HomeMy WebLinkAbout30 DP Alexadria Ph 4A 00-500062 1300 BarronDate: July 9, 2001
To : Amanda Hudec, Accounting
From: Bob Mosley, City Engineer~
Subject: Completed Infrastructure from Private Development
By the attached letter of completion for the Alexandria phase 4A development , we have accepted
the following improvements to the City of College Station infrastructure.
Streets:
27 foot wide pavement-Danville Lane
27 foot wide pavement-Markham Lane
Storm Sewer:
21 inch diameter
27 inch diameter
Sanitary Sewer:
Water:
6 inch PVC sanitary sewer main
10 inch PVC sanitary sewer main
4 foot diameter eccentric manholes
6 inch PVC main
8 inch PVC main
Fire Hydrant, assembly
677 linear feet
530 linear feet
30 linear feet
465 linear feet
588 linear feet
524 linear feet
3 each
603 linear feet
529 line ar feet
2 each
Based upon our previous meeting, Development Services has begun providing us engineering
estimates with the private development plans . This will allow us to identify the cost of the
infrastructure in the future. We do not have the engineering estimates for this project. This memo
provides a record of the infrastructure acceptance, however, the engineering cost estimates for
this infrastructure will be required from Development Services.
c: Natalie Ruiz, Development Coordinator
Vernon Wright, Engineering Technician
Missy Green, Staff Assistant
.. LETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
Dear Sir:
DATE, s4h1 I
RE : COMPLf<:TlON OF
? fey sA-r--dn '~ 7 h . 'f/1
The purpose of our l e tte r i s t o r e ques t th a t the followin g lis t e d improve m e n ts b e a pprove d
and accepte d as b e ing construc t e d unde r city in s p ection a nd comple ted a cco rdin g t o pla n s
and sp e cifica tions as approve d and r e quire d b y the City of College Station, T e xas. This
approval a nd acce pta nce by the C ity i s r e ques t e d in orde r that w e may fin a lize any s ub -
contracts a nd to a ffirm the ir w a rranty on the w o rk. This a pproval and acce pta n ce b y th e
City of the improve m e nts listed b e l ow d oe s h e r e by void the l e tte r of gua rantee for the
lis ted improveme nts on the above r e fe r e nce project.
The one year warranty is herby affirmed and agreed to by __________ and
by their sub-coritractors as indicated by signatures below .
WORK COMPLETED \,
5f/Ze-12+s
I i
Contractor: t,vf?~/lifAJ S:;{wol? <
Address: --------Address: P. 6. ts OX ;2-33 ~
l<::KJ t4r ~ 1 7 eo6
I I
ility Representative
ACCEPTANCE & APPROVAL
r ..
.--.
Item
No.
I
2
3
4
5
6
7
8
9
JO
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
ALEXANDRIA SUBD IVISIO N, PHASE 4A
ENGINEER'S ESTIMATE
Septem ber 19, 2000
Description Unit Quantity
Pavi n g Constru ct io n
Mobilization Lump Sum I
Prepare Work Area Lump Sum I
Earthwork C.Y. 1,858
1.5" HMAC Surface Course {o//J S .Y. 2,628
6" Lime Stabilized Subgrade 11 S.Y. 4,098
Extra Lime -Ton 50
6" Crushed Limestone Base J(i_ S.Y. 2,628
Curb and Gutter (all types) 81 L.F. 2,263
Concrete Apron (Type A) or Knuckle ----S .F. 795
4" Sidewalk tJK' S.F 4,546
Sidewalk Ramps OK.. S.F 134
Signs, barricades and traffic control O,i!_ Lump Sum I
Estimated
Unit Price
1,000.00
1,000.00
3 .00
5 .00
4 .60
100.00
5 .70
7 .50
2 .60
2 .75
2.75
500.00
Paving Subtotal
Drainage System C onstr uction
21" Reinf. Concrete Pipe, Str. Backfill 6)( L.F . 30 40 .25
27" Reinf. Concrete Pipe, Str. Backfill 015;:' L.F . 465 46.00
IO' Curb inlet f:/" EACH I 1,900.00
5' Curb inlet EACH 3 1,3 00.00
Construction Exit d' S.Y . 67 25 .00
Inlet Protection y EACH 6 50.00
Silt Fence L.F . 6JO 2 .00
Straw Bale Barrier EACH 2 75 .00
Fibermulch Seeding --S.Y. 5,667 0 .50
Trench Safety (storm drain) L.F. 465 1.00
Drainage System Subtotal
Water System C on struction
8" PVC Water Line, Str. Backfill ~ L.F. 529 25 .00
6" PVC Water Line, Str. Bae I ~ L.F. 604 18 .75
Fire Hydrant Assembly EACH 2 1,900.00
8" Gate Valve y EACH I 540.00
8"x 6" Tee ,/ EACH I 250.00
6" Gate Valve v EACH 2 380.00
6"x 13" Anchor Coupling / EACH 2 75 .00
6"x 45 degree Bend / EACH 2 100.00
Remove 2" Blow-Off Assembly t/ EACH 2 150.00
2" Blow-Off Assembly / / EACH I 440.00
1.5" Type K Copper Water Ser .,~ I 0 ft . length ( 4 ft . avg)~/,· EACH 5 400 .00
1.5" Type K Copper Water Ser.,> I 0 ft. length ( 53 ft . avg)/ EACH JO 820.00
I" Type K Copper Water Ser., ~ I 0 ft. length ( 4 ft . avg) EACH 3 350.00
I" Type K Copper Water Ser.,> I 0 ft . length ( 52 ft . avg) Y EACH I 750.00
Trench Safety (water line) d L.F. 1.133 1.00
Water System Subtotal
Sewer System C on struc ti on
JO" PVC, D -3 034 , Non-Str. Backfill o;:.__ L.F . 524 27.00
6" PVC, D-3034, Str. Backfill (J~ L.F. 27 30 .00
6" PVC, D-3034, Non-Str. Backfill ~l. L.F. 542 16 .00
6" PVC, D-2241 , Str. Backfill (J L.F . 20 32.00
Standard Manhole, 8-10 ft . deep / EACH 2 1,250.00
Standard Manhole, 12-14 ft . deep v EACH I 1,750.00
4" Sewer Service ~ JO ft . (5 ft . avg. length) f EACH 9 450 .00
4" Sewer Se~> JO ft . (53 ft. avg . length) v EACH 7 1,100 .00
IO" Cap EACH I 100.00
Trench Safety (sewer line) / L.F . I 113 1.00 ·------Sewer System Subtotal
~~'~--:· , .. ..:~ Total Construction Cost ~?* ~r~\
KEN M .. ~~ :J .. P•••o•• ~ '~ 65923 14 ~ ~~ :;.~~~~~~ ·---;,,.-.:::I. J,~-
'"'f:1, q /'I 0 )
Total
1,000.00
1,000 .00
5,574.00
13,140.00
18 ,85 0 .80
5,000 .00
14 ,979.60
16,972 .50
2,067.00
12 ,501 .50
368.50
500.00
91 ,953 .90
1,207 .50
21,390.00
1,900.00
3,900.00
1,6 75 .00
300.00
1,220 .00
150.00
2,833.50
465 .00
35,041.00
13 ,225.00
11 ,3 25 .00
3,800.00
540 .00
250.00
760.00
150.00
200.00
300.00
440.00
2,000.00
8,200.00
1,050.00
750.00
I 133 .00
44 , 123 .00
14 ,148 .00
810.00
8,672 .00
640.00
2,500.00
1,750 .00
4,050 .00
7,700.00
100 .00
1,113 .00
41.483.00
$212,600.90
l
...
Item
No .
I
2
3
4
5
6
7
8
9
10
II
12
13
14
15
16
17
18
19
20
21
22
ALEXANDRIA SUBDIVISION, PHASE 4A
ENGINEER'S ESTIMATE
September 19, 2000
Description Unit Quantity
Pavinl Construction
Mobilization Lump Sum I
Prepare Work Area Lump Sum 1
Earthwork C.Y. 1,858
1.5" HMAC Surface Course S.Y. 2,628
6" Lime Stabilized Subgrade S.Y. 4,098
Extra Lime Ton 50
6" Crushed Limestone Base S.Y. 2,628
Curb and Gutter (all types) L.F . 2,263
Concrete Apron (Type A) or Knuckle S.F . 795
4" Sidewalk S.F 4,5 46
Sidewalk Ramps S.F 134
Signs , barricades and traffic control Lump Sum 1
Estimated
Unit Price
1,000 .00
1,000.00
3 .00
5.00
4 .60
100 .00
5.70
7.50
2 .60
2 .75
2 .75
500.00
Paving Subtotal
Drainage System Construction
21" Rein( Concrete Pipe, Str. Backfill L.F . 30 40.25
27" Rein( Concrete Pipe, Str. Backfill L.F. 465 46.00
1 O' Curb inlet EACH 1 1,900.00
5' Curb inlet EACH 3 1,300.00
Construction Exit S.Y. 67 25.00
Inlet Protection EACH 6 50.00
Silt Fence L.F . 610 2 .00
Straw Bale Barrier EACH 2 75 .00
Fibermulch Seeding S.Y. 5,667 0.50
Trench Safety (storm drain) L.F . 465 1.00
Drainage System Subtotal
Water System Construction
23 8" PVC Water Line, Str. Backfill L.F. 529 25 .00
24 6" PVC Water Line, Str. Backfill L.F . 604 18.75
25 Fire Hydrant Assembly EACH 2 1,900.00
26 8" Gate Valve EACH 1 540.00
27 8"x 6" Tee EACH I 250.00
28 6" Gate Valve EACH 2 380 .00
29 6"x 13" Anchor Coupling EACH 2 75 .00
30 6"x 45 degree Bend EACH 2 100.00
31 Remove 2" Blow-Off Assembly EACH 2 150.00
32 2" Blow-Off Assembly EACH 1 440.00
33 1.5" Type K Copper Water Ser.,:::; 10 ft . length ( 4 ft. avg) EACH 5 400 .00
34 1.5" Type K Copper Water Ser.,> 10 ft . length ( 53 ft. avg) EACH 10 820.00
35 1" Type K Copper Water Ser., :::; 10 ft . length ( 4 ft . avg) EACH 3 350.00
36 1" Type K Copper Water Ser.,> 10 ft . length ( 52 ft . avg) EACH 1 750.00
37 Trench Safety (water line) L.F . I 133 1.00
Water System Subtotal
Sewer System Construction
38 10" PVC, D-3034 , Non-Str. Backfill L.F . 524 27 .00
39 6 " PVC, D-3034 , Str. Backfill L.F . 27 30.00
40 6" PVC, D-3034 , Non-Str. Backfill L.F. 542 16 .00
41 6" PVC, D-2241 , Str. Backfill L.F . 20 32 .00
42 Standard Manhole, 8-10 ft . deep EACH 2 1,250.00
43 Standard Manhole, 12-14 ft . deep EACH I 1,750 .00
44 4" Sewer Service :::; I 0 ft . ( 5 ft . avg . length ) EACH 9 450 .00
45 4" Sewer Service > I 0 ft . ( 5 3 ft . avg. length) EACH 7 1,100.00
46 JO" Cap EACH I 100 .00
47 Trench Safety (sewer line) L.F . 1,113 1.00 --· --~·· Sewer System Subtotal
-.-'t"' •.= , .. L .... Total Construction Cost t:Y* ~r~\. KENlM.~~) .. ,, ..... -:7,. .. ~ ~ \ 65923 lJ i! ~ ~--9-~f;.~ ._... -""';. ~ -
-~· . \1 -
'''f::1c q /'I 0 A
Total
1,000.00
1,000.00
5,5 74 .00
13 ,140 .00
18 ,8 50 .80
5,000 .00
14 ,9 79 .60
16 ,972.50
2,067.00
12 ,50 1.50
368 .50
500.00
91 ,953 .90
1,2 07 .50
21 ,3 90 .00
1,900.00
3,900.00
1,675.00
300.00
1,220 .00
150.00
2,833 .50
465 .00
35 ,041.00
13 ,225 .00
11 ,325 .00
3,800.00
540.00
250.00
760.00
150.00
200.00
300.00
440.00
2 ,000.00
8,200.00
1,050.00
750.00
I 133 .00
44 123 .00
14 ,148.00
810.00
8,6 72.00
640.00
2,500.00
1,750.00
4 ,050 .00
7,700.00
100 .00
1,113.00
41 483.00
$212,600.90
ctlS McCLURE ENGINEERING, INC. ______ _
September 22 , 2000
Mrs . Natalie Ruiz
Development Coordinator
CITY OF COLLEGE STATION
P .O . Box 9960
College Station, Texas 77842
RE: ALEXANDRIA SUBDIVISION, PHASE 4-A
FINAL PLAT SUBMITTAL
Dear Natalie :
Attached please find the following items for the above referenced submittal :
1. Final Plat Application
2 . Final Plat Filing Fee of $200 .00 ,
3 . Development Permit Fee of $100 . 00
4 . Subdivision Inspection Fee of $300 .00 ,
5. Thirteen ( 13) folded blueline prints of final plat ,
6 . Two (2) sets of construction plans ,
7 . Drainage is in compliance with Drainage Report submitted and approved on 11/30/99,
8. Two (2) copies of the Engineer's Construction Cost Estimate and
9 . Copy of Original Paid Tax Certificate submitted 8/00 which is still applicable for 1999
taxes
It is my understanding that this plat will be reviewed by the Planning and Zoning Commission
on Thursday, October 19 , 2000 .
Should you have any questions or need additional information, please advise .
Very truly yours,
~chael R McClure ~.E ., R .P .L.S .
President
MRM/mlm
attachments
1008 Woodcreek Drive, Suite 103 •College Station, Texas 77845
(979} 693-3838 •FAX (979) 693-2554 •email: mcclure@tca.net
C6-Scoob t--
~ q -2 ~0
8;t.f5ftM
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby made for the following development specific site/waterway alterations:
Subdivision Construction in the drainage basin of the South Fork of Lick Creek
ACKNOWLEDGMENTS:
I, ----------------' design engineer/owner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the current requirements of
the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards.
As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to
these documents and the requirements of Chapter l 3 of the College Station City Code.
Property Owner(s) Contractor
CERTIFICATIONS: (for proposed alterations within designated flood haz.ard areas.)
A. L certify that any nonresidential structure on or proposed to be on this site as part
of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year stonn.
Engineer Date
B. L certify that the finished floor elevation of the lowest floor, including any
basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the
latest Federal Insurance Administration Flood Ha7.ard Study and maps, as amended.
Engineer Date _,,,,,,,,
C. L Michael R. McClure, P .E. , certify that the alterations or development covered by this pe~'°;hiii 0~~~-t'•t
diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alt,}~· ···~IS' '•1.
development are consistent with requirements of the City of College Station City Code, Chapter 13 concernin ~cloac of \ ! ~
floodways and of floodw fringes . ,.~~0ICHA1El°R.1 MCCL .. RE·-1
¢;.tkz., '1 jz/oo \i\;."32740:j1J
Date ~ ft~ ·f.9tsn~~~··· #'-' t,.s-.s-, ••••••••• ~0 -\ ONAL €---
D. I, do certify that the proposed alterations do not raise the level ofthe:'.".,.,~~y~ear~~
flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study.
Engineer Date
Conditions or comments as part of approval : ----------------------------
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris
from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities .
All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the
above named project. All of the applicable codes and ordinances of the City of College Station shall apply .
FINAL PLAT APPLICATION
FNLPAPP.DOC 4/14199
3 of3
F OR OFFICE USE O NLY ~P&Z CASE NO .: ~C)-/7~ 't>ATE SUB.MITIED: -d5-00
FINA L PLAT APPLI CATION
(check one) Mi n or __ Amending ~fina l __ VaCB.ting __ Rcp lat
The following items must be submitted by an established filing deadline date for P & Z Commission consideration.
MINIMUM SUBMITI AL REQUIREMENTS :
XX Filing Fee of $200.00.
XX Devel o pment Permit Application Fee of $100.00 (if applicable).
XX Infrastructure Inspection Fee of S300 .00 (applicable if any public infrastructure is being constructed .) .
.JQL Application completed in full.
XX 'CTurteeu (13) folded cop ies of pl a t (A signed mylar original must be submitted after staff review.)
__ One (1) copy of the approved Pre liminary Plat and/or one (1) Master Plan (if applicable).
_XL_ Paid tax certificates from City of Co ll ege Station, Brazos County and College Station I.S.D.
_XL_ A copy of the attached checklist with all it.ems checked off or a brief explanation as to why they are not
XX Two (2)copies of public infrastructu re plans associated with this plat (if applicable).
APPLICATION DATA
ALEXANDRIA PHASE 4-A
SPECIFIED LOCATION OF PROPOSED SUBDIVISION a l ong the north end extension of Alexandria
Avenue and northwe st of Alex andria P'-"-h=a=s~e---3~·· -~B~-----('---'j~·2)0""".-"""-'"""'---'J3o ( I 6 0 gJ )
( fZ I 3 3:::.......;:,S'°--o-+-) __ _
APPLICANT/PROJECT MANAGER'S WFORMATION (Primary Contact for the Project):
Name F<lward Froehling
Street Address 3887 High Lonesome City College st_a_t_i_o_n ______ _
Zip C ode 77845 E-Mail Address ___ _ State ----TX
Phone Number 776-8266 Fax Number 774-0565 -----------
P ROPERTY OWNER'S INFORMATION:
Name Edward Froehling
Street Address ------------same as above C ity _________________ _
S tatc ----E-Mai l Address ____________ _ Zip C cxl e _____ _
Phone Number Fax Number -----------------------------~--
ARCHITECT OR ENGINEER'S INFORMATION:
Name Michael R . McClure , P .E ., R .P .L .S., McCLURE ENG I NEERING , INC .
Street Address 1008 Woodcreek Drive , Ste . _1_0_3 __ _ C ity College St_a_t_io_n_,, _____ _
State TX Zip Code 77 84 5 E-Mai l Address mcclure@tca .net :..=:-=..:..:.=--------
Pho ne Number 693-5893 Fax Nwn bc r 693-2554 ---------------------~-----
FINAL PLAT APPUCATION
FNLPAPP .D<X Jn~m
I o f)
TOTAL ACRES OF SUBDIVISION 7 .0 60 Ac. R-0-W ACREAGE 1 .41 Ac. TOTAL# OF LOTS 30 Lots
NUMBER OF LOTS BY ZONING DISTRICT R-1 I 3 0 ___ ! __ I --
AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZO NING DISTRICT:
R-1 I 0. 19 Ac . I I / __ _
FLOODPLAIN ACREAGE __ O __ _
PARKLAND DEDICATION ACREAGE ·----OR FEE AMOUNT ____ _
A STATEMENT ADDRESSING ANY DIFFERENCES BETWEEN THE FINAL PLAT AND APPROVED MA STE R
DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE):
REQUESTED VARIANCES TO SUBDMSION REGULATIONS & REASON FOR SAME _______ _
REQUESTED OVERSIZE PARTICIPATION ------------------------
TOT AL LINEAR FOOTAGE OF PROPOS ED:
1193 L .F. STREETS
1090 L .F . SIDEWALKS
1112 L .F . SANITARY SEWER LINES
1133 L.F. WATER LrNES
O CHANNELS
495 L.F. STORM SEWERS
0 BIKE LANES I PATHS
NOTE: DIGITAL COPY O F PLAT (IF APPLICABLE) MUST BE SUBMITTED PRIOR TO F ILIN G .
The applicant has prepared th i app lication and certifies th a t the facts stated h er e in and exhibits attach ed
hereto a re troe, correct and complete. Th e undersigned h ereby requests approva l by the C ity of College Station
of the above identified flnal p lat.
FINAL PLAT APPLICATION
FNLPAP P.DOC Jn5/99
2 ofJ
TAX CFRT IFJCAT E · Cer tificD t e tt 555696
r h i s c ;~ r t i. f i. c o'l t e i. s s ued by G [ ll A I.fl 1. • (J'3lJ fl 0 '( ) t,J T N N
f or t he t~x ing entj t ies : Brc7o~ County (Gl)
Co ll e ge S ta t ion City (C2)
B/C Fire Di st 1 (Fl )
r h ,-o u g h 1. 9 9 9 T a x Y e a r r: o l. l. :) g e ~> t .J . T S O ( s 2 )
~roperty IO: R 1.3 8S0
1~ccou nt Num: · 005401--0027 -0000
A 0 0 S 4 0 1. ii ')TE VE N S 0 N ( IC 1. ) , f :< M; T i 7 ,
ACRES 93.543
Owner lfl : 1.71.41.
FROEHlING , fDWARO
3887 :J'(G IJ l..ONESO ME
COL LEGE STATION , TX 77 8 4 5
T h 5. s d o c: 1 1 m E: n t i s t o c: e 1· t 5 f y t h t; t D f t e r t; c t; r· e f u l c h e c k o f t h e L D x r· e c o r· d s
n f t h .i s 0 f f i. c e , t h e f o l .l. o 1.J i. n g c; u r 1-e n t o r d P. l. i n q u e n 1·: t a x e s , r e 11 a l. 1·: i. e s , .:-: n d
interest ~re d u e on the properly for the taxing entities d escr·ibed above :
En 1: i. ty '( e a r S ta teme n 1':
C2 00 R8207
Fl 0 Cl RB/.08
Gl 00 RB207
G 1. Cl 0 :rn ? os
,-. ·j
•J <.. 00 RR 207
s?. 00 rrn 20s
T .'.l :< 1J11 e 0 i. SC .
l ,~)56.66
:rn . 98
1 ,88 7 . lJ
S33 .70
7 ,856 .09
2 ,09!).7f)
;r .r.T A tt .
0 .00
0.00
0 .00
0.00
0.00
0 .00
Fe P.
0.00
0.00
0 .00
0.00
0. 00
0 . 0 "
Total Du e
1 ,956 .66
:1 0 .9E:
l ,887 .11
S 33 .70
7 ,856 .09
2 ,0 95 .76
Total Due on A ll Bills i.f Paid By 08 /31./2000: $ 1. 4 ' :) 6 0 • 3 0
~\\\\ \\ 111! I 111 fflli// ~'\ ~CTOA 0 i11.z'l,,, ~~ ()\)~ ••• • • • • •• IC").. ~
§§CJ··· ··.~~ ~~~ .... ~· x ···.~\
""....::· ~ .cJl ~ a;!/.J.; -y.: §
o : : . = (./) ~ ~ .:{::: 2
<fl.·. •• ~ ~ { 'tli • .• ..( s .. · ;s /;' '%.. l}>,. • • • • • ••• Ci() ~ ~ y ••••••• $ ~ ~ 8RA7-0 ,~~ ,,,,,, \\\\' -~11111111111 \\\\\\
C2 T axes Paid
Fl -r .~ x es i) a i. d
Gl T 0xes Paid
S2 Ta xes Pai. d
for
f or
for
fo r
199 9:
1. 99 9 :
1 999:
1. 9 9 9 :
$7 3 4.1 7
$22 .0 4
$1 ,078 .7 0
$4 ,39 0 .4 6
This certificate is issued on real
SPECIAL CO NDITIOU exasfDt9 te only. !t does not include
THIS ACCOUNT , SEE BELoW JT Ule ralsand/o rpe rson al property.
~•P End of Tax Certifi c ate ~·a
lf nppl i cable, th e above de sc ribed prope r ty is receivi ng s p ecial val u ation
h .1 s e d o n i_ ts 11 s e . A d d i. t i. o n .~ l r o 1 .1 b a c k t a x e s \.J h i_ r; h ma y h 8 c om 8 d u e h a s e d o n
t he provjsions of the s p ecial v~luation are not indicate d i n this document .
r h i. s c e r t i f i.. c a t e d o e s n o t: •: l e a r a Ii u s 8 0 f g r a n t e d e x e m p t i. o n s .1 s d 2 f i. n 8 d i. n
S e c t i . o n 1 J . 4 3 , P ,,, r n g r rl p h ( i. ) o f t h e T e x .::; s P 1· o p e r· t y T a x C o d e .
o f A u th o r· i . z e d O f f 5 c: e r o f
Re quested by MCCLU RE ENG .
No fee collecte d.
Oate o f I ssue : 08/02/00
I
ALEXANDRIA SUBDIVI SIO N, PHASE 4A
ENGINEER 'S ESTI MATE
September 19, 2000
Item Unit Quant it y Es tim ated
No.
Descript ion Unit Pri ce
P a vin g Const ru cti on
I Mobi lizat ion Lumr Sum I 1,000 .00
2 Pre pare Work /\rea Lump Sum I 1,0 00 .0 0
J Ea rthwork CY. 1,85 8 3.0 0
4 1.5 " HMAC Surface Cour se SY. 2,628 5.00
5 6" Lim e Stabilized S ubgradc SY. 4,098 4.60
-· ·--·-----
6 Extr a Lime Ton 50 I 00 .00
7 6" Crushed Limes ton e Base SY 2,628 5.70
8 Cu rb and Guue r (all types) L.F 2,263 7.50
9 Co ncrete Apron (Type /\) or Knu ck le S.F . 795 2.6 0
10 4" Sidewalk S.F 4,546 2.75 -· ----. ---· 11 Side walk Ramps ST 134 2. 75
12 Signs, barri cades, and tr anic control Lu111p Sum , I 500.00
Paving Subt ota l
Drai n age Syste m Construction
13 21 " Rein f. Concrete Pipe , Str. Backfill LF JO 40 .2 5
14 27" Reinf. Co ncrete Pirc, Str. Backfill L F. 465 46 .00
15 I O' Cur b inlet EAC H I 1,900.00
16 5' Curb inl et EAC H 3 1,300.00
17 Co nstruction Ex it S.Y. 6 7 25.00
18 Inle t Prot ec ti on EAC H 6 50.00
19 Si lt Fence L.F . 6 10 2.00
20 Straw Bale Barrie r EAC H 2 75 .00
21 Fibermu lch Seed in g SY. 5,66 7 0.50
22 Tre nch Safety (s tonn drain ) L.F . 465 1.00
Draina ge System Subtotal
Water System Construction
23 8" PV C Water Line, Str. Bac kfill L.F . 529 25.00
24 6" PV C Water Line, Str. Back fill L.F . 60 4 18 .75
25 Fire Hydrant Asse mbly EAC H 2 1,900 .00
26 8" Gale Valve EACH I 540 .00
27 8"x 6" Tee EAC H I 250 .00
28 6 " Gate Valve EAC H 2 380 .0 0
29 6"x I 3" Ancho r Coupling EAC H 2 75.00
30 6"x 45 degree Bend EAC H 2 100.00
31 Re move 2" Blow-Off Assemb ly EACH 2 150 .00
32 2" Blow-Off Assemb ly EAC H I 440 .00
33 1.5" Type K Coppe r Water Se r.,_::: I 0 ft. leng th ( 4 ft . avg) EAC H 5 400.00
34 1.5 " Type K Copper Water Ser.,> I 0 ft. length ( 53 ft. avg) EAC H 10 820.00
35 I" Type K Coppe r Wat er Se r., _::: I 0 ft . length ( 4 ft. avg) EAC H 3 350 .00
36 I" Type K Copper Wat er Ser., > I 0 ft. length ( 52 ft . avg) EAC H I 750.00
37 Tre nch Safety (waler lin e) L.F. I, 133 1.00
Water Sy s tem Subt otal
I Sewer System Cons tru ction
38 IO" PVC, D-3034, No n-Str. Backfi ll L F. I 524 27.00
39 6" PVC, D-3034, Str. Backfill LF I 27 30 .0 0
40 6" PV C, D-3034, No n-Si r. Backfi ll L.F . 542 16 .00
41 6" PVC, D-2241 , Str. Ba ckfi ll L.F. 20 32 .00
42 Sta ndard Manhole, 8-10 ft . deeE EAC H 2 1,250.00
43 Standard Manhole, 12-14 ft . deep EAC H I 1,75 0 .00
ti~ 4" Sewe r Se rvice _::: I 0 fl . (5 fl avg. length) EACH 9 450 .00
45 4" Se wer Se rvice > 10 fl . (53 fl . avg. leng th ) EAC H 7 1,100 .ool
46 10" Cap E/\C I I I 100 .00
47 Tre nch Safe!v (sewer lin e) I L.F. ! , 113 1.00
-z---__ ... _ Sewer Sys tem Subtot al
--.... , ""-· 'E-1-:1a.. Tota l Con s tru c t io n Cost f//1.r.'t~
KENT .(.L~:j
r~ 65923 ~~
• ~~ t--~,· ~~
To tal
1,000 00
1,000 00
5,574 .00
I 3, 140 .00
18 ,850.80
5,0 00 .00
14 ,979.60
16 ,9 72.50
2,067.00
12,50 1.50
368.50
500.00
9 1,953 .90
1,207 .50
2 1,3 90.00
1,900 .00
3,900 .00
1,675.00
300.00
1,220.00
150.00
2,8 33 .50
465.00
35,04 1.00
I 3,225.00
11 ,325.00
3,8 00 .00
540.00
250 .00
760 .00
150 .00
200.00
300.00
440 .00
2,000 .0 0
8,20 0.0 0
1,050.00
750.00
1,133 .00
44, 123.00
14 , 14 8.00
8 10.00
8,672.00
640.00
2,500.00
1,750 .00
4,050 .00
7,700 .00
100 .00
1,11 3 .00
4 1,483.00
$2 12,600 .9 0
Item
No.
I
2
3
4
5
6
7
8
9
10
II
12
13
14
15
16
17
18
19
20
2 1
22
ALEXAN D RI A SU B DIVIS I O N, PHAS E 4A
EN G I NEER'S E STIMATE
Se pte mbe r 19, 200 0
Descripti o n Un it Quant it y
P av in g C o n s tructi o n
Mo bil iza t ion Lum p Su m 1
Pre pare Work Arca Lu m p Su m 1
Earthwork C.Y. 1,858
1.5" 1-lMAC Surface Course S.Y 2,628
6" Lim e Stabilized Su bgrade S.Y 4,098 ----
I
Ex tra Lime Ton 50
6" Cr us hed Limestone Ba se SY 2 ,628
Curb and Gutter (all types) L.F
I
2,263
Co ncret e /\pron (Ty pe A) or Knuckle S.F 795
4" S idewalk S.F I 4,5-16 -
S.F I S id e walk Ramps 134
Signs , barr icad es , a nd traffic con trol Lump Su m I I
Es tim a te d
Un it P r ice
1,000.00
1,000.00
3.00
5 .00
4.60
I 00.00
5.70
7 .50
2.60
2 .75
2 .75
500.00
Paving Subtotal I
Dra i nage Sys t em C on s tru c ti o n
21" Rein r. Concrete P ipe, Str Backfill L.F. 30 40.25
2 7" Rein r. Concrete Pi pe, Str. Back ti.II L.F 465 46.00
I O' Curb inlet EACH 1 1,900.00
5' Cur b inle t EACH 3 1,3 0 0.00
Construction Exi t S.Y 67 2 5 .00
Inlet P rotecti on EACH 6 5 0.0 0
Sil t Fe nce L.F . 610 2.00
Straw Ba le Barrier EACH 2 75 .00
Fiberrnul ch Seed in g S.Y. 5,667 0.5 0
Trench Safety (s to rm d rain ) L.F . 465 1.00
Drainage Sys tem S ubto ta l
Wate r Sys t em C ons truction
23 8" PVC Water Line, S tr. Backfil l L.F . 529 25.00
24 6" P VC Water Line, Str. Backfill L.F. 604 18.7 5
25 Fire Hydrant Assemb ly EACH 2 l ,900.00
26 8" Ga te Valve EACH l 540 .00
27 8"x 6 " Tee EACH 1 25 0 .00
28 6 " Gate Valve EACH 2 380 .00
29 6 "x 13 " Anchor Coupl ing EACH 2 75 .00
JO 6"x 45 degree Ben d EACH 2 100.00
3 1 Remo ve 2" B low-Off Assembly EACH 2 150.00
32 2" Blow-Off Assemb ly EACH l 440.00
33 1.5 " Type K Copper Wate r Ser.,::: I 0 fl. lengt h ( -1 fl . avg) EACH 5 400.00
34 l .5" Type K Copper Wate r Ser.,> I 0 fl. len gth ( 53 fl . avg) EACH IO 820.00
35 l" Type K Copper Wate r Ser.,::: l 0 fl. le ngt h ( 4 ft . avg) EACH 3 350.00
36 I" Type K Copper W a te r Ser., > l 0 ft. len gth ( 52 ft . avg) EACH I 750.00
37 Trench Safety (water line) L.F . l , 133 1.00
Water System S u btotal
Sewer Sys t em Con s t ruct io n
38 1 O" P VC, 0-3034, Non-Str. Backfill L.F . 524 27.00
39 6" PVC, D-3034, Str. Backfill L.F 27 30.00
40 6" PVC, D-3034, No n-Str. Bac kfi ll L.F. 542 16 .00
4 1 6" PVC, D-2241, S tr. Backfill L.F. 20 32.00
42 Standard Manhole, 8 -1 0 fl. deep EA C H 2 1,250.00 --
43 St a ndar d Manhole, 12 -1 4 fl. deep EACH I 1,750.00
44 4" Sewer Se rvice ::: I 0 fl . (5 fl . avg. length ) EACH 9 450.00
45 4" Se we r Service> I 0 ft . (53 ft. avg. le ng th ) EACfl 7 1,100.00
46 10 " Ca p EACH I 100 .00
47 T renc h Safety (sewer line) L.F . 1, 11 3 1.00
-z---.::"\\\ Sewer System Subto tal
~ .... "1.11i" .°':' , E°J.."°iB To ta l Cons tr uct ion Cost t:7 .* i~\.
KE NT M. LAZA -~ \ ·········~··.J
1-< ~ 65923 ~t wf~~~~~---~~ .• •• <3°" ,., .. -~ -.,,...:.. L -
''" 0 /'I 0
Tota l
1,0 00 .00
1,00 0 .00
5,574.00
13 , 140 .00
18 ,8 50.80
5,000.00
14,979.60
16,972.50
2,0 67 .00
12 ,5 01 .50
368.50
500.00
91,953.90
1,207.50
21,390.00
1,900.00
3,900.00
1,675.00
300.00
1,220.00
150.00
2,833.50
465.00
35,04 l .OO
13,225 .00
l l ,325.00
3,800.00
540.00
250.00
760.00
150.00
200.00
300.00
440.00
2,000.00
8,200.00
l ,050.00
750.0G
l, 133.00
44 ,123 .00
l 4, 14 8.00
8 10.00
8 ,672.00
640.00
2,500.00
1,750 .00
4 ,050.00
7,700.00
100.00
1,1 13 .0 0
4 1,483.00
$2 12,600 .90