Plans (7) SIT2015 00009
Tigard Main St.Plaza RECEIVED
CottstruAion Cost Estimate
11/4/2014 IR
AUG 13 2015
I. Option 4-Concrete,Cedar Benches&Planting RIIiiC'fITYOOf fIGARD
Concete Seatwall with Planting beds along sidewalk ITEM NO. ITEM Qty UNIT UNIT COST EXT COST REMA!(KS-�idtMOafOTplVI I
Slatted Wood Edge
1.0 SITE PREPARATION&DEMOLITION $4,ow
1.1 Demo Existing Paving 1100 SF $3.00 $3,300 Includs brick,central planter&pole
MAIN ST. 1.2 Excavation 20 Cy $15.00 $300 6"excavation
1.3 Haul Material OR-Site 20 CY $20.00 $400
2.0 PAVING $11,910
2.1 Concrete Paving 920 SF $6.50 $5,980
2.2 Concrete Seatwall-12"width so LF $90.00 $4,500
OO 2.3 Concrete Seatwall-24"width 13 LF $110.00 $1,430
G3A CARPENTRY $9,000
w SIDEWALK 3.1 Pergola 1 LS $3,000.00 $3,000 10'x12'Cedar
1rt- Wood Bench and Brackets 50 LF $120.00 $6,000 (5)2x2 Cedar slats and metal bracket T O.C.
*Allowance:approx.$7,500-$10,000+depending on
4.0 WATER FEATURE $5,500 utility connections and design features
4.1 Waterline Connection from existing 1 EA $500.00 $500
4.2 Backflow Device Installed 1 EA $2,000.00 $2,000 Includes Vandal and Freeze Protection Enclosure
_ 4.3 Overflow Drain to Sanitary Sewer 1 EA $1,500.00 $1,500 Possible to tap into building sewer service
4.4 Controls 1 EA $500.00 $500 Simple Float system
s ' - Electrical to backflow heating enclosure(heat trace)and
L 4.5 Electrical Service 1 EA $1,000.00 $1,000 fountain controls
1�
5.0 IRRIGATION $300
`g its, 5.1 Update Irrigation/Field adjust 200 SF $1.50 $300 /
LA 6A SOIL PREPARATION AND PLANTING $2,000
I' 6.1 Landscape Improvements 200 SF $10.00 $2,000 Plantings,compost,and mulch
I �
0 Subtotal $32,710
. , Design Contingency(0%at end of CDs,5%at
A" end of DD,15%at end of SD) % 15.0% $4,907
Concrete Seatwall 01000 MOBILIZATION
Small site % 10.00% $3,271 10,000 sf or less
Water Feature Estimated Base Construction Cost $40,888
Concrete Paving oncrete Seat wa w Slatted Wood Total Square Feet 12W SF
Edge and Integrated Pergola Posts Additional Cost Factors:
Development/building permits 2.0% $818 Means Cost Estimating
G.C.General Conditions 5.0% $2,044
G.C.Bond&Insurance 2.0% $818
G.C.Overhead&Profit 10.0% $4,089
Total w/Additional Cost Factors $48,656
ASSUMPTIONS:
1. Prevailing Wage labor Rates Apply
0 4' $ 16 2. No donated materials or labor
Tigard Strolling Street - Plaza Option 4
11/4/2014
MY OF TIGARD
1REVUnMD FOR CODE COMPLUNCS
Appro..ilk [v�
Permit#t -5-
Address:
Suite #:
By:
Data ' (5
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OFFICE COPY
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7 l 1 SW MAIN STREET 7 \ \ [! :w VVA 6
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PERGOLA POST CONNECTION
COMPUTER SKILLS PLUS
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FIRST BANK OF TIGARD
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MATERIALS LEGEND LAYOUT AND GRADING LEGEND GENERAL NOTES KEY NOTESw J
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CONCRETE PAVING- 1 �` DIMENSION 1. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY CONTRACTOR TO VERIFY SPOT ELEVATIONS ALONG BACK OF EXISTING WALK AND ALONG G J
FINISH 1:MEDIUM BROOM FINISH L3.0 DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN FIELD, BUILDING FACE. CONFIRM CROSS SLOPES ACHIEVE POSITIVE DRAINAGE AWAY FROM THE Q - 0
CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. BUILDING WITHOUT EXCEEDING 2%CROSS SLOPE I-- Z
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1 2. ALL DIMENSIONS ARE FROM OUTSIDE OF BUILDINGS,PAVING,WALLS,CURBS,ETC. A = :D .
CONCRETE PAVING- ♦ Y X SECTION!ELEVATION REF, 3. ALL CURVED WALLS AND WALKS SHALL HAVE SMOOTH,CONTINUOUS CURVES AS 120 SQUARE FOOT PERGOLA CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PERGOLA o W v
FINISH 2:iNTEGRAL COLORED CONCRETE L3.0 INDICATED. STRUCTURE AND COMPONENTS FOR REVIEW BY CITY. ca
4 4. CONTRACTOR TO STAKE PAVING,SEAT WALLS,AND POSTS AND HAVE OWNER'S E w Q
cc
SEATWALL REPRESENTATIVE APPROVE STAKING PRIOR TO INSTALLING FORMWORK O EXISTING GAS METER-PRESERVE AND PROTECT. _ J
L3.0 ALIGN 5. OWNER'S REPRESENTATIVE TO APPROVE FORMWORK FOR WALLS AND PAVEMENT PRIOR N 1
rn
TO CONTRACTOR PLACING CONCRETE. EXISTING GRAPE VINE-PRESERVE AND PROTECT. WommWoFam 2W&IAL 5
WF WATER FEATURE X $�q• OWSEWW
6. CONTRACTOR TO REPORT LAYOUT DISCREPANCIES TO OWNER'S REP PRIOR TO PLACING '� w"l"o
LX.X RADIUS DIMENSION
FORMWORK. NEW PAVEMENT TO MATCH FLUSH TO EXISTING GRADE OF SIDEWALK fx �� "�`r "
09
USM O 1F r..Freon.reran
sER ISSM OF erEerwawrs rG
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PA PLANTING AREA-SEE SHEET 1-2.0 Date: 3!18!15® EXISTING CURB AND SIDEWALK-PRESERVE AND PROTECT. Revisions:
ARC DIMENSION
EXISTING STREET TREE TO REMAIN-PRESERVE AND PROTECT.
XX XXX.XX SPOT ELEVATION
2%MAX> SLOPE
Drawn Bv: DS
ABBREVIATIONS Checked BY: BJ
EG=EXISTING GRADE
Job No. 114105.1
FG=FINISH GRADE
Approved:
FS=FINISH SURFACE GRADE
FFE=FINISH FLOOR ELEVATION L1.0
BW=BOTTOM OF WALL
TW=TOP OF WALL
sheet no. X of X
EXISTING TREE,TYP. ---
EXISTING CURB
SW MAIN STREET
EXISTING SIDEWLAK
GRECO
GreenWorks, P.C.
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24 nW Eg.a od A was
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Port1aM.Oregon 97209
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P"03222 5612/F-5032222283
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COMPUTER SKILLS PLUS
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12448 X -
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FIRST BANK OF TIGARD ♦A
12420 V♦ Lou
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EXISTING GRAPE VINE a
TO REMAIN Q V
EXISTING GAS METER-
PRESERVE 8 PROTECT low
ELVlAS STUDIO SALON ��•_ Q}
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EXISTING PINE TREE TO REMAIN 12436
W►NE CRAFTERS MAW JAPANESE low
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0 10 20 40 NORTH
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PLANTING LEGEND NOTES: n (�
1. CONTRACTOR SHALL PROVIDE TOPSOIL,SOIL AMENDMENTS AND in 100000
Z
MULCH IN ALL PLANTING AREAS. TOPSOIL TO BE A 50/50 BLEND OF m l0000
TREES COMPOST AND NATIVE TOPSOIL TO A DEPTH OF So. Z
EXISTING TREE TO REMAIN
PRESERVE AND PROTECT 2 ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
DETAILS PROVIDED AS PART OF THE DESIGN DOCUMENT PACKAGE N
GREEINVORKS•C
3. ALL PLANTING AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC 200C AU AlQW9
new IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS VW �` &P A"f�"�'°`
fr+m OR 1*1 P.C.ED Alf u TO 8E
SHRUBSIGRASSESIPERRENIALSIGROUNDCOVER "�� a000MPC `
INDICATING PIPE AND HEAD LAYOUT ALONG WITH A SUBMITTAL ON E---" " °"'°""m'TE"
iEAf�OYt OF LAR'$,PC
ALL IRRIGATION EQUIPMENT. Date: 3118115
CISTUS X DANSEREAUI DECUMBENS' 4. SEE SHEET L3.1 FOR PLANTING AND IRRIGATION DETAILS. Revisions:
DECUMBENS ROCKROSE;5 GAL.CONT.,SPACE AS SHOWN
+ CORNUS SERICEA KELSEYr
KELSEY DOGWOOD;5 GAL.CONT.,SPACE AS SHOWN
Q �LIRIOPE MUSCARI Drawn BY: DS
BIG BLUE LIRIOPE;2 GAL.CONT.,SPACE AS SHOWN
Checked Ely- BJ
Job No. 114105.1
Aooroved:
L2.0
Sheet n0. X of X
I
MEDIUM BROOM FINISH
TOOLED SCORE JOINT 112"RECESSED SEALANT q
EXPANSION JOINT
�''�— TOOLED CONCAVE AND TIGHT TO
CONCRETE SLAB REINFORCED W16X6X10 BACKER ROD.
EWWM 1/3 DEPTH.SEE SPECIFICATIONS ROUNDED POLYMER BACKER ROD ''
FINISH GRADE @ SIDEWALK q• FOR FINISHES AND COLORS WITH NO BOND TO SEALANT. UN -A
14 9
117 IN LAWN 114"RADIUS @ EDGE,TYP. 1/2"PRE-MOLDED JOINT FILLER ju 1112"IN SHRUB i GROUNDCOVER VERTICAL RESTRICTION
AREAS {CURBIWALLIETC.)
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. - - GREEN
#4 BAR HORIZtoCONTINUOUS — -- ` . •� • • . � �. _ •� � 4+- . : • .
UNDISTURBED SUBGRADE OR FILL - - -
•. .-' v ` ' a GreenWorks, P.C.
COMPACTED PER — — r LwAwcqwArch%mb"r
SPECIFICATIONS
._. -.. — __— 24 sna 2nd Aveiws.Seta 100
97209
THICKEN EDGE OF PAVEMENT EXPANSION JOINT(LOCATE PER PLANS AND W503,222.5612/F503-22222839.222.5p°"�W503,222.5612/F503-2222283/F5F509-22212E3
WHERE ADJACENT TO SOIL OR 12' AT ALL VERTICAL RESTRICTIONS).
Ess&k0oftesm orkspc-�
EXISTING PAVING —COMPACTED GRANULAR BASE
SPECIFIED ROCK BASE.
SPECIFIED SUBGRADE
CONCRETE PAVING ) EXP�ANI�10NJOINT .
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4)
Lm
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4 TOP WATER FEATURE BASIN
1/4'THICK STAINLESS STEEL WATER WEIR 114"THICK STAINLESS
. 16' 42' 16" 2"X2"IPE BENCH SLATS 4" 16' 4' STEEL WATER WEIR
LED STRIP LIGHT SYSTEM - 1,-6" 4"
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BOTTOM WATER FCAST IN PLACE OEATURE BASIN SEATWALL WATER FEATURE SWffCHL HARDWARE m
SUBMERSIBLE MANUAL DRAIN,1/2'STEEL PIPE WITH BRASS
WATER FEATURE PUMP o '" to
314•PVC CONCUIT FOR WATER LED SUBMERSIBLE FOUNTAIN LIGHT o �•.. `Tr�
A. ELEVATION INTAKE HOSE B.SECTION BY HYDREL OR APPROVED EQUAL
COVER
WATER FEATURE BY ZURr BRASS DRAIN EQUAL OR APPROVED EQUAL W
TYPE
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2"X2"IPE BENCH SLATS N !j
LED STRIP LIGHT SYSTEM ^ m
ATTACH TO BOTTOM OF WOOD 3" 21' A
PER MANUR SPECIFICATIONS
2762"'IPE BENCH SLATS ui
4"X4"TUBE STEEL POST, m
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BOOKENDS BLOCKOUT AT _ POWDER COATED-MATTE BLACK u, to
CONCRETE WALL BEYOND,
BOTH ENDS OF WALL BW AT BOTH ENDS r X 9-1/2•STEEL PLATE p$REdOWD
• . •4 I 1/4'THICK METAL BENCH FRAME OF SEAT WALL WELD CONT.TO POST, TWSF DRAM=Aw A"�a aE
;t, • 114'THICK METAL BENCH FRAME —— POWDER COATED-MATTE BLACK des m"
USM O $W;P OD pnR1R tY ALA
4. 3"TYP
CONCRETE -a` PC
° ` LED STRIP LIGHT SYSTEM 112"X 12"STEEL J BOLTS Date: 3/18/15
PAVING 1 ATTACH TO BOTTOM OF WOOD Revisions:
FINISH GRADE FINISH
PER MANOR SPECIFICATIONS
•'• •;.�. GRADE
a I
f CONCRETE SEATWALL, BOARDFORM i
FINISH ON ALL EXPOSED FACES. N
f - • -- --- ��— --------- � � \ (!I
• #4 BAR Q 1r O.C.HORIZ EA FACE Drawn BY:
CONCRETE WALL _ 4 '. CONCRETE SEATWALL, BOARDFORM 2q• 1�`� Checked By- �
BOARDFORM FINISH ON ALL FINISH ON ALL EXPOSED FACES. Job No, 114105.1
EXPOSED FACES #4 BAR @ 18"O.C.VERT.EA FACE No. Approved: ???
2'8• CONCRETE FOOTING
A.SECTION 6"CRUSHED GRAVEL BASE B. ELEVATION
SEATWALL PERGOLA POST CONNECTION L3. 0
4SE
mONtELEVATION 0 3" E: 1r axarTr�c a 3, 1} 1r sheet no. X of X
I NOTE:INSTALL BACKFLOW PREVENTOR PER TOP OF BOX FLUSH IN LAWN NOTES: LINE SIZED GATE VALVE
CODE AND REQUIREMENTS OF PREVAILING GATE VALVE(LINE SIZE) EACH 1. LOCATION OF QUICK COUPLER IN — QUICK COUPLER ASSEMBLY.
JURISDICTIONS. ---SIDE VALVE BOX IS SHOWN FOR INSTALL PER DETAIL
CLARIFICATION ONLY.INSTALL q
VALVE BOX WITH LOCKING OFF-SET FROM MAINLINE STANDARD VALVE BOX WITH
COVER. TOP OF BOX 12'ABOVE 2. EXACT FITTING REQUIREMENTS, GREEN CV LOCKING LID
EXISTING WATER METER - MULCH IN PLANTING BEDS COMPONENT SHAPES AND 30 INCH LENGTH-COILED WIRE `
N SEQUENCE MAY DIFFER FROM THAT - SPECIFIED WATERPROOF -SPECIFIED BACKFLOW SHOWN. -
LINE SIZED GATE VALVE-TYPICAL SYMBOL __ PREVENTION ASSEMBLY WIRE CONNECTION -
BACKFLOW PREVENTION DEVIDE-WATTS 007, -'�- ` `_ TOP OF BOX FLUSH IN LAWN/112'
FEBCO 850 SERIES,OR APPROVED EQUALVSPECIFIED MAINLINE TO ZONES ABOVE MULCH IN PLANTING BEDS
FROM UNION EACH SIDE z N VALVE I.D.TAG
SOURCE
• M Z/TO IRRIGATION } --.- - _ BOX EXTENSION c4 off
SYSTEM ow
a 4 SUPPORT BLOCKS °++ _ SPECIFIED CONTROL VALVE Gr nL-dol°Works, P.C.
WALL MOUNTED HOSE BIB. PLACE RECESSED --_ 4 a s BRICK OR CONCRETE BLOCK - ,Sols
ON BACK OF SEATWALL ADJACENT TO WATER 4•. M.C.IRRIGATION LATERAL LINE z.xw z°a O"""°"Sols 70O
r , Otegm
WATER SERVICE 8'MIN.314'ROUND WASHED -UNION-EACH SIDE OF VALVR603.222.5612/F-503.222_2283
92zoe
FEATURE.HARDWARE TO BE RATED FOR ROCC
TO BUILDING FREEZE PROTECTION. - --- - _ 4�C8�C16'CONC.BLOCK
E
FLOW 4 - - - - CONCRETE THRUST BLOCK -- — (4)REQUIRED TYPICAL.
IRRIGATION SUPPLY FROM - - -6'MIN.314'WASHED ROUND ROCK
METER V.C.MAINLINE
Of2INT OF CONNECTION DIAGRAM MOTTO BACKFLOW PREVENTION ASSEMBLYAUTOMATIC CONTROL VALVEASSEMBLYSE Tm
xu
0" 4 8' Iti
f+
NOTE: ROTOR HEAD SHALL BE A MINIMUM —FINISH GRADE TOP OF BARK MULCH NOTES: { }
OF 1',AND MAXIMUM OF 3' FROM EDGE — - 3 MIN.FROM EDGE OF TRENCH,
OF WALK,PAVING,CURB,OR EDGER. FINISH GRADE-TOP OF TURF/LAWN 1)EXTEND IRRIGATION PAVING OR FOOTING
EYOND Lm
EACSLEEVES DE 0 F PAVING.
-- — — PAVING �++
POP-UP ROTOR HEAD ASSEMBLY ROOFING NAIL TO MARK SLEEVE CL FINISH GRADE
= Y ! L 11; I 11'\r\Illi!II!I V"�II1I\PA.\!1VI\1\II!I1 1y111 1t1 O
Ir PAVING SUBGRADE z — /\ \\/
z --Q. 00
V.C.SCHEDULE 80 NIPPLE Of ?<n /\/ z g l // -
r+
V.C.SCHEDULE 40 STREET ELL z ? o _ \\�\//�\/ - as _ /\ \/ _ _ � SPECIFIED PIPE BACKFILL �
_ \� r \/ \ LATERAL LINE 4)
SPECIFIED BACKFILL f
�/�
C ♦ Q�
/\ \/ \ / MAINLINE Lm
-- - - SPECIFIED SLEEVE /////%// COMMON AND CONTROL WIRE13 co
P.V.C.SCHEDULE 80 NIPPLE,1'X 8'MIN. - -- - (BUNDLE AT IV INTERVALS) L
LATERAL UNE SPECIFIED PIPE BEDDING NOTE --- v c r
_ M.C.SCHEDULE 40 STREET ELL 1. CONTRACTOR SHALL REPAIR TRENCH SETTLEMENT AND RESTORE o '� cccc
.V.C.SCHEDULE 40 ELBOW OR TEE FINISH GRADES PRIOR TO SEEDING OR PLANTING AREAS. CK G
4 ROTOR HEAD - PVG SWING JOINT ASSEMBLY NOT TOSCAIE 5 IRRIGAT[ON SLEEVES UNDER PAVEMENT 6 TRENCHING IN PLANTING AREA Z
17 24 V T17 24'mm c
a
Z F—
,o O Z
EDGE OF PLANT BED OR ADJACENT PLANT �.. Q
SPECIFIED PLANT SPACING. SEE PLANT u) J a
MASSING SPACING DIAGRAM FOR LAYOUT ^ m
_
EQUAL J` PLANT SPACING REQUIREMENTS Q Q
I y + AREA FOR PLANT SPACING ADJUSTMENT ,.. �
_ SPECIFIED GROUND COVER-SEE W Z
f + y ' CONTINUOUS-EQUALLY SPACED OUTER PLANTING PLAN AND LEGEND FOR SPECIFIED PLANTING
s
_ __ 0
ROW AT EDGE OF PLANTING BED. FOLLOW SPACING REQUIREMENTS 'a "z Q
�,�� REDLINE AS DELINEATED ON THE PLANTING _
GSET CROWN OF ROOTBALL 1'ABOVE FINISH oc
{ ws
{ J PLAN.LOCATE PLANTS ONE HALF OF ABOVE SET CROWN
SH GRADE OF ND COVER 1fl GRADE �OR� �F NOt 10 BOF
E
,f r+ �,l ,r^ M NAMWt
SPECIFIED SPACING DISTANCE FROM EDGE
`��, w OF BEDLINE,OR ADJACENT PLANT MULCH-2'DEEP,SHREDDED FIR OR MULCH,SHREDDED FIR OR HEMLOCK BARK OF`�"`°"°`G
MASSING,UNLESS OTHERWISE SPECIFIED. ��HEMLOCK BARK Date: 3118115
0 - >'tC/�/ /�%�� \�fi� / � FINISH GRADE Revisions:
G
G
ALL PLANTS SHALL BE PLANTED AT EQUAL / /� /�\ FIMSH GRADE -
,, TRIANGULAR ON CENTER SPACING AS �\\j /\\j/�\j/\ j\j\\j\\� j j/ AMENDED SOIL-50%COMPOST AND 50% _ ----AMENDED SOIL-4'DEPTH MINIMUM.
+ } { + } { + } _ SPECIFIED ON PLANTING PLAN �\//\\/��\f\\X-(\//\/�\//\\j\\/r,\\j\\j\\/\\� \/�\\j\\//\\j\\j\\r�` NATIVE TOPSOIL - - AMENDED SOIL TO BE 50%COMPOST AND
50%NATIVE TOPSOIL
LOCATE PLANTS ONE HALF OF SPECIFIED
+ } + } COMPOST TO 8E TESTED AND COMPLY - -
'^ r /\\//\//\\j/\\/I~\//\\//\\//\\//\\/1\\//\\ \//\\//\\//\~// /\\/1\\; WITH REQUIREMENTS OF US SCARIFY SIDES AND BOTTOM OF PLANT PIT
_ SPACING DISTANCE FROM ANY CURB, WITH _
�+ SIDEWALK,OR OTHER HARD SURFACE, - - _ _ _ _ COMPOSTING COUNCIL. Drawn Bv: 7.n
BACKFILL SOIL MIXTURE-50%COMPOST/
UNLESS OTHERWISE SPECIFIED. ROOTBALL DIAM.+24' Checked By- ???
----- - - -- �` 50%NATIVE TOPSOIL. Job No. 114105.1
EDGE OF PAVEMENT,CURB OR OTHER _ - _ UNDISTURBED NATIVE SOIL SCARIFY SIDES b BOTTOM UNDISTURBED NATIVE SOIL Approved: ???
HARD SURFACE
COMPOST TO BE TESTED AND COMPLY
PLANT SPACING DIAGRAM GROUND COVER PLANTING SHRUB PLANTING - CONTAINER t I EMENT M TNG L3.1
7
.e
AN NOT TO SCALE V SECTION NOT TO SCN E V SECTIQN
o e 17 2a' sheet no. X of x
REFERENCE ONLY
NOT APPROVED WITH THIS PERMIT
NOTES:
PER CLEAN WATER SERVICES TABLE 4-1 ,
NO NEW STORMWATER TREATMENT IS
REQUIRED FOR THIS REDEVELOPMENT.
O O
0
PROVIDE 1 " IRRIGATION TAP ON RECIRCULATING PUMP WITH
UPSTREAM SIDE OF METER. NO DIRECT CONNECTION TO PROVIDE 1 " IRRIGATION TAP ON
INSTALL DOUBLE-CHECK POTABLE WATER SYSTEM UPSTREAM SIDE OF METER.
BACKFLOW DEVICE IN BELOW OR SANITARY SYSTEM. INSTALL DOUBLE-CHECK
GRADE ENCLOSURE. BACKFLOW DEVICE IN BELOW
GRADE ENCLOSURE.
TIGARD STROLLING STREET Draft Utility Plan
MAIN ST PLAZA o 4' s' 16' NORTH
REFERENCE ONLY
NOT APPROVED WITH THIS PERMIT
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