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- RIGHT OF WAY
MAZATLAN APPROXIMATE CONSTRUCTION LIMITS
01 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS.
REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED
BELOW THE ASPHALT.
O2 REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN EXISTING
SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING
SURFACES ENCOUNTERED BELOW THE CONCRETE.
REMOVEiCURBAND/OR CONCRETE CURB , GUTTER WITHIN EXISTIN
SURFACE REMOVAL LIMITS. I
EXTRUDED
REMOVE R AND/OR CONCRETE WHEEL STOPS WITHIN EXISTING
SURFACE REMOVAL LIMITS.
05 REMOVE TREE(S), SHRUB(S), AND/OR STUMP(S).
9 PROTECT BUILDING.
11 PRESERVE AND PROTECT BRIDGE PILE CAP, COLUMN AND ABUTMENT. COORDINATE
WORK IN BRIDGE VICINITY WITH CITY PERSONNEL AND BNSF RAILROAD.
PRESERVE AND PROTECT PUMP HOUSE.
13 REMOVE WALL WITHIN THE EXISTING SURFACE REMOVAL LIMITS.
16 PRESERVE AND PROTECT EXISTING STRUCTURE Q
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17 REMOVE BOLLARD.
21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION.
25 REMOVE CONCRETE SLOPE PROTECTION PANELS.
33 REMOVE BLOCK WALL AS NECESSARY TO REMOVE STUMP. RECONSTRUCT WALL IN
EXISTING LOCATION USING EXISTING BLOCKS.
35 REMOVE CONCRETE FOUNDATION AS NECESSARY FOR CONSTRUCTION OF
IMPROVEMENTS.
36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE
SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES.
37 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS.
SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO
DETERMINE SAWCUT LOCATION.
41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT
OF WAY LINE.
43 REMOVE BUILDING, SLAB ON GRADE TO REMAIN. SAWCUT AND REMOVE SLAB ON
GRADE AS NECESSARY TO INSTALL WALL 5, SEE SHT 32.
SOUTH LAKE
VETERINARY
1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN
LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS
BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE
OR COMPLETE.
CONSTRUCTION
2. PLAN ARE APPROXIMATE.
LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE
ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER
APPROVAL BY THE ENGINEER.
3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN
THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF
INSTALLATION.
4. REMOVAL SHALL BE SEQUENCED WITH ,ONSTRUCTION TO MINIMIZE TRAFFIC
IMPACTS AND IMPACTS TO ADJACENT BUSINESSES.
5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT
ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL
NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS
RESPONSIBLE FOR DAMAGE.
6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMI lfS.
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7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO
w SAWCUTTING.
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8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF
Ln ® EXISTING AND/OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE
++ ILLUMINATION PLANS, SHEETS 224--235.
9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY
Cn REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS
w 208-216.
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10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS,
U SHEETS 55-68.
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11. FOR STORM DRAINAGE REMOVAL AND/OR ABANDONMENT, SEE STORM DRAIN
PLANS, SHEETS 104-113
12. FOR WATER REMOVAL AND/OR ABANDONMENT, SEE WATER PLANS,
SHEETS 132-141.
13. FOR REMOVAL, RELOCATION, AND/OR ABANDONMENT OF' FACILI J IES OWNED Belo
FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164-173.
CONTRACTOR TO COORDINATE WITH UTILITY OWNERS,
14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION &
SIGNING PLANS, SHEETS 217-227.
EXISTING SURFACE REMOVAL LIMITS
BURIED CONCRETE PANELS MAY EXIST
PLANING BITUMINOUS PAVEMENT
BUILDING REMOVAL, BY CONTRACTOR
PPRO .,
PROTECTIONSEE ROW PLANS FOR TCE WHERE]
ADJACENT TO PRIVATE PROPERTY
INLET
PROPERTY LINES
-------- SAWCUT LINES
«— RIGHT OF WAY LINES
APPROXIMATE CONTAMINATED SOIL LIMITS
343074
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
12
EXISTING CONDITIONS
60
SITE PREPARATION & TESC PLAN
-
ALIGNMENT PLAN
86
ALIGNMENT PROFILE
98
DRAINAGE PLANS
_e
109
DRAINAGE PROFILE
119,120
WATER PLAN
WATER PROFILE
JOINT UTILITY TRENCH PLAN
137
° 151
169
JOINT UTILITY TRENCH PROFILES
185
PROPERTY RIB STORAT°ON PLANS,
��
C j y 1 i-r .' PLAN
200
�
ILLUMINATION PLANS �
� 233 _
IRRIGATION PLAN
287
LANDSCAPE PLAN
299
1
ADDENDUM 1
SOD
12 1 11
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.tGISTER
�ssIONAL E�
SURVEYED: KPG
DRAWN BY: SOD/KAT
DESIGN BY: JLF
CHECK BY: NM
P ROJ MGR: JF
FILE: 0655DTESC01,dwg
753 9th Avenue N 2502 Jefferson A��enue BID
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
206 286-1640 253 627-0720
www.kpg.com
,�
.. �CITYRAINIER.
OF RE TO
�_S
Public Works Department
APPROVED FOR CONSTRUCTION
' �
BY: DATE: �
AVENUES (SR 1 67)
GRADY WAY TO S 2ND ST
SITE PREPARATION & TESC PLAN
T �
S A 29+00 TO STA 33+50
DRAWING NO. 74
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV 2011
SHEET NO. 74 OF 304
-
NUMBER
REVISION DESCRIPTION
BY
APP.
--1--DATE