HomeMy WebLinkAbout00071158STAFF REVIEW COMMENTS NO. 1
Project: EMERALD FOREST PH 11-B (FP)-FINAL PLAT (1-500115)
PLANNING
Final Plat: Certificate of Ownership and Dedication- change University Park
Phase 11 to Emerald Forest Phase 11 B; Lot 12, Blk. 19-- east line dimension
is 85.00'.
Reviewed by: TED MAYO Date: 5/27/01
ENGINEERING
1. Cover Sheet: add "and Drainage"
2. Final Plat: change per planning comments above.
3. Sheet C-2: Clearly show and label all existing and proposed infrastructure
including storm sewers with sizes. Show all new taps add environmental
control features- location of silt fences, etc. .
4. Sheet C-3: Add flow line of storm sewer at sta. 8+80.21 ie, 240.25; add 6" ss
flow line elevation at sta. 9+46.66 = 237.30; label storm sewer up slope of
inlet 2A- 24" RCP; label sidewalks and ramps- refer to detail sheet; add curve
data at street intersection- all four corners. Add pavement width (39' BC/BC)
for Spring Creek. Add note to storm sewer inlets referring to detail sheet; add
profile of proposed 12" storm sewer between inlets 2A & 2B.
5. Sheet C-4: Label sidewalk; add curve data at corner of street; Profile T/C
elevations-sta. 14 to sta. 15- 9_ Or 2_. Add note to inlet No. 1 referring to
detail sheet.
6. Sheet C-5: Add curve data at street intersection- all corners; label sidewalks
and ramps- refer to detail sheet; add pavement width on Turtle Rock Loop;
pvt. width of Spring Creek - change to 39' from 28'.
7. Sheet C-6: Double taps are to be 1.5" and single taps are to be 1". Note pipe
deflection not permitted at joint; minimum radius for 6" PVC is 150'.
8. Sheet C-7: Double taps are to be 1.5"; single taps are to be 1". No deflection
allowed at joint for PVC pipe; minimum radius for 6" pipe is 150'. Install 2"
blowoff assembly at sta. 16+88.89 instead of 6" plug; relocate from sta.
7+75.22.
9. Sheet C-8: Install 2" blowoff assemblies at pipe ends instead of 6" plugs.
Double taps are to be 1.5' and single taps are to be 1". No deflection allowed
at joint for PVC pipe; minimum radius for 6" pipe is 150'.
10. Sheet C-9: Add flowline elevations at each end of proposed 6" sanitary sewer.
Show tap locations and sizes.
11. Sheet C-10: Show all tap locations with sizes.
Staff Review Comments Page 2 of 3
12. Sheet C-11: Add typical detail for 28' & 39' pavement sections; add tap details
for water and sanitary sewer; add structural details for curb inlets; add profile
for 12" storm sewer between inlets 2A & 2B.
13. Sheet C-12: sidewalk width is 4'; sidewalk is 6' from back of curb.
14. Sheet C-13: ok; add notes on sheets C-6 thru sheet C-10 referring to sheet C-
13 for TNRCC Compliance requirements.
Reviewed by: TED MAYO
Date: 5/27/01
ELECTRICAL
1. Blk. 21, need a 15 ft easement between lots 7 & 8.
2. Developer is responsible for the installation of conduits per city spec and
design.
3. Developer is responsible for the installation street lighting per city spec and
design.
Reviewed by: Tony Michalsky Date: 5-11-01
MISCELLANEOUS
1. Irrigation system must be protected by either a Pressure Vacuum Breaker or
Reduced Pressure Principle Back Flow Device and installed as per City
Ordinance 2394.
2. Back Flow devises must be tested upon installation as per City Ordinance
2394.
Reviewed by: Rob Werley
LAND MANAGEMENT
1. Turtle Rock Loop that meets with Rolling Rock Place at Lot 10, Block 19 on
the south side of Spring Creek needs to be changed to Rolling Rock Place as
was done in Phase 11-A & 11-C.
Reviewed by: Melissa Rodgers
Date: 5-11-01
NOTE: Any changes made to the plans, that have not been requested by the
City of College Station, must be explained in your next transmittal letter and
"bubbled" on your plans. Any additional changes on these plans that have not
been pointed out to the City, will constitute a completely new review.
Staff Review Comments Page 3 of 3
STAFF REVIEW COMMENTS No. 2
Project: EMERALD FOREST PH 11-B (FP)-FINAL PLAT (1-500115)
PLANNING
1. Final Plat: Certificate of Ownership and Dedication- change University
Park Phase 11 to Emerald Forest Phase 11 B; Lot 12, Blk. 19-- east line
dimension is 85.00'. No plats have been submitted.
Reviewed by: Thomas V. Vennochi Jr. Date: 7/16/01
ENGINEERING
1. Cover Sheet: OK
2. Final Plat: change per planning comments above. No plats have been
submitted.
3. Sheet C-2: Clearly show and label all existing and proposed infrastructure
including storm sewers with sizes. Show all new taps add environmental
control features- location of silt fences, etc. Sheet C-2 has been omitted?
4. Sheet C-3: Is it Rolling Rock Place or Turtle Rock Loop?
5. Sheet C-4: OK
6. Sheet C-5: OK
7. Sheet C-6: OK
8. Sheet C-7: OK
9. Sheet C-8: OK
10. Sheet C-9: OK
11. Sheet C-10: OK
12. Sheet C-11: add structural details for curb inlets; add profile for 12" storm
sewer between inlets 2A & 2B.
13. Sheet C-12: OK
14. Sheet C-13: OK
Reviewed by: Thomas V. Vennochi Jr. Date: 7/16/01
NOTE: Any changes made to the plans, that have not been requested by the
City of College Station, must be explained in your next transmittal letter and
"bubbled" on your plans. Any additional changes on these plans that have not
been pointed out to the City, will constitute a completely new review.
Staff Review Comments Page 2 of 3