HomeMy WebLinkAboutS-2291165
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UNIMPROVED AREAS PAVED AREAS
�3" AC f PAVEMENT __ 5" ATB AND RESTORATION PATCHING G
- - -- - - -- - TRENCH
� 42" SS
(r NOTES 5,6,7 &
— &
ti ( - - -6" 1 1/4 MINUS CR 1
15" SS
-- PROTECT POWER POLE SAWCUT PAVEMENT REMOEX PAVEMENT.
�✓ -' AND TELE RISER MATCH TO EX GRADE ON
�('��(]" V 1'� STA 0 +00 TO STA 0 +55 WHEN RESTORING PAVEMENT
I_- D _---- _. -_ - -_— - - -_ _ —_ -- STA 1 +35 TO STA 2 +75 / -------
iI� --
�- _ ',.0 AT STREET PAVING SUBSEQUENT BACKFILL ZONE \ /\ 6°
NATIVE MATERIAL, SEE NOTE 2
II 6"
2" AC
i
i
KEEP FIRE LANE OPEN —4" 1 1/4 MINUS CR
DURING CONSTRUCTION T T 7% / TRENCH SUPPORT SYSTEM
SUPPORT EX 2" �I \ \r \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ PROVIDED 4 CONTRACTOR
GAS ® PROPERTY
LINE DURING N STA 12 +85 TO STA 14 +27
CONSTRUCTION. - STA 14 +45 TO STA 14 +92
SEE CONSTRUCTION
NOTE 7, ON DWG Arc STA 15 +12 TO STA 16 +95
c102 -- o �i STA 18+65 TO STA 19 +24
O I �\ STA 20 +66 TO STA 20 +80 INITIAL BACKFILL ZONE }
ZONE (TYP) ao MINERAL AGGREGATE TYPE A
( )
I PARKING AND DRIVEWAY
PROPERTY --
LINE (TYP) �LL 233 20° z
PIPE BEDDING ZONE O
PROTECT STORM DRAIN 4" PCCP AGGREGATE TYPE D s
PIPING AND MANHOLES f -4" 1 1/4 MINUS CR
mm I U,
2" MIN OVER EXCAVATION
\I r\\ r\\ r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \r \ \ SEE NOTE 3
r\
III FOUNDATION STABILIZATION
MH STA 19 +24 TO STA 19 +31 MINERAL AGGREGATE TYPE B1 UNDISTURBED EARTH
STA 20 +01 TO STA 20 +06 TOE PENETRATION AS REQ'D
I 15' 10' MIN 5' -6
TO SUIT GROUND CONDITIONS
= "
2.5 �ASHPALT PARKING AT SIDEWALKS MAX = 7' -0"
'
NOTE: STATIONING INDICATES APPROXIMATE LOCATION TYPICAL 42 "0 PIPE VERTICAL TRENCH SECTION /AA�
-- --
\ TYPICAL PAVEMENT PATCH SECTIONS rl SCALE: 3/8 "= 1-0"
REMOVE AND `REBUILD 106'± SCALE: 3/4 "= 1' -0"
\ OF EX EXTRUDE\ GOING CURB TRENCH /PAVING SECTION NOTES FOR DETAIL A:
INSTALL NEW \ SRS C.W.PHARR WINDSOR ESTATES
MANHOLE ACCESS ',, 1. FOR BACKFILL MATERIAL AND COMPACTION SEE SPECIFICATIONS
AS SHOWN SECTION 02200 AND 02221.
J SAWCUT EX ASHPHALT
PAVEMENT AS REQ'D I ASPHALT PAVEMENT MATCH 2. CONTRACTOR SHALL BACKFILL TRENCHES WITH EXCAVATED NATIVE
A' 12" TO EX GROUND ELEV MATERIALS TO THE GREATEST EXTENT FEASIBLE. IN AREAS WHERE
1 1/2" CHAMFER SEE � EXCAVATED MATERIALS ARE NOT SUITABLE FOR BACKFILL, BACKFILL
2 "CLR SHALL BE CLASS -A, UNDER ANY ROADWAYS, STRUCTURES OR PARKING
REMOVE EX CMU RETAINING 1/2" WEEP HOLE TYP NOM EL AREAS. CONTRACTOR SHALL USE CLASS-Cl UNDER LANDSCAPED AND
/ WALL BETWEEN STA 2 +22 ® 24" OC UNDEVELOPED AREAS.
/ (3'L) AND STA 2 +73 (28'L). 42'00'
/ 777 REBUILD PER 2/C108 SLOPE TO DRAIN 3. THE PIPE INVERT SHOULD BE PLACED ON A FIRM NATIVE SOIL. ANY
f LIQUEFIABLE OR SOFT SOILS SHOULD BE OVER EXCAVATED AND REPLACED
WITH MATERAL AGGREGATE TYPE 31. THE THICKNESS OF OVER EXCAVATION
Al l \\ \ \ MAY BE ADJUSTED BY THE SOIL ENGINEER AS REQUIRED.
a 12" DRAINAGE ROCK
? ® 40.00': C — CONTINUOUS 4. THE HEIGHT AND THE SUPPORT OF THE VERTICAL TRENCH SECTION SHALL
BE AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND
CB ( IMPROVEMENTS, AND ANY PERSONNEL, AND SHALL MEET ALL OSHA
REQUIREMENTS.
40 \� 5. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT AND
- / - -- - SHAPE STREET FOR DRAINAGE.
6. RESTORE PAVEMENT TO THE ORIGINAL GRADE. z
o�
4 ® 12" OC (TYP) z
S. 7. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS: IMMEDIATELY
SIDEWALK sToz o
�4 ® 12' OC FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COMPACTED
- -- - - 3' -1" CONTINUOUS (TYP) 1 1/4" MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPHALTIC CONCRETE. ?' LLQ
AFTER 10 DAYS, REMOVE TEMPORARY PATCH AND PATCH AS SHOWN ON ,j u w
TYPICAL PAVING SECTIONS. o na
PARTIAL SITE PLAN g RETAINING WALL SECTION 2 J�
� U
SCALE: 3/4 " =1' -0" _ 6,221911 az
SCALE: 1" = 10' C101
C 1327'7`7
oesiLT A ®,� G ®DAR RIVER TRUNK RELOCATION Battle DATE:
- -- --
- -T s Built copies raWln _ /� OCT 95
pp� s- Municipality Metropolitan
-- — --
See submittall aid approval or b aAwN: cHECKEO. scnEe: FILE an:
D,e M -LT 10 ) RECOMMENDED:
PHASE 3 E13
_
_ _ I P O NOTED '-oR.11N No-
2 _ .REVISED SOIL TYPES SEC A DELETED GEO. FABRIC /96 signatures, and for engineer's �i
_ TYPICAL TRENCH SECTION, C108
1 'ADDED NOTE TO TRENCH SECTION /951, rofessl nal seal
_ — 10/96 �oNTRA�T No
APFRO�E °: RESTORATION DETAILS ,G 16
No. REVISION BY APP'D DATEI -
IWWP�� %��� - - - -- - I - - --- -- --- I' W,/M1_96 - sneETUO: of
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