HomeMy WebLinkAbout00071087Project Name:
Review Date:
Reviewer.
Public Wastewater Infrastructure
General
~/A '5L Overall utility layout sheet - showing easements (platted or by separate instrument)
N1A 'R If separate instrument easements are needed - do not approve until we get them recorded
ts/A 0. TXDOT permits needed?
0 Sealed and Signed
Q"' Engineers Estimates
Lines
F ipe material
Pipe sizes (allowable.... 6, 8,10,12,15,18)
LtY Depth (min cover)
!J,(A A Depth (excessive)
N/A S Separation distances gNRCC)
e All utilities in plan & profile w/sizes and type
B" Private vs. Public line distinction
ge" Wyes not past property line
LV' Grades - existing and proposed (centerline, right and left) shown in profile
C" FlowUnes (specified/labeled)
QV" Full TNRCC compliance
fly Conflicts with other utilities shown (min. 1'clear / except water - see TNRCC)
f?' Labels on all major items in plan & profile (crossings)
Size/Location sufficient for overall City needs/masterplan
L~ Lines located in PUFIROW
6'1~ Stationing on all manholes and services
Manholes
(V Lines end in MH
CK Manhole spacing (max 500')
2""' Manhole diameter based on depth and line size (4'vs.5' diam)
NAP Manhole covers - "watertight" cover if in tloodplain
f9~ Manholes accessible from public ROW/easement
Ir Manholes at change of alignment, grade or size
(K Drops through manhole CrNRCC)
Service Lines
E5'' Service lines - materials and size specified from main to end
l r Services provided to all lots to a point beyond sidewalks on both sides
te"' Services > 6" enter at manholes
3
o: dcvc_scrformsu &rIc stdoc 3.5/99 of 12
Project Name:
Review Date:
Reviewer.
Public Wastewater Infrastructure(cont.)
Details
Lt' Standard Details noted or included (referenced as city of CS Standard Details)
14k Details for all non-standard items (inciude/ok) (not on CS Std. detail sheet)
Le Easement width adequate
OK Embedment details (specify option)
LY' Trench safety if deeper than 5'
2"' Erosion control notes
The following items are variances to the College Station public wastewater standards:
0:~&-ve_sceforms\eWa klsLdoc 3/23/99 4 of 12
Project Name:
!T
Public Water Infrastructure
Review Date:
Reviewer.
General
Kl ; SL Overall utility layout sheet - showing easements (platted or by separate instrument)
.1~ ,6 If separate instrument easements are needed - do not approve until we get them recorded
IN A UMOT permits needed?
❑ Sealed and Signed
k'*~ Engineers Estimates
Lin
Pipe material
2"' Pipe sizes (allowable.... 6,8,12,16,18 - note no 10" approved)
' f~ Depth (4'+) (min,max)
CTS Separation distances (rNRCC)
9K All utilities in plan & profile w/sizes and type
3,' Private vs. Public line distinction
Wyes not past property line (so meter can be within ROW/easement)
N/A It Max # of connections for size waterline (TNRCC)
e' Pipe deflection (noted as degrees, radius - with begin/end curve, not at jt)
N(/~ 9 Grades - existing and proposed (centerline, right and left) shown in profile
Y' Full TNRCC compliance
E+' Conflicts with other utilities shown
C' Labels on all major items in plan & profile (crossings)
31-~ Siz 4-ocation sufficient for overall City needs/masterplan
Ts~ 5 Minimize dead-end lines
Y' Lines located in PUFJROW
OR"' Stationing on all fittings and taps
Valves
L3Y Valve spacing (500')_
Np Valves - system isolation
I Valves - at hydrant
Backflow preventers/ and check valves uses as necessary ( irrigationf5re sprinkler/pools/hazards)
D Blowoff; (FH ok too) @ end of dead end lines
t~~A Air release valves at all major high points
Fire Hvdrants
Fire hydrant spacing (Coverage)
TK Fire hydrant location (relative to curb)
Uv" Fire hydrant - detailltype specified
❑ Fire flow calculations provided
Se ice Lines
Service Lines - materials and size specified from main to meter
Services provided to all lots to a point beyond sidewalks on both sides of street
o:'deve aerfcr=-4rtedikLsLdoc 323/99 1 of 12
Project Name:
Review Date:
Reviewer.
Public Water Infrastructure(cont)
Details
Q' Standard Details noted or included (referenced as city of CS Standard Details)
N//4 19 Details for all non-standard items (included/ok) (not on CS Std. detail sheet)
Q"' All MT valves and fittings
V Thrust blocking
Er' Ea==t width adequate
Y~'Embedment details (specify option)
Trench safety if deeper than 5'
Q Erosion control notes
The following items are variances to the College Station public waterline standards:
o `dcve-Wefaz=\=i r'chkWLdm 31-25M
.of 12
FOR OFFI II ONLY
CASE NO. -6 -
DATE SUBMITTED -b
SITE PLAN APPLICATION
ME', V M SUBMrFrAL REQUIREMENTS
Site plan application completed in full.
$100.00 Application Fee.
$100.00 Development Permit Application Fee.
$300.00 Public Infiastructure Inspection Fee if applicable. (This fee is payable if construction of a public
waterline, sewerline, sidewalk, street or drainage facilities is involved.)
Ten (10) folded copies of site plan.
~Lr A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not
checked off.
APPLICATION DATA
NAME OF PROJECT PP ANA -1 PA ,1ZCF,&,Ct S !SrTA"T 1~ 2*r4`(,,
ADDRESS ~2& 441C) .So~-t~-1vsE5-t 11-Kt~.3A`a
LEGAL DESCRIPTION '2-02- A.CYL~S ASS 'L SCR ; +nt ~OL VrvIF ~ Co l~'3 PC-: C~
APPLIC A N'T (Primary Contact for the Project):
Name
d-cam~~E~i
Street Address x.551 -7F_y,CAj A\tr , S STM ~ City LO~,LEC S'rA-t to1.S
State -TIC Zip Code _77 (Sq 0 E-Mail Address f"i' F-tCAI.F MC~G-;CS . Cc>^~ t
Phone Number ~9-79> 953 53S', Fax Number (9-74)
PROPERTY OWNER'S INFORMATION:
Name _~"*N S-f A-l e SW'~'J -
Street Address (22 City
State 7y Zip Code `77RSc1 E-Mail Address
Phone Number ~ 1 ) 2-T9 - 3 38 Fax Number
(172~ 2-79 - 53c S
ARCHITECT OR ENGINEER'S INFORMATION:
Name t2-~1% A--s A+PD C t Cwt.=
Stream Address
State Zip Code
Phone Number
City
E-Mail Address
Fax Number
OTHER CONTACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc.)
Name
Strwt Address
State Zip Code
Phone Number
Fax Number
SITE PLAT APPLICATION
SITEAPP. f~C 032599
City
E-Mail Address
1 of 3
CURRENT ZONING A -P
PRESENT USE OF PROPERTY Cu~2i2e VACCAPZ-1
PROPOSED USE OF PROPERTY `l" OF-f'ICsS
VARIANCE(S) REQUESTED AND REASON(S)
# OF PARKING SPACES REQUIRED 39 # OF PARKING SPACES PROVIDED _SG
O MULTI-FAMILY RESIDENTIAL
Total Acreage
Floodplain Acreage
Housing Units
# of 1 Bedroom Units
# of 2 Bedroom Units
# of 3 Bedroom Units
# of 4 Bedroom Units
FOR 2 BEDROOM UNITS ONLY
# Bedrooms Z 132 sq. ff.
# Bedrooms < 132 sq. ff.
L' COMMERCIAL
Total Acreage 2.O 2
Building Square Feet
Floodplain Acreage-
(0592.
`~RoPos~r~ = 54F-t
~~-t u rz.E = 3 ~ o0o so~'~'t
The applicant has prepared this application and certifies that the facts stated herein and exhibits attached
hereto are true and correct.
Signature of Owner Agent or Applicant
SITE PL.A- APPLICATION
SITEAPP.DOC 03,'23,199
S
Date
2 of3
SUBMIT APPLICATION AND THIS
LIST cHECxF-D OFF wrrH 10
FOLDED COPIES OF SITE PLAN FOR REVIEW
SITE PLAN MIlNIWM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LEIIITED TO THE FOLLOWING:
1.
Sheet size - 24" x 36" (minimum).
Cif
2.
A key map (not necessarily to scale).
3.
Title block to include:
Qa'
Name, address, location, and legal description
UK
Name, address, and telephone number of applicant
CY
Name, address, and telephone number of developer/owner (if differs from applicant)
Cr"
Name, address, and telephone number of architeWengineer (if differs from applicant)
C~
Date of submittal
C~
Total site area
4.
North arrow.
C~
5.
Scale should be largest standard engineering scale possible on sheet.
Mr'^ 6.
Ownership and current zoning of parcel and all abutting parcels.
7.
Existin, locations of the following on or adjacent to the subject site:
Cl'
Streets and sidewalks (R.O.W.).
C'R'*'
Driveways (opposite and adjacent per Driveway Ordinance 1961).
C3"
Buildings.
ID-'
Water courses.
Show all easements clearly designating as existing and type (utility, access, etc.).
1J/}
100 yr. floodplain and floodway (if applicable) on or adjacent to the proposed project site, note if there is
none on the site.
C9~
Utilities (noting size and designate as existing) within or adjacent to the proposed site, including building
transformer locations, above ground and underground service connections to buildings, and drainage inlets.
l
Meter locations.
CK-
Topography (2' max or spot elevations) and other pertinent drainage information. (If
plan has too much information, show drainage on separate sheet.)
38. Proposed location, type and dimensions of the following.:
N/A 25 Phasing. Each phase must be able to stand alone to meet ordinance requirements.
Ca" The gross square footage of all buildings and structures and the proposed use of each. If different uses are
to be located in a single building, show the location and size of the uses within the building. Building
separation is a minimum of 15 feet w/o additional fire protection.
Setbacks. Show building setbacks as outlined in Ordinance 1638 Zoning Ordinance, (Section 7, Table A)_
CY Off-Street parking areas with parking spaces drawn, tabulated, and dimensioned. Minimum parking space
is 9' x 20', or on a perimeter row 9' x 18' with a 2' overhang. Designate number of parking spaces
required by ordinance and provided by proposal.
Handicap parking spaces.
1 of3
SITE PLAN CHECKLIST
SITECKDOC 03,25/99
CY Parking Islands. Raised landscape islands, (6" raised curb) a minimum of 180 sq. are required at both
ends of every parking row (greenspace area contiguous to the end island maybe applied toward the
required 180 sq. ft.). Additionally, 180 sq. ft. of landscaping for every 15 interior parking spaces must be
provided. All required islands must be landscaped or set with decorative pavers, or stamped dyed concrete
or other decorative materials as approved.
CC3~ Drives. Minimum drive aisle width is 23' with head-in parking or 20' without parking.
@'~ Curb cuts. For each proposed curb cut (including driveways, streets, alleys, etc.) locate existing curb cuts
on the same opposite side of the street to determine separation distances between existing and proposed
curb cuts. Indicate driveway throat length as measured in the Driveway Ordinance. (See Ordinance 1961
for driveway location and design requirements.)
~!R Security gates (show swing path and design specs with colors).
CBS Sidewalks (both public and private). Sidewalks are required at time of development if property has frontage
on a street shown on the Sidewalk Master Plan or if the review staff determines the necessity. (Refer to
Section 10.2 of the Zoning Ordinance).
IJ~Ia+ Medians. Show any and all traffic medians to be constructed on site.
L Landscape Reserve. A twenty four foot setback from R.O.W. to curb of parking lot is required. Pavement
may encroach into this 24' reserve by up to 1134 square feet if streetscape requirement can still be met. In
no case may the pavement be less than 6' from the property line.
M Common open spaces sites
Islp1 ~I. Loading docks
Detention ponds
1J~/~s fg Guardrails
WA 10 Retaining walls
All required and other types of fences (a 6' privacy fence is required between industrial/commercial and
residential developments as well as between multi-family and single family developments).
Sites for solid waste containers with screening. Locations of dumpsters are accessible but not visible from
streets or residential areas. Gates are discouraged and visual screening is required. (Minimum 12 x 12 pad _
required.)
Show all easements clearly designating as proposed and type (utility, access, etc.). If dedicated by separate
instrument list by volume and page.
C~ Utilities (noting size and designate as proposed) within or adjacent to the proposed site, including building
transformer locations, above ground and underground service connections to buildings.
Meter locations (must be located in public R.O.W. or public utility easement.).
ay", Proposed grading (1' max for proposed or spot elevations) and other pertinent drainage information. (If
plan has too much information, show drainage on separate sheet.)
3"- Show proposed and existing fire hydrants. Fire hydrants must be located on the same side of a major street
as a project, and shall be in a location approved by the City Engineer. Any structure in any zoning district
other than R-l, R-1A, or R-2 must be within 300 feet of a fire hydrant as measured along a public street,
highway or designated fire lane.
Show fire department connections. FDC's should be within 150' of the fire hydrant. In no case shall they
be any further than 300' apart, and they shall be accessible from the parking lot without being blocked by
parked cars or a structure.
3' Show fire lanes. Fire lanes a minimum of 20 feet in width with a minimum height clearance of 14 feet must
be established if any portion of the proposed structure is more than 150 feet from the curb line or pavement
edge of a public street or highway.
NOTE: Fire hydrants must be operable and accepted by the City, and drives must have an all weather surface as
defined in the Zoning Ordinance Section 9 before a building permit can be issued.
lkd 9. Will building be sprinkled? Yes 0 No C <
If the decision to sprinkle is made after the site plan has been approved, then the plan must be resubmitted.
10. W neelstops may be required when cars overhang onto property not owned by the applicant or where
there may be conflict with handicap accessible routes or above ground utilities, signs or other conflicts.
SITE PLAN CHECKLIST 2 of3
SITECK.DOC 0125;99
ty 11. Show curb and pavement detail. A 6" raised curb is required around all edges of all parts of all paved areas
without exception. (To include island, planting areas, access ways, dumpster locations, utility pads, etc.)
Curb details may be found in the Zoning Ordinance Section 9 and alternatives to those standards must be
approved by the City Engineer. No exception will be made for areas designated as "reserved for future
parlang
❑ 12. Landscape plans as required in Section 11 of the Zoning Ordinance (See Ordinance ' 1638.) The
landscaping plan can be shown on a separate sheet if too much information is on the original site plan.
if requesting protected tree points, then those trees need to be shown appropriately barricaded on
the landscape plan. Attempt to reduce or eliminate plantings in easements. Include information on the plans
such as:
E( required point calculations
Q' additional streetscape points required. Streetscape compliance is required on all streams larger than a
residential street.
al~ calculations for 9 of street trees required and proposed (proposed street tree points will accrue toward total
landscaping points.)
❑ proposed new plantings with points earned
❑ proposed locations of new plantings
❑ screening of parking lots
❑ screening of dumpsters, detention ponds, transformers, A/C units, loading docks, propane tanks, utility
demarcation point on buildings, or other areas potentially visually offensive.
Ell' existing landscaping to remain
Fill' show existing trees to be barricaded and barricade plan. Protected points will only be awarded if
barricades are up before the first development permit is issued.
13. Show irrigation system plan. (or provide note on how irrigation system requirement will be met prior to
issuance of C.O.) All plans must include irrigation systems for landscaping. Irrigation meters are separate -
from the regular water systems for buildings and will be sized by city according to irrigation demands
submitted by applicant and must include backflow prevention protection.
c 14. Is there any landscaping in TxDOT RO.W. ? Yes ❑ No EJ'
If yes, then TxDOT permit must be submitted.
Or 15. Will there be any utilities in TxDOT RO.W. ? Yes ❑ No
If yes, then TxDOT permit must be submitted.
L9~ 16. Will there be access from a TxDOT RO.W. ? Yes ❑ No W/1"
If ves, then TxDOT permit must be submitted.
I~lR 17. The total number of multi-family buildings and units to be constructed on the proposed project site.
WA Id 18. The density of dwelling units per acre of the proposed project.
❑ 19. Provide a water and sanitary sewer legend to include water demands (minimum, maximum and average
demands in gallons per minute) and sewer loadings (maximum demands in gallons per day).
ER'*' 20. Are there impact fees associated with this development? Yes ❑ No
NOTE: Sims are to be permitted separately.
3 of3
SITE CHECKLIST
SITECK DOC 03`25i99
ENGINEER'S COST ESTIMATE
PLANTERS & MERCHANTS STATE BANK
UTILITY IMPROVEMENTS
UNIT TOTAL
COST
NO. DESCRIPTION I QUANTITY I UNIT I COST
I
WATER LINE IMPROVEMENTS
1
Mobilization, Erosion Control, & Trench Safety
1
LS
$3,824.00
$3,824.00
(Water Line)
2
8" PVC C-900 (Class 200) Water Line w/Class "D"
13
LF
$17.00
$221.00
Embedment
Street Bore w/14" Steel Encasement (SCH 40) & 8"
3
DIP (Class 350) Locking Joints with Gaskets and
65
LF
$140.00
$9,100.00
Casing Spacers
4
12" X 8" (MJ) Tapping Valve & Sleeve
1
EA
$1,800.00
$1,800.00
5
8" (MJ) Gate Valve & Box
1
EA
$750.00
$750.00
6
8" X 6" (MJ) Reducer
1
EA
$500.00
$500.00
7
Standard Fire Hydrant (Type 2) & Appurtenances
1
EA
$2,000.00
$2,000.00
SANITARY SEWER I
MPROVEMENTS
8
Mobilization, Erosion Control, & Trench Safety
1
LS
$3,005.00
$3,005.00
(Sewer Line)
9
6" PVC SDR-26 (D 3034) Sanitary Sewer w/Class
175
LF
$15.00
$2,625.00
"D" Embedment
10
Standard 4' Diameter Manhole
1
EA
$2,000.00
$2,000.00
11
Tie into Existing Manhole & Construct Drop
1
EA
$500.00
$500.00
Connection
12
Cement Stabilized Sand Backfill (Sewer Line)
45
LF
$15.00
$675.00
TOTAL ESTIMATED CONSTRUCTION COST = $27,000.00
This Engineer's Cost Estimate was prepared in our office,
at the date shown, and is released for the purpose of
public infrastructure cost projections.
North B. Bardell, Jr., P.E. 60873 Date
Q~~4o Q
tiS
ve'
*
00873
,45
Planters and Merchants State Bank - 000761-3357 1 of 1