUT
ELLlPTI
C.4 L /P. G P APPROVAL OF THE ENGINEER THIS NOTE APPLIES TO THE
0
INDEX ONLY
M
�■ 13. FOR MANHOLE ANO JUNCTION 80% TOPS, FOR FRAMES
n NAANH V STRUCTURE TOPS FRAMES CONCRETE COLLAR DETAIL AND COVERS, AND,FOR SUPPLEMENTARY DETAILS SEE
INDEX NO 201
2.
l TYPE S/ ASPHALT
\J
6"LIMEROCK BASE
12 It COMPACTED SUBGRADE
TOP 6"STABILIZED TO FBV 50
INTERIOR ROAD SECTION
l
80R.O. W.
24' 111-4'i /4'4 If 1/L4'1
TYPE /D' CURB
I " T YPE Sir
ASPHALT I '
20/. I/r /,
e"COMPACTED SUBGRADE
TOP 6 1',- TA BIL IED TO F8V=50
To I. Is
m e®®
-EXIST, PovJER
Po L. E (.Ty Q• )
1
SCALE: 111=401
0
d.
cep
U
LU
0
IQ
TOP AND
FLOOR
TYPE J
SLAB
TABLE
(n
ALT. A ALT. 5
I .p, K wIDT4,
SLAB
NICKNESS
ALLOABLLI'LL OVER ,OP SLAB
MIN. 43x.
'CP
REINf CRC INb
S FLOOR :LABS
3'-6•
8"
2'
29'
Ab d
b" CTRS. B...
5'-0•
8"
2' 1
25'
qb ;
b" :TRS. B.n
1 5'-0"
10"
-
27•
l47 E
o" _�TPS, _.n.
b' 1 6'-0'
B"
2' 1
20'
( TYPICAL )
6.
.'5'
A7 a
b" 'RS.
T o, 6',i 8•-0-
1 10"
i
1'.
a7 o
b"
5. ?A• x P,Ia130Q Cu Re TER NATES
A R.O.W. L10C .-FP-AUS/
Z4"MIAMI CUP -0.
FILLET EACH2-
5 CORNERqb
. 2'
• ALL AROUNC
eI
., i P L A N 1 I
�[rrnEt a ; ,s•°•,• PLAN Of $LAB {{{...���6• CONC. 2-46 1 �COP.NER FILLE' 6� I �6•Concrera j 12 f 4 ' 7 0 '
�,.�-__-_.- ALL ARCUND *� ^i
`� - s JF -.• IF
BRICK vt I • cI o
._ ____ _. • 2 <, 1 As 4,0 12' CTRS , `.� 4
8
•• E -I , 6' '6- - n- _. --.__.. ---------�. Varves 3'-680Th WAYS _ 3-6'
t 4 HOOPS 12" TRS.
• 3-6 a 4'-O-
c
Hoots Required Far Rtsen IT
° • Hooks Required t eQ yRl •, Fa Risen (TyR) •I -,J ,
DIMENSIONAL SECTION - .i * i I Dta.ForRlwr a E CTRS.
_
44 0 12" CTRS. VERT. * BGTN ti.AYS, I >ol
E": E" c- 9• �'' �t,+e .ee Sno.n - '�' Aa NCOP$
, 9- -
t r
r A tr '-0" TNr ,
• " NO 6 BO , _ C s • o • .: T UAE_S . _RWIS _. J.
Ne 6 Ban At 9 ..,n � _ .,-•-- N E � o J or o 71A. 8 Bnct Or Concrete E -� 7511
�
8 8 Concrete; ' 1 S. _ o ' - %/
-- r oa ••= E g' I N al "Concrete 1 M �..` • N E 1 �'
No 6 8ors - -•
c' et - o3'oI One Cope 005012 Ctn. ■NKrwl Nw.n "< ml ao` 1 DEWALK
t _ oa •.00 i
. �i •o al c•p `c s-:-`'
3.-6. U.1... a- •zc� j,
No7Bors •14 _ i. _// _:. "O -oi"a-z1 I Bother in Center Of 4IPIPE '"4 1 -�.. "� '.0
No i �_:I i (BY HOME BU/LDERSl
6 S , j I y o c= Ye } m 2• Ctrs
No 4 Ban c •a E' PIPE Concrete Wall ✓e,1. In Plane. Moa. Oo.-,
A, 6•C+n I ;i <um�col I 1 •aof C ml .� �•_ TYPE
1 N_ 4 Bon W 9 _,r J- - I W a c N• I I a i
Bern way. a �_. o I El6• Ctn. _ ym _ mo /+
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To w uo E _f l� _i- 10..,
REINFORCING SECTION o nu
3'-6" DIA STRUCTURE BOTTOM ( SECTION AA ) �- * See Slob TOMB * r I +
RIGHT OF WAY
ALTERNATE A ALTERNATE B -
TYPE J
FOR INLETS, MANHOLES AND JUNCTION BOXES
2-•6 jF.11.1Eocn Cornu
AH Around S.. Noft;
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E NOTES ( TOPS, FRAMES AND COVER): 1 < r ° ` ; _
3.*D.. - - a _ _
i -
/ L All steel bars shall hove 17" m,nrmvn corer unless i ' u Y o o
otherwise shown and shall be hooked where indicated. - o ,
PLA N
L Manhote top Type 7 stabs shall be of Closs.I7 concrete.
Top VIEW Concrete as specified in ASTM 0-478 may be used for
/ %•:"� to TOP VIEW p 1 �o iORHEk i tLIET I °
recast units; see (coeval Nate Na 2.
j o8" Bnch ALL AROUND z' an.•r a o.... w - u
+ / r•..nrr.,.., Lrr.r _-,.. � O , o'
ti 3, Allanhole top Type 7 slobs may be of cast -in-place or 6 Concrete • _
precast cons/rsict.an. The optional key is tar precast lopsd,
TOP VIEW _� - FDO .� e4 12" cl9s.`_ e�a
V .
or►d in lieu Of dowels. Frome and slob openings are to - Ia u
be omitte0 when top is used ovior a )unelian box. Frames
' \ con be adius/ed will, from, one t0 six Caultz" Of brick. CQNNOliP$ ra Ir"--_ 'ol clo c • 3 L'._.--. 1 i vas o`�
1
Vl _ / I ... •r 3i it •I � of ,T ( ' 1 ` c $I p •
4. A,Ionhde t Typo 8 may be of cost -in loco or "Coss I _I E � o o i ) = -�
op r r P Reinforcing Shcll • to a . W i rap 12' Cin ;
/i rs1rs 'v concrete construction or tries construction. For eoncvte Be In Center 1/3 - 1 •rj Boln ways
(/ L G tt Of Contrera WOII E o w
construction, the concrete and steel reinforcement shcll
TI 11 0
Or fhe some as the supporting wall unit. An eccentric
SECTION WALL SECTION SECTION -� •a^••�'•"cone may be used.
aA e °" LtRs
TYPE j TYPE jiVIEW
.n .ro
r« cC-6n , E , z, s, e . BOTTOM VI -r W 'j, A4onhole tops shall be secured to structures by optional 801H WA's
• eOn)ffueliOn 101nYl as shown On Sheet 3of3. -pa a 4" CTRS. BOTH WAYS 4
r.. 3. 5"
CAST IRON FRAMES ALTERNATE A ALTERNATE B
omt
,I 8 All covers to be lots welded to frames of third points Or /
-� -I grouted of third points with epoxy ( total eleven (IU ounces
a l� of mixed epoxy). TYPE P FI I II
UI
- a aor+ a , ••- r• No a e«s n� ,.-. L - V
4" FOR INLETS, MANHOLES AND JUNCTION BOXES
z -"=ear., � C �\ I _j1'I 7. The os ita corers the rep/1851b. t /e oN previous / deep
' �•'--•--'- i rt---, Hames (lroflic ► ee ). The /B5 ID. cover is IM repbcemenl TYPE 'B `
5£CTtoN tri
�•
for all previous � deep tremas (non -traffic typo). CURB
1 , 1 , `ur .",,..u•nur nae B°., ti<. I � -1, _
`,- =•r•«. -,.a ten- ' COVER FOR ALL FRAMES
SII en.t b°c.am 6-Cwrrr Ors, I
GENERAL NOTES
/m :+,•.«,- An 6- -1, ACT � 1. WALLS OF CIRCULAR STRUCTURES fALTE RNATE A) MAY BE CONSTRUCTED OF CONCRETE OR
•vs1 "«... C.a.r,0 Am.D,. -.,j BRICK, BUT RECTANGULAR STRUCTURES ( ALTERNATE B 1 SHALL BE CONSTRUCTED OF
Ci I I I I I L-! ' \f / O• f•,w.aa.e rn A�ao.r• \•, w....,o,n Do..O e'C.nrs 11- s.•w, E11.11 .1,011, e..,. CONCRETE ONLY. THE CONCRETE MAY BE CAST-IN-PLACE,OR PRECAST
tz�;_ / 1n !n• 5.1. R«nlarr..n.nr-}'--'-J'/ Cenc,.rr 6 �T Sb, -„pro .,T, Air it., wlrn AC. 5-- naaa, Con1.e 1 •� ROW
srw..n ver aanw,.r ''•� a'e*e,. s.. ..,I ♦m.D,.' dEmD.m.a ,n AEma9nc. ,ore re. seD 2 WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN-PLACE OR PRECAST CONCRETE 8 ALL STEEL BARS SHALL HAVE I� MINIMUM COVER UNLESS
I. �...y:..:..' w1•�; "«nrw�.••.,. a.En sn... we.. cor,ener �r.u.+.r,... ..o«.. UNITS EXCEPT THAT THE MANUFACTURER MAY FURNISH PRECAST CIRCULAR UNITS IN OTHERWISE SHOWN. HORIZONTAL STEEL IN RECTANGULAR n ..r .0 n.° ease - �_. MI6." -^•f gn», n9 s rr mn .,.w .evil,.•. ea.•••••v snwl ACCORDANCE WITH ASTM SPECIFICATION C478 UP TO 96 IN DIA OR PRECAST CIRCULAR UNITS STRUCTURES SHALL BE LAPPED A MINIMUM OF 24 BAR
3�.:: �C,r
.... A S TM. SPECIFICATION G76, TABLE III, FOR 8 WALL CONCRETE PIPE AND FLOOR SLAB DIAMETERS AT CORNERS
'� as s,• i.. Gs•,.r.r THICKNESS AND REINFORCEMENT ARE FOR ALL TYPES OF CONSTRIJCT10N.
REINFORCEMENT• PLAN REINFORCEMENT PLAN Y•c'a�a. 'L! J-a•a. A5RL;AL 7' CONCQ�7,f
a' 3 ELLIPTICAL STEEL, ASTM SPECIFICATION C-76,TABLE III,B WALL, IS MODIFIED TO USE A
SECTION " COL LAQ CIRCULAR CAGE OF STEEL AREA EQUAL TO THAT OF THE ELLIPTICAL CAGE AND PLACED
IN THE CENTER ONE-THIRD OF THE WAIL. THIS MODIFICATION IS FOR PRECAST CIRCULAR THE CORNER FILLETS SHOWN ARE NECESSARY FOR
RECTANGULAR STRUCTURES USED WITH CIRCULAR
-� TYPE S UNITS PRODUCED IN ACCORDANCE WITH ASTM C. 76 .RISERS AND INLET THROATS AND USED ON SKEW WITH
0 Y•a•a . -ae
ro'. a RECTANGULAR RISERS, INLETS AND INLET THROATS.
- - -il r.,r'o1a. I a TOP AND FLOOR SLABS FOR TYPE J UNITS SHALL BE OF CLASS II CONCRETE, CONCRETE AS FILLETS WILL BE REOUIREO IN THE LOWER END OF THE
-` jIr\ L�,j o1,.«•,..y (� I MANHOLES
\� I rf • 0.1,.,..1 (�L^ 1 1 � f SPECIFIED IN ASTM C•478 (4000 Del 1 MAY BE USED IN LIEU OF CLASS I AND CLASS II ALT 8 RISER WHEN USED WITH THE ALT A BOX ,
11 u a•o-.11 I�M„nrr, or • ( CONCRETE IN PRECAST ITEMS MANUFACTURED IN PLANTS WHICH ARE UNDER THE STANDARD
\ -,[. °"„ • r.,o,.,r �r 1 /s1..r,... tear �- OPERATING PROCEDURES FOR THE INSPECTION OF PRECAST'. DRAINAGE PRODUCTS. 10 INLET THROATS, RISERS OR MANHOLE TOPS SHALL 8E
e•a•d Y.p•D•E 1V.e...orr I Y. e" .-c' a -0•d r' -0'a. n {
(� r�. • SECURED TO STRUCTURES AS SHOWN ON INDEX NO 201.
S STRUCTURE BOTTOMS TYPES J AND P MAY BE USED IN CONJUNCTION WITH CURB INLET TOPS
SECTION SEC7fON �,',Df Q �� .. • _ 1 �-
r t 00C7CWITH$ .PT TYPES 1, 2,3, 4,5. 6, 9, AND IO, AND ANY MANHOLE OR JUNCTION BOX UNLESS OTHERWISE
SHOWN iH THE PLANS OR OTHER STANDARDRODRA DRAWINGS. STRUCTURE BOT1 STYPE J,A T
8 IT STRUCTURES DEPTHS OVER 14'ARE TO BECHECKED
TYPE 7-T ( TRAFFIC) (N -2G') TYPE 7 -NI (NON -TRAFFIC) I MAY BE USED IN CONJUNCTION WITH CURB INLET TYPES 79".8 :ANY DITCH BOTTOM INLET FOR FLOATATION BY DESIGNER OF PROJECT DRAINAGE
✓•I UNLESS OTHERWISE SHOWN IN THE PLANS OR OTHER STANDARD DRAWINGS.
I
6n b. RECTANGULAR STRUCTURES MAY 8E ROTATED RECTED BY AN ENGINEER IN ORDER TO 12 LARGER THAN SPECIFIED STANDARD UNITS MAY BE
lr�ANf,'OL._ S OR JUNCTION BOXES \, FACILITATE CONNECTIONS BETWEEN THE STRUCTURE wAI LS 'eNp STORM Sf WEPIPES ES SU85TITUTED AT THE CONTRACTOR; OPTION WHEN THESE
_ - UNITS Will N„f ..AU•>E Use IFICREA;,E TUL SF✓EAIFY OF UTIU(t
ry� p 7 EMBEDMENT HOOKS IN .THE .TOP AND BOTTOM .SLABS MAY BE NLPLACED W1lti STRAIGHT CIN,ILICTS, 5001 LARGER UNITS SHALL BE FURNISHED AT NO
P rl/PCS�D %9'r.'JO" EMBEDMENTS IN ACCORDANCE WITH THE REINFORCEMENT DETAIL SHOWN LINDER OPTIONAL AD017 ONAL COST TO THE DEPARTMENT LARGER ALTERNATE
CONSTRUCTION JOINTS NO. 201, SHEET 3 OF 3 A UNITS CANNOT REPLACE ALTERNATE 8 UNITS WITHOUT
ELLlPTI
C.4 L /P. G P APPROVAL OF THE ENGINEER THIS NOTE APPLIES TO THE
0
INDEX ONLY
M
�■ 13. FOR MANHOLE ANO JUNCTION 80% TOPS, FOR FRAMES
n NAANH V STRUCTURE TOPS FRAMES CONCRETE COLLAR DETAIL AND COVERS, AND,FOR SUPPLEMENTARY DETAILS SEE
INDEX NO 201
2.
l TYPE S/ ASPHALT
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6"LIMEROCK BASE
12 It COMPACTED SUBGRADE
TOP 6"STABILIZED TO FBV 50
INTERIOR ROAD SECTION
l
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TYPE /D' CURB
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TOP 6 1',- TA BIL IED TO F8V=50
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