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Home My WebLink AboutDrawingsPeripheral Islands Interior Islands 0 Peripheral Parking Spaces xx Interior Parking Spaces xxx Min. Required Island Area PAINNG Peripheral Parking: 112 spaces Interior Parking: 108 spaces Total parking: 220 spaces PMPMAL ISLANDS Required End Island Area: 1800 sqft. Provided End Island Area: 3422 sqft. INTERIOR ISLAND End Island Area Required (min) Extra End Island Area Required: (108sp/15sp)•180 sqft: TOTAL End Island Area Required: TOTAL Interior Island Area Provided Scale: 1 inch = 50 feet 2880 sq. ft. 1440 so. ft. 4320 sq. ft 4320 sq. ft. 4938 sq. ft 503.06 180 360 4 31.4 26.05 O q180 11 503.28 360 511.8 360 25 27 O� L 1 ag es 3.4oNEO v, W nth � � tV M ZA 360 401.56 503.93 360 180 180 180 233.10 251.97 D 24 180 402.09 a a 0 27.85 360 Kenny Cotten's BBQ Parking Lot Island Analysis Nov. 24, 2004 360 388.28 15 18 270.28 191.5 s 91.57 64.05 20 O 360 12 356.44 W 353.32 366.55 180 360 180 248.33 D F 26 ] NORTH ELEVATION FRONT ELEVATION I_______ _______________________________ ______________________________J REAR ELEVATION SOUTH ELEVATION (Cal * 5`(�- 2 Z Scale: 1 inch = 50 feet y Tr, Gee -- �U ( reo Required (min) and Area Required: 15sp)*180 sqft: ;land Area Required: r Island Area Provided 2880 sq. TL aia—sa—ft 4320 sq. ft 4320 s ft. 4938 sq. ft ciiD 233-10 n 191.57 360 'Z ti 56.44 S1456.44 4 241 � 4180 c180 251.97 042 8- fireflowsiteplan- 041110 Analysis Type: Steady State Project Description: Kenny Cotten's Restaurant — Fireflow of 1875 gpm split on nodes 2065 and 2067 rn x x 00 ry lorizontal Plan I 6&u-C, Landscape Calculations IOINT CALCULATIONS Required Site Area -- 151, 788 = 151,785 / 1000 x 30 = 4,554 Points Street5cope -- Major Arterial Frontage -- 125' ([E Along FM 2518) 125 - 20' (Driveways *Visibility Triangles) = 105 / 50 x BOO = 630 Points Streetscope -- Minor Arterial Frontage -- 662' (E Along Dartmouth) 662 - IBcl' (Driveways * Visibility Triangles) = 523 / 50 x 500 = 3, Points TOTAL POINTS REQUIRED 4,554 + B,765 = 8,322 Points v" STREETSCAPE TREES FM 28I5 -- 105 / 25' = 4 Canopy Trees ReWired Dartmouth -- 523 / 32' = 16 Canopy Trees Req)1red CANOPY TREE REQUIREMENT 10/12' Ht., 3/4' Sp., Matched Min., Canopy Trees 5,322 Total Points x 50% = 4,161 Total Points ReWlred 6 BO Gal. Grape Myrtle (Logerstrondmia indica 'Natchez') 40 J 12/14 Proposed Landscaping B VI 0 Shrubs Clear Trunk Min., Container CANOPY TREES (container) 50 5 Gal. Dwf. Youpon Holly (Ilex vomitoria 'Nona') 6 @ 300 Points (3% Col.) = 1 Points 6 Points 28 @ 150 Points (2%2" Col.) =4,200 Points - 18 5 NON CANOPY -T--REE5 Ycontainer) al Indian Hawthorn (Rophiolepsis indica 'Clara') 0 36" Height BHRUE35 (o @ 40 Points (30 240 Points 240 Points 231 @ 10 Points (5 Got.) = 2,310 Points 2,3 Points 206 @ 0 Points (5 Gal.) = 0 Points Gal. Purple Fountain Gross (Penni5etUM 5etaceum 'Rubrum') (Screening Rectpirement) Full 20 5 G I(o @ I Points (5 Got.) 16 Points 185 5 TOTAL PROPOSED LANDSCAPING Sea Green Juniper (Juniperu5 chinen5i5) 0 8 POINTS POINTS U\ZC'A� ►A i A t mwo (D 99 P hi , n�a p� P] WIN 12" Step Pad (Typ.) Flag Pole (Typ.) O �\ %N1 01 Landscape Plan ReF: None Scale: 1"=20 North &k,t Verify all dimensions before construction. C+,� Plant L ist Key Quantity Size Common Name (5otanical Name) Canopy Trees 0 12 2%2 Gat. Cedar Elm (UIMU5 crossifolia) n 2 A Col. Live Oak (Quercus virginia) 150 coo NOTE: All Disturbed earth must be 100% covered with established gross or groundcover prior to C.O. NOTE: Irrigation system must be designed and installed prior to C.O. 16 2% Col. Chinese Pi5tache (Pi5tocia chinen515) 150 (STREETSCAPE REQUIREMENT) 4 5k2' Col. Bold Cypress (Taxodium di5tichum) BOO (STREETSCAPE REQUIREMENT) 10/12' Ht., 3/4' Sp., Matched Min., Canopy Trees Clear Trunk Min., Container. 600 6 BO Gal. Grape Myrtle (Logerstrondmia indica 'Natchez') 40 2 12/14 Ht., 3/4' Sp., Matched B VI 0 Shrubs Clear Trunk Min., Container IS 50 5 Gal. Dwf. Youpon Holly (Ilex vomitoria 'Nona') 10 Min., 3cl IN, Gal. Elaeognus (Elaeagnus x ebbingei) 10 Height 18 5 Gal, al Indian Hawthorn (Rophiolepsis indica 'Clara') 0 36" Height Min., Rooted, (PARKING SCREENING REQUIREMENT) G 56 5 Gal. Hardy Red Oleander (Nerium oleander 'Hardy Red') 10 Rooted, Full 16 5 Gal. Purple Fountain Gross (Penni5etUM 5etaceum 'Rubrum') I Full 20 5 G Sea Green Juniper (Juniperus chinensi5) 10 0 185 5 Gal. Sea Green Juniper (Juniperu5 chinen5i5) 0 8,566 POINTS (PARKING SCREENING REQUIREMENT) (D 6 15 Gal. Wax Myrtle (Myrico cerifera) 10 n�a p� P] WIN 12" Step Pad (Typ.) Flag Pole (Typ.) O �\ %N1 01 Landscape Plan ReF: None Scale: 1"=20 North &k,t Verify all dimensions before construction. C+,� Plant L ist Key Quantity Size Common Name (5otanical Name) Canopy Trees 0 12 2%2 Gat. Cedar Elm (UIMU5 crossifolia) n 2 A Col. Live Oak (Quercus virginia) 150 coo NOTE: All Disturbed earth must be 100% covered with established gross or groundcover prior to C.O. NOTE: Irrigation system must be designed and installed prior to C.O. 16 2% Col. Chinese Pi5tache (Pi5tocia chinen515) 150 (STREETSCAPE REQUIREMENT) 4 5k2' Col. Bold Cypress (Taxodium di5tichum) BOO (STREETSCAPE REQUIREMENT) Point Value Points L •• r- Ill � I =A- 7 171 1 10/12' Ht., 3/4' Sp., Matched Min., Canopy Trees Clear Trunk Min., Container. 600 6 BO Gal. Grape Myrtle (Logerstrondmia indica 'Natchez') 40 2 12/14 Ht., 3/4' Sp., Matched B VI 0 Shrubs Clear Trunk Min., Container IS 50 5 Gal. Dwf. Youpon Holly (Ilex vomitoria 'Nona') 10 Min., 3cl 5 Gal. Elaeognus (Elaeagnus x ebbingei) 10 Height 18 5 Gal, al Indian Hawthorn (Rophiolepsis indica 'Clara') 0 36" Height Min., Rooted, (PARKING SCREENING REQUIREMENT) G 56 5 Gal. Hardy Red Oleander (Nerium oleander 'Hardy Red') 10 Rooted, Full 16 5 Gal. Purple Fountain Gross (Penni5etUM 5etaceum 'Rubrum') I Full 20 5 G Sea Green Juniper (Juniperus chinensi5) 10 0 185 5 Gal. Sea Green Juniper (Juniperu5 chinen5i5) 0 8,566 POINTS (PARKING SCREENING REQUIREMENT) (D 6 15 Gal. Wax Myrtle (Myrico cerifera) 10 Groundcover 852 4 pot Annual Color 0 TOTAL PROPOSED LANDSCAPING Point Value Points L •• r- Ill � I =A- 7 171 1 10/12' Ht., 3/4' Sp., Matched Min., 0-0" Clear Trunk Min., Container. 600 14/16' Ht., 4/5' Sp., Matched Height 0-0" Clear Trunk Min., Container 2 12/14 Ht., 3/4' Sp., Matched B VI 0 0-0" Clear Trunk Min., Container 1 14/16' Ht., 4/5' Sp., Matched 560 0-0" Clear Trunk Min., Container 240 615' Ht. 314' Sp*(, 3-5 Cones, Matched, Min. Gone Dia = 1 4", 4' Clear Trunk BOO 12" Height Min., Rooted, Full BqO 36" Height Min., 5' O.G. Max., Rooted, Full 0 B VI 0 Height Min., 3' O.G. Max., Rooted, Full 560 24" Height Min., Rooted, Full 16 24" Height Min., Rooted, Full 200 36" Height Min., Rooted, Full 0 36" Height Min., 5' 0. C. Max., Rooted, Full 60 36" Height Min. Rooted Full Prune To Tree Form Xfter Instalation 0 Rooted, Full 8,566 POINTS J, U 4 , a ZONED J + + + + + + + rc+) 01 Dumpster It DurrPster 3' B e rm efer to Civi 5 Berm Refer to Civil rP + loll T.. . I . + ZONED i�I P—r U D !Q Coe Z7� 3' Dia. Mulch Ring (Typ) OF ...................... ROBERT B. RUTH 1434 1 11/24/04 04 tN :10 CO N 0 V- L- U 0 (9 X ic C CO (y) O � X O ry C tJ Q 4-) 0 m� � U r1p IN Date: 11/19/04 Revisions: Sheet Number L3 1 G� 1 �' Sheet I of I 'NCHMARK: Survey point #878. FH Top Nut. Elevation 264.39. X= 3565957.99, Y= 10206448.41. Located on North Side of FM 2818 & West of Site Scale: 1 inch = 30 feet Over 4 1 I i • . • - Screening • • , , Board and stained t�, • • ikked match Building n ok ' material 0040, End '3 s • Ret aining �•• t W all v E Le �� -• Iii �I i 7r r O r • . 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SITE ti m Vicinity Map (NTS) OF 'Ex. Fence r-R2' - A FIRE LANE DESIGNATED iti 7•'c' r,�%5 ate: j l f;; All curbs and curb ends designated as firelanes on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced more than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. mmmmmmmmmmmmmm FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN gas - ELEC OE UE Ss- WL -- ELEc 1 � SS■ 1 �WL N Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines WWM Proposed Domestic Water Meter GM Proposed Gas Meter IM Proposed Irrigation Meter e Proposed Fire Hydrant P a � 2 ge �tran - x � 3 5 P9• rot p�O�,tea , 7 O x _ 1 v7 A Kenny Cotten 5541 Bear Lane, Suite 111 Corpus Christi, TX 78405 Phone (361) 289 -5168 According to FEMA Map Panel 48041 CO144C This property is located in zone X and does not contain any 100 yr flood plain. Kenny Cotten BBQ Dartmouth Drive Lot 2, Block 1 Cotten Subdivision 3.481 Acres LOT ANALYSIS KENNY COTTEN BBQ BUILDING AREA: 19,990 SQ FT RESTAURANT REQUIRED (@ 1 SPACE PER 100 SQ FT) = 200 SPACES PROVIDED= 220 SPACES UTILITY DEMAND DOMESTIC WATER: 15.74 GPM (PEAK) 3.94 GPM (AVE) 0 GPM (MIN) PROVIDE 2" WATER METER GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1- 800 - 344 -8377 b. Contact Kimberly Winn Q ONCOR. 774 -2506 C. Contact Mike Lavender @ Cox Cable 846 -2229 d. Contact Isabel Cantu ® BTU 821 -5770 e. Contact Mitchell Gas ® 779 -4460 f. Contact Union Pacific Resources ® 778 -8525 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction & the B /CS Unified Technical Specifications, Water and Sewer and Generals, 2004. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any 9 retestin due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking 9 area . s 6. It is the onsibili r I w ith I State resp ty of the contractor to comply it al to and Federal i zed Re ulations regarding construction activities near ever 9 9 9 9 averhead__power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Texas Utilities, Cox Communications, BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground- mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right -of -way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Contractor shall coordinate with owner for locations of electrical sleeves to be provided under parking area for parking lot lighting. FIRE FLOW: SEE MECHANICAL DRAWINGS SEWERAGE FLOW: 20,405 GPD (MAX) 5,112 GPD (AVE) 0 GPD (MIN) INTERIOR I- ANDSCAPING ANALYS I S KENNY COTTEN BBQ PARKING Peripheral Parking: 112 spaces Interior Parking: 108 spaces Total parking: 220 spaces PERIPHERAL ISLANDS Required End Island Area: 1800 sqft. Provided End Island Area: 3422 sqft. INTERIOR ISLANDS Required End Island Area (min): 2880 sq. ft. Required Extra Interior Island Area (111sp /15sp) x 180 sqft: 1440 sq. ft TOTAL Required Interior Island Area: 4320 sq. ft TOTAL Interior Island Area Provided: 4938 sq. ft T.979.2 F.979.2 511 UNIVERSI SUI1 COLLEGE STA1 PLAN & DESIGP CIVIL ENGINEER HYDROLOGY * U SfiE PLANS • z Lei C ` cc N � L C w M�a w rn > C, O v i Z C) I LL 0 � U N D z Li ,. d N T sac+ C c C E O ar � o o 0 C L 0 v ` U J L � 0) E 0 c N rn c U • - 4, V • •1 /r � Standard p 1b Recessed ro Inlet S 3. FIRE LANE DESIGNATED iti 7•'c' r,�%5 ate: j l f;; All curbs and curb ends designated as firelanes on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced more than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. mmmmmmmmmmmmmm FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN gas - ELEC OE UE Ss- WL -- ELEc 1 � SS■ 1 �WL N Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines WWM Proposed Domestic Water Meter GM Proposed Gas Meter IM Proposed Irrigation Meter e Proposed Fire Hydrant P a � 2 ge �tran - x � 3 5 P9• rot p�O�,tea , 7 O x _ 1 v7 A Kenny Cotten 5541 Bear Lane, Suite 111 Corpus Christi, TX 78405 Phone (361) 289 -5168 According to FEMA Map Panel 48041 CO144C This property is located in zone X and does not contain any 100 yr flood plain. Kenny Cotten BBQ Dartmouth Drive Lot 2, Block 1 Cotten Subdivision 3.481 Acres LOT ANALYSIS KENNY COTTEN BBQ BUILDING AREA: 19,990 SQ FT RESTAURANT REQUIRED (@ 1 SPACE PER 100 SQ FT) = 200 SPACES PROVIDED= 220 SPACES UTILITY DEMAND DOMESTIC WATER: 15.74 GPM (PEAK) 3.94 GPM (AVE) 0 GPM (MIN) PROVIDE 2" WATER METER GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1- 800 - 344 -8377 b. Contact Kimberly Winn Q ONCOR. 774 -2506 C. Contact Mike Lavender @ Cox Cable 846 -2229 d. Contact Isabel Cantu ® BTU 821 -5770 e. Contact Mitchell Gas ® 779 -4460 f. Contact Union Pacific Resources ® 778 -8525 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction & the B /CS Unified Technical Specifications, Water and Sewer and Generals, 2004. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any 9 retestin due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking 9 area . s 6. It is the onsibili r I w ith I State resp ty of the contractor to comply it al to and Federal i zed Re ulations regarding construction activities near ever 9 9 9 9 averhead__power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Texas Utilities, Cox Communications, BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground- mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right -of -way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Contractor shall coordinate with owner for locations of electrical sleeves to be provided under parking area for parking lot lighting. FIRE FLOW: SEE MECHANICAL DRAWINGS SEWERAGE FLOW: 20,405 GPD (MAX) 5,112 GPD (AVE) 0 GPD (MIN) INTERIOR I- ANDSCAPING ANALYS I S KENNY COTTEN BBQ PARKING Peripheral Parking: 112 spaces Interior Parking: 108 spaces Total parking: 220 spaces PERIPHERAL ISLANDS Required End Island Area: 1800 sqft. Provided End Island Area: 3422 sqft. INTERIOR ISLANDS Required End Island Area (min): 2880 sq. ft. Required Extra Interior Island Area (111sp /15sp) x 180 sqft: 1440 sq. ft TOTAL Required Interior Island Area: 4320 sq. ft TOTAL Interior Island Area Provided: 4938 sq. ft T.979.2 F.979.2 511 UNIVERSI SUI1 COLLEGE STA1 PLAN & DESIGP CIVIL ENGINEER HYDROLOGY * U SfiE PLANS • z Lei C ` cc N � L C w M�a w rn > C, O v i Z C) I LL 0 � U N D z Li ,. d N T sac+ C c C E O ar � o o 0 C L 0 v ` U J L � 0) E 0 c N rn c U • - 4, V • •1 /r November, 20 VICINITY MAP SCALE 1 " = 400' INDE OF SHEETS ENGINEER: MITCHELL & MORGAN, L.L.P. 511 UNIVERSITYDRIVEE., STE204 COLLEGE STATION, TEXAS 77840 (979) 260 -6963 Coversheet 01 - Site Play: 02 - Utilities Plan 03- Site Grading, Storm Drainage, and SWPP Plan 04- _Pond Grading & Storm Drainage Plan 05- Jointing Plan 06- Details - Mitchell & Morgan 07- Details - BCS Unified Water 08- Details - BCS Unified Sewer LS 1- Landscape Plan � TFX�� VERONICA) $ :.... •�'� �, ..... 77689 GIST A t1 `�S /ON OWNER: KENNY GOTTEN 5541 Bear Lane, Suite 111 Corpus Christi, TEXAS 78405 (36i) 289 -5168 0 00 C: Survey point #878. FH Top Nut. Elevation 264.39. X= 3565957.99, Y= 10206448.41. Located on North Side of FM 2818 & West of Site / r Scale: 1 inch = 30 feet t .gust #A err` Dane �r sres 6' Dumpster Screening 2.29 4 G 0 P9 Shall be 6' Cedar Sta0`l 25 tted Board and stained t Va ' rat p1a match Building �D material / / : y,r . G D Ch - 95r/ QJ`" 0 off•. Standard 1%OOO e 6 Inlet ' SITE �A iti.re:�:c:•` e ¢:�. Chi Roc � e c4 C N Vicinity Map ( NTS 1 �0 / e A -'Ex. Fence FIRE LANE DESIGNATED PARMNG I nd All curbs and curb ends designated as firelanes on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE –NO PARKING –TOW AWAY ZONE" Wording may not be spaced more than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN gas ELEC -OE -UE ss- WL gas Ec£c Emom•me ss. Ommunum. WL NQL Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines ©M Proposed Domestic Water Meter GM Proposed Gas Meter FIM Proposed Irrigation Meter (�u Proposed Fire Hydrant GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1- 800 - 344 -8377 b. Contact Kimberly Winn @ ONCOR. 774 -2506 /�� C. Contact Mike Lavender Cox Cable 846 -2229 / i� d. Contact Isabel Cantu ® BTU 821 -5770 —See Flume Detail this Sheet �i� e. Contact Mitchell Gas ® 779 -4460 f. Contact Union Pacific Resources ® 778 -8525 2. All construction shall be in accordance with the current City of Standard � College Station (C.S.) Standard Specifications for Street Construction & Recessed Inlet / the B /CS Unified Technical Specifications, Water and Sewer and Generals, 2004. All inspection shall be // p performed by the staff of the 10 �j City Engineer of C.S. All construction shall be coordinated with the City P M VD of C.S. City Engineer. D 3. In lieu of using the construction materials indicated in these i, Z ON� e�Ta`�d plans, the Contractor shall obtain written approval from the City C P 8 aCCes Engineer for any substitution prior to Construction. Requests for _ 65 $53 changes should include product information and an engineers seal 1 N 05 P9 where applicable. The contractor shall be financially responsible for \(0\ of p l a tted the engineer's time spent reviewing changes and redesigning based on 1 1 r contractors requests. z 4. french Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 0 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and Building parking areas. Setback 6. 1t is the responsibility of the contractor to comply with all State Temporary and Federal Regulations regarding construction activities near energized 7.5' Knock Off overhead power lines. Additionally, the contractor shall coordinate all r ^ r } Curb r ; proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall :r;a ='> =:r_. :• ire Lane Si n be considered subsidiary to the item in which it is used. All materials '�:�- `:,:'sew - '•;r R20 =• l and equipment shall be both furnished and installed unless otherwise . •j 3 noted. ,a., .i,_, ,:. ;,,,,• s. 8. The Contractor must provide construction staking from the " 5 P 9 Proposed information provide on these plans. 15' PUE 9. All soil exposed by construction shall receive cellulose fibermulch seeding. t 10. Trenches may be left open overnight if P 9 Properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, "` prlvewaY on and any other Public or Private Utility, etc. are not separate pay 1 items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Texas Utilities, Cox Communications, BTU, and Verizon to adjust the location of Existing M` facilities. O � �i 13. The contractor is responsible for traffic control. This is not a separate pay item. x 14. No spoil areas are available on this site. 15. All roof and ground– mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public x right -of –way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a _ unified appearance. 16. Contractor shall coordinate with owner for locations of electrical Jo sleeves to be provided under parking area for parking lot lighting. Kenny Cotten BBQ Dartmouth Drive Lot 2, Block 1 Cotten Subdivision 3.481 Acres • __1-M Kenny Cotten 5541 Bear Lane, Suite 111 Corpus Christi, TX 78405 Phone (361) 289 -5168 According to FEMA Map Panel 48041 CO144C This property is located in zone X and does not contain any 100 yr flood plain. LOT ANALYSIS KENNY COTTEN BBQ BUILDING AREA: 19,990 SQ FT RESTAURANT REQUIRED (@ 1 SPACE PER 100 SQ FT) = 200 SPACES PROVIDED= 220 SPACES UTILITY DEMAND DOMESTIC WATER: 15.74 GPM (PEAK) 3.94 GPM (AVE) 0 GPM (MIN) PROVIDE 2" WATER METER FIRE FLOW: SEE MECHANICAL DRAWINGS SEWERAGE FLOW: 20,405 GPD (MAX) 5,112 GPD (AVE) 0 GPD (MIN) ,NTERIOR LANDSCAPING ANALYS I S KENNY COTTEN BBQ PARKING Peripheral Parking: 112 spaces Interior Parking: 108 spaces Total parking: 220 spaces PERIPHERAL ISLANDS Required End Island Area: 1800 sqft. Provided End Island Area: 3422 sqft. INTERIOR ISLANDS Required End Island Area (min): 2880 sq. ft. Required Extra Interior Island Area (111 sp /15sp) x 180 sqft: 1440 sq. ft., TOTAL Required Interior Island Area: 4320 sq. ft. TOTAL Interior Island Area Provided: 4938 sq. ft off•. Standard 1%OOO Recessed 6 Inlet ' Gr �A iti.re:�:c:•` e FIRE LANE DESIGNATED PARMNG I nd All curbs and curb ends designated as firelanes on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE –NO PARKING –TOW AWAY ZONE" Wording may not be spaced more than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN gas ELEC -OE -UE ss- WL gas Ec£c Emom•me ss. Ommunum. WL NQL Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines ©M Proposed Domestic Water Meter GM Proposed Gas Meter FIM Proposed Irrigation Meter (�u Proposed Fire Hydrant GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1- 800 - 344 -8377 b. Contact Kimberly Winn @ ONCOR. 774 -2506 /�� C. Contact Mike Lavender Cox Cable 846 -2229 / i� d. Contact Isabel Cantu ® BTU 821 -5770 —See Flume Detail this Sheet �i� e. Contact Mitchell Gas ® 779 -4460 f. Contact Union Pacific Resources ® 778 -8525 2. All construction shall be in accordance with the current City of Standard � College Station (C.S.) Standard Specifications for Street Construction & Recessed Inlet / the B /CS Unified Technical Specifications, Water and Sewer and Generals, 2004. All inspection shall be // p performed by the staff of the 10 �j City Engineer of C.S. All construction shall be coordinated with the City P M VD of C.S. City Engineer. D 3. In lieu of using the construction materials indicated in these i, Z ON� e�Ta`�d plans, the Contractor shall obtain written approval from the City C P 8 aCCes Engineer for any substitution prior to Construction. Requests for _ 65 $53 changes should include product information and an engineers seal 1 N 05 P9 where applicable. The contractor shall be financially responsible for \(0\ of p l a tted the engineer's time spent reviewing changes and redesigning based on 1 1 r contractors requests. z 4. french Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 0 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and Building parking areas. Setback 6. 1t is the responsibility of the contractor to comply with all State Temporary and Federal Regulations regarding construction activities near energized 7.5' Knock Off overhead power lines. Additionally, the contractor shall coordinate all r ^ r } Curb r ; proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall :r;a ='> =:r_. :• ire Lane Si n be considered subsidiary to the item in which it is used. All materials '�:�- `:,:'sew - '•;r R20 =• l and equipment shall be both furnished and installed unless otherwise . •j 3 noted. ,a., .i,_, ,:. ;,,,,• s. 8. The Contractor must provide construction staking from the " 5 P 9 Proposed information provide on these plans. 15' PUE 9. All soil exposed by construction shall receive cellulose fibermulch seeding. t 10. Trenches may be left open overnight if P 9 Properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, "` prlvewaY on and any other Public or Private Utility, etc. are not separate pay 1 items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Texas Utilities, Cox Communications, BTU, and Verizon to adjust the location of Existing M` facilities. O � �i 13. The contractor is responsible for traffic control. This is not a separate pay item. x 14. No spoil areas are available on this site. 15. All roof and ground– mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public x right -of –way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a _ unified appearance. 16. Contractor shall coordinate with owner for locations of electrical Jo sleeves to be provided under parking area for parking lot lighting. Kenny Cotten BBQ Dartmouth Drive Lot 2, Block 1 Cotten Subdivision 3.481 Acres • __1-M Kenny Cotten 5541 Bear Lane, Suite 111 Corpus Christi, TX 78405 Phone (361) 289 -5168 According to FEMA Map Panel 48041 CO144C This property is located in zone X and does not contain any 100 yr flood plain. LOT ANALYSIS KENNY COTTEN BBQ BUILDING AREA: 19,990 SQ FT RESTAURANT REQUIRED (@ 1 SPACE PER 100 SQ FT) = 200 SPACES PROVIDED= 220 SPACES UTILITY DEMAND DOMESTIC WATER: 15.74 GPM (PEAK) 3.94 GPM (AVE) 0 GPM (MIN) PROVIDE 2" WATER METER FIRE FLOW: SEE MECHANICAL DRAWINGS SEWERAGE FLOW: 20,405 GPD (MAX) 5,112 GPD (AVE) 0 GPD (MIN) ,NTERIOR LANDSCAPING ANALYS I S KENNY COTTEN BBQ PARKING Peripheral Parking: 112 spaces Interior Parking: 108 spaces Total parking: 220 spaces PERIPHERAL ISLANDS Required End Island Area: 1800 sqft. Provided End Island Area: 3422 sqft. INTERIOR ISLANDS Required End Island Area (min): 2880 sq. ft. Required Extra Interior Island Area (111 sp /15sp) x 180 sqft: 1440 sq. ft., TOTAL Required Interior Island Area: 4320 sq. ft. TOTAL Interior Island Area Provided: 4938 sq. ft T.979.260.69( F.979.260.35E 11 UNIVERSITY DRIVE SUITE 204 DLLEGE STATION, TX 7 LAN & DESIGN SPECIAUS ML ENGINEERING * HYDRA MROLOGY * UTILITIES * STI SITE PLANS * SUBDMSI01' N 01 Of 9 Sheets off•. o : d , C6 : 00 s _ F ¢:�. Chi T.979.260.69( F.979.260.35E 11 UNIVERSITY DRIVE SUITE 204 DLLEGE STATION, TX 7 LAN & DESIGN SPECIAUS ML ENGINEERING * HYDRA MROLOGY * UTILITIES * STI SITE PLANS * SUBDMSI01' N 01 Of 9 Sheets , t tr d d c4 C N c4 N L w 3 U O U L Q v c O ° c o 0 cn U O O L U O a ° o •-• _ o v 3 •i O O C w - a o c � U U o a� n a 0 E _ c o _ ° o c o °' 0 C ;r_ o, o o C + ° UO L D U U Q T.979.260.69( F.979.260.35E 11 UNIVERSITY DRIVE SUITE 204 DLLEGE STATION, TX 7 LAN & DESIGN SPECIAUS ML ENGINEERING * HYDRA MROLOGY * UTILITIES * STI SITE PLANS * SUBDMSI01' N 01 Of 9 Sheets ARK: Survey point #878. FH Top Nut. Elevation 264.39. X= 3565957.99, Y= 10206448.41. Located on North S_& of FM 2818 & West of Site Ct `/ I/ I' f f J 4. / QOi Sv - low F 5 v ' � STORM DRAIN LINE 'B' INLET BOX WITH HEADWALL SEE DETAIL SHEET FOR EMBEDMENT 266 N 110.05' 266 rn Prop O / O N CD Fin H. Wall CD N N N N 264 Grade N 264 N H. all 278 —'6 Ex J. Bo F L=26 0.88 278 - 262 Ct `/ I/ I' f f J 4. / QOi Sv - low F 5 v ' � STORM DRAIN LINE 'B' INLET BOX WITH HEADWALL SEE DETAIL SHEET FOR EMBEDMENT 266 N 110.05' 266 rn Prop O O N CD Fin H. Wall CD N N N N 264 Grade N 264 N H. all 278 —'6 Ex J. Bo F L=26 0.88 278 - 262 262 - LQ) 270 \ x ode II II n I 268 c 0 - 260 260 74 2 - 266 I _ 258 1 z 266 258' of I I 0 X o� 264 1. Grade o' CL 264 m ,Lq N U 256 1 00 of F/L N 258 N M -� - = 264.15 il0- av GON c� 262 of Structural Backfill C-4 = - - Final - 254 0 272 �,n 254 - a] i O x ' S I 260 1 1 . 1 1 ED 0 =�i my 46 inol G rade 272 u) r ya w,.'a C O x � 252 x u - ° m 252 I 'tc _X LL O N °0 o a 258 a� ' -�- E° xz L q o�� CL L ° 110.49' I C�U_ 00. 7D 0 0 1 0 i 0. M, 270 250 I 11 C0 Z Q 250 o +m O �j r .I _J OLLLy n:_ 256 it iv N 11 ,.,., 11 oxIITd (n ro z N ms a7 O G +� in o 0 +00 N _+ II 0 +30 Scale: 1 inch = 30 feet N 110.05' c rn O O N CD f Structural Backfill CD N N N N CL N N 272 278 —'6 272 - J L 278 Grad LQ) 270 'v x ode II II n I 268 c 0 - E 74 2 274 266 I _ - to +. c o 266 of I I 0 X o� 264 1. Prop. ry o' CL 264 m ,Lq -r _j U N F/L N 69.48' \� -� - = 264.15 262 of Structural Backfill - ( - - Final - rade m 272 272 - - a) N cIJ I 260 1 1 . 1 1 ED \� inol G rade 272 c0 C O x � 0 n 260 D io N LL cO I 'tc _X LL O ' O 258 a� ' -�- E° a� � U' v o v o- -v , 0 o n CL L ° 110.49' I X 0 o 7D 0 0 1 0 i 0. M, 270 tT c ( 'C w U) I _ 256 o L + al 270 of�cL10.t4tL� @ack '11 256 o r � 268 O =� QJ O G +� in o O O N _+ II 81.00' 288 II c v II i d d iE o of Struc t V) c"n Prop. Gas Line to ural Backfill 0 +50 1 +00 1 +15 264 ��- ex - Grad I F/L = 268.68 264 268 I o 268; N Q: co OHO I O 0 N 00 Prop. 6" WL `' --.. -- "►-, ."" ..... .. , �� . 262 N o NN F/L = 265.61 � _. . 1 7 -- - - -; II II 266 268 ; .1:�7; :... v O (n M O(D 0 +00 0 +50 0 +75 L � I, 264; 264 I: — IM co v r 0 a� m cfl o N 264 262 d' Lv 11 +_' J L + !; -o ,. !; o o 282 U. `� m O r ri 'f cn to a! rU r vi r N °y 260 fO a- J m W to N _ e � I ° U ' ' (O II r En cO- _ + t0 11 ( `n _ + CD IIT 260 -- w as o. W O d _.t ` O • O O I v .O I r x- CO izi ° n` `� N a 258 +� r- c I -� + , 258 _t r1i O N N LO to N 0) II N I N c ILL U) 0 i U_ U � � 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 Scale: 1 inch = 30 feet LEGEND WE gas - ELEC OE UE ss- WL gas - ELEC ss. NownieWWWomm WL Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines WM Proposed Domestic Water Meter GM Proposed Gas Meter FIMI Proposed Irrigation Meter (Ba Proposed Fire Hydrant 0 +90.00, End 8" WL 2" Blowoff FL= 265.27 VA / WATER LINE 'C' 8" PVC (AWWA C909 —CL 200) SEE DETAIL SHEET FOR EMBEDMENT i� 274 � 274 I 272 _ Exx n a 272 e 270 270 90' 268 f StPtTCtl7m1 BSC - IZfil 268 EF - o 1 4 2 266 266 OD cO N U- p 264 x m ° 264 a • U_ O O 3 2621 0 00 m 262 N i N 0 J v � O � LL O 3 0 +00 0 +50 0 +90 T.979.260.6 F.979.260.� 11 UNIVERSITY DRP SUITE 204 )LLEGE STATION, T: LAN & DESIGN SPECI) ML ENGINEERING * HY (DROLOGY * UTIMES m SITE PLANS * SUBDM u O m: w N 110.05' c rn O O N CD f Structural Backfill CD N CL N N 272 278 —'6 272 - J L 278 Grad LQ) 270 'v x ode 270 268 c 0 - E 268 266 I _ - to +. c o 266 of I I 0 v 264 1. Prop. ry o' CL 264 m 0 U N F/L N 69.48' -� - = 264.15 262 of Structural Backfill 282 t 10 U*) m C6 a) N cIJ I 260 1 1 . 1 1 ED 272 c0 C O x � 0 n 260 D io N LL cO I 'tc _X LL O ' O 258 a� ' -�- E° a� � U' v o v o- -v , 0 o n CL L ° E 258 X 0 o 7D 0 0 1 0 i 0. M, 0 0- 2 N ( M t-`` tT c ( 'C w U) I 256 o L + al �— 256 o r 268 O =� QJ O G +� in o O O N _+ II C 288 II v II c v II i d d iE o t V) c"n c t to 0 +00 0 +50 1 +00 1 +15 LEGEND WE gas - ELEC OE UE ss- WL gas - ELEC ss. NownieWWWomm WL Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines WM Proposed Domestic Water Meter GM Proposed Gas Meter FIMI Proposed Irrigation Meter (Ba Proposed Fire Hydrant 0 +90.00, End 8" WL 2" Blowoff FL= 265.27 VA / WATER LINE 'C' 8" PVC (AWWA C909 —CL 200) SEE DETAIL SHEET FOR EMBEDMENT i� 274 � 274 I 272 _ Exx n a 272 e 270 270 90' 268 f StPtTCtl7m1 BSC - IZfil 268 EF - o 1 4 2 266 266 OD cO N U- p 264 x m ° 264 a • U_ O O 3 2621 0 00 m 262 N i N 0 J v � O � LL O 3 0 +00 0 +50 0 +90 T.979.260.6 F.979.260.� 11 UNIVERSITY DRP SUITE 204 )LLEGE STATION, T: LAN & DESIGN SPECI) ML ENGINEERING * HY (DROLOGY * UTIMES m SITE PLANS * SUBDM u O m: w N I U) c rn O O N CD CD N CL N N 278 —'6 J U_ - J L 278 LQ) N 'v .O 276 a� --c I c 0 Q) O E 276 + o _ - to +. c o of I I 0 v En o' CL m 274 U 274 69.48' of Structural Backfill — Ex Grade ( -- U*) _ - - - 272 o 272 � II, w in 00 270 F �� - Ge ode i 0 270 0 268 — 288 288 286 <;3 264 a0 sE 264 n. rn o N Q: co OHO O 0 N 00 nt 262 N o NN 262 II p � II II v O (n M O(D 0 +00 0 +50 0 +75 LEGEND WE gas - ELEC OE UE ss- WL gas - ELEC ss. NownieWWWomm WL Property Line Setbacks Existing Gas Lines Existing Electrical Lines Overhead Electrical Lines Underground Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed Sanitary Sewer Lines Proposed Water Lines WM Proposed Domestic Water Meter GM Proposed Gas Meter FIMI Proposed Irrigation Meter (Ba Proposed Fire Hydrant 0 +90.00, End 8" WL 2" Blowoff FL= 265.27 VA / WATER LINE 'C' 8" PVC (AWWA C909 —CL 200) SEE DETAIL SHEET FOR EMBEDMENT i� 274 � 274 I 272 _ Exx n a 272 e 270 270 90' 268 f StPtTCtl7m1 BSC - IZfil 268 EF - o 1 4 2 266 266 OD cO N U- p 264 x m ° 264 a • U_ O O 3 2621 0 00 m 262 N i N 0 J v � O � LL O 3 0 +00 0 +50 0 +90 T.979.260.6 F.979.260.� 11 UNIVERSITY DRP SUITE 204 )LLEGE STATION, T: LAN & DESIGN SPECI) ML ENGINEERING * HY (DROLOGY * UTIMES m SITE PLANS * SUBDM u O m: w C1, O f 9 She( c O N ry C1, O f 9 She( �WARK Survey point #878 FH Top � Nut Elevation 28459. X=J5G5957.SS. Y=1O2OG448.41. Located on North Side 2818 & Wnot / Site � /~ , ^' ~� � 1 inch = 20 feet ` / Stacy F1' (Jne T rem[}D f Trust J21 � �{]7 ^ ��.^��- acres Vol. ��z1� []� �� , . ^_`~ .`'' . �' ��' - � / not O|Off��/�' r - '- \KJ | ' >� � . , �-^_, rv ME L2. DO5 IN N i il / M . RN RV 271.7 LL UJ � ME r. unmnrn 4 1 MR R To gmg Met �� 41; '. ME V Pig . / opt 28 LIJ TZ 0. ry F NONE E R E 111, 1 111-1 . i 0.00101 E 011 A LJJ grg ga 2. Contractors ohoU ensure that no dirt from the project accumulates in the existing Le ha be oa shown on the construction d 'w�gn' but not When joining two or more "Silt Stop" Fences tie the streets. If dirt or debris from the project site accumulates on adjacent otnua��.� the � tha ' 5D feet. contractor shall immediately clean those areas. two end posts together with nylon cord. F illed Geotextile uogo Thickness ohoU be not |eoa than O inches. 3' Contractor ohoU place erosion control protection at appropriate downotroom end . Wooden or Metal Post locations to minimize silt and debris from leaving the construction site and Width ahoU be not |onn than full width of all points of ingress and Silt Fence, "Silt Stnp" anbah»g the drainage system. eoo. s pacing »r approved equal 4. If required on the p|onn, the contractor o.o|| maintain o vehicle wash down area | max 10 ' Stabilization for other opeoo shall have hove the oomo aggregate thickness ~^ Min. 24" Overall of sufficient size and in o location to facilita cleaning his vehicles prior to leaving width requirements as the stabilized Ground stabilized construction exit, -''- -^'- the work site. unless �m Trench arwiao shown on the construction drawings. _ -- — Silt Fence G'' x G'' 5. Once vegetation is well established contractor is responsible for removing all CONSTR CTION, SILT FENCE PLACED NOTE: FOR INTERIM PERIODS OF Stabilized area may be widened or lengthened to accommodate o prnpooed grade Compact trench temporary erosion control measures (i.e. silt fonoee, rock check dams, etc.) COMPLETELY AROUND BACK OF DRAINAGE R wosh/ng area. An outlet sediment trap must be provided for the � bookfiU to prevent INLET IS RECOMMENDED ' 'k washing area. ` Line Existing So., washout" 6' Stru«turo/ «ontnu/a uho|| ba installed oa ooun u�ter clearing oo prooL�uo) ond � maintained in good working order until the site is stabilized. Contractor to submit location of stabilized construction exit fur �mr�y INLET OOOTECTION -oval. Existing Ground �Vk� 7. Alternate structural controls may be utilized if approved by Engineer. 3Y NTS FILENAME. O. The contractor shall comply with the TCED STORM WATER DISCHARGE PROGRAM and 'unn�'�'��-��p" SIL T FENCE DETAILS is responsible for completing and filing the appropriate h,nno. NT3 _~� ~ K U n�v � °' _ � oa- ' LID ME L2. DO5 IN N i il / M . RN RV 271.7 LL UJ � ME r. unmnrn 4 1 MR R To gmg Met �� 41; '. ME V Pig . / opt 28 LIJ TZ 0. ry F NONE E R E 111, 1 111-1 . i 0.00101 E 011 A LJJ grg ga 2. Contractors ohoU ensure that no dirt from the project accumulates in the existing Le ha be oa shown on the construction d 'w�gn' but not When joining two or more "Silt Stop" Fences tie the streets. If dirt or debris from the project site accumulates on adjacent otnua��.� the � tha ' 5D feet. contractor shall immediately clean those areas. two end posts together with nylon cord. F illed Geotextile uogo Thickness ohoU be not |eoa than O inches. 3' Contractor ohoU place erosion control protection at appropriate downotroom end . Wooden or Metal Post locations to minimize silt and debris from leaving the construction site and Width ahoU be not |onn than full width of all points of ingress and Silt Fence, "Silt Stnp" anbah»g the drainage system. eoo. s pacing »r approved equal 4. If required on the p|onn, the contractor o.o|| maintain o vehicle wash down area | max 10 ' Stabilization for other opeoo shall have hove the oomo aggregate thickness ~^ Min. 24" Overall of sufficient size and in o location to facilita cleaning his vehicles prior to leaving width requirements as the stabilized Ground stabilized construction exit, -''- -^'- the work site. unless �m Trench arwiao shown on the construction drawings. _ -- — Silt Fence G'' x G'' 5. Once vegetation is well established contractor is responsible for removing all CONSTR CTION, SILT FENCE PLACED NOTE: FOR INTERIM PERIODS OF Stabilized area may be widened or lengthened to accommodate o prnpooed grade Compact trench temporary erosion control measures (i.e. silt fonoee, rock check dams, etc.) COMPLETELY AROUND BACK OF DRAINAGE R wosh/ng area. An outlet sediment trap must be provided for the � bookfiU to prevent INLET IS RECOMMENDED ' 'k washing area. ` Line Existing So., washout" 6' Stru«turo/ «ontnu/a uho|| ba installed oa ooun u�ter clearing oo prooL�uo) ond � maintained in good working order until the site is stabilized. Contractor to submit location of stabilized construction exit fur �mr�y INLET OOOTECTION -oval. Existing Ground �Vk� 7. Alternate structural controls may be utilized if approved by Engineer. 3Y NTS FILENAME. O. The contractor shall comply with the TCED STORM WATER DISCHARGE PROGRAM and 'unn�'�'��-��p" SIL T FENCE DETAILS is responsible for completing and filing the appropriate h,nno. NT3 _~� ~ K U n�v � °' _ � oa- iMARK: Survey point #878. FH Top Nut. Elevation 264.39. X=3565957.99, Y=10206448.41. Located on North Side of FM 2818 & West of Site L/U.97 X 21'4. Hag. g %L--a5 z: n F - -� AW9 3A�. ggl Z N V 11." ON- -- X, ' E R st tv mr, N" 71 'JI AST N IDt- m S. MON.. ; RM 2 MW A Mf - g ,� ol I 6. 1011111 - - 0 Y :, CV) 011111'�R' :1 M "g M ie C R AIR R g �, mgp g, Scale: mtg_ R YR "00"'A* RM '�D ON g R MIM_-1;01,�,Q 20 feet 1 inch O R ' 21, . CO IN I . f; g g N _z a M law -Z �-Tfi I R ;. IV 1 nffil 7 R v - 5 1r%t!1_ 0 g ncw.� ly g 6,2; g - RY-Y 'g g 0g . 2 - 0.1 , 2r; : 22 R _F� �g Mxw 5 ,ggvg g IN P"T Z N N - .ig ox�; 0 �.&-Sngg� 2 =72. DO5 C �v gq gr M y . & a Meg 0 - 5 i TEMPORARY io , IN 0 27153 ' NN; g N V . _0 60A. u W �A`Wt. I i 1 11 DETENTION PON I g. 71.5 Storm/Drain Line 'A' 01 7 0 Eff . ..... r & 30" RCP 12 18'* 1 (TO BE REPLAG M`� 271 7 T .- WITH PERMAND AIL SHEET FOR EMBEDMENT SEE QET 'CC A MR - .0 11.57 271.52 -g* R&ENTION PON g I YK 271.51 5 -111"R 1 1 M . ;.MMI - 01 1 5 gg"am1W WITH IN FUTUR 55 q, I.... I-1.1 X -5R.;ir PHASES. Provide 271.76 67 Uffi". ROOM Co A ------ ----- �.n S 0 6 C.Y. ON R 0- al 1.1 P.., R -. - , - '!I=- _4 Sta.=4+01.91,End �O" RCP Construc ion w/ i 200", .1 Q v 1 1 of Rock u:�4,4 -W RE 0-i .10 "Brooks" Std S.E.T. o r,. p roved Equal FL- Rip Rap 0 " X 21.1 N W (0 ............ 01 I -T' N R N M M N Provide in, t0 P, 3 C.Y. iy ge of Rock Z Rip Rap 263.25 S- N P 30 0 RCP W . al. "MO C% 0 ... ... IN 4 aj�f. RITA n ... ... ..... .0.: _M 0 . .... �7 Mg 'm _g_? gjg 50, Sta.' 2+12.20,Prop. Junciion Box Top=268. m FL, In= 264.36, 30 FL, Out=FL= 263.36 M T 0 :R% Ru N 301 - RM �b w g N"A'WE W mr_� 18 '7Z -. g Rg hffi ,- -- z e 1 g co Sip 272- Storm Drain Line "A" Ex Grade 12 18" & 30" RCP FL=269.08 SEE DETA L SHEET FOR - EMBEDMENT Noo F' G 270 FL=267.36 K.&I Grade - Z_ __ T Provide 3 C.Y. . of Rock Rip Rap f it 0) I 000.00- xXX.Xx _SF I- 000.00 + Propos -d T/P Elevation T/P = Top of Ravernent I t Q 00 Sta.=5+24.91,1310gin Constru of 12" RCO, w/ "Brooks" Std S.E . T. or Approved Equal FL=2,60.65 Sta.=5+59-00,End C6nstruction of 1 RCP w/ "Brooki" Std S.E.T. I;pr Approved Eqo'al FL=260.00 f ill , t 1/2 RCP A 9 9 -7,9 y. r / J1 Property Line Existing Grade Proposed Grade Silt Fence -.oposed Sanitary Sewer Proposed Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed T/ Elevation T/C = Top of Curb T.979.260 F.979.260 511 UNIVERSITY [ SUITE 2 COLLEGE STATION, PLAN & DESIGN SPi CIVIL ENGINEERING * HYDROLOGY * UnUTIE SITE PLANS * SUB] --- * - Z:� C cc - .0. 0 ,Up fj� 0: fi -Ar 0 --D LU Lr- Lli Uj (7 > 0 0 0 Lij I_ L: r z 0 < 0 Q� :D < U) LIJ Lij ry y 272 0 Q) Wel = Nk� 0,09 15 MEMO - OW , A-V 44, gg 26 34.09' 0 ctural Mac g 'g Overflow Protection 52ff a 10, .21 Elevation 263.25 264 Qr0de 264 209.20' S, of Strictural Backfill 3 4. 09 LF of 12" RCP @ -1.9077.\ 262 1 189.71' 262 LO (0 of Strilictural Backfill e C14 (0 LL_ 260 CS! 260 0 =3 U) (0 0 0 C� C5 Q (0 (0 U � CISI a- 0 N C 258 00 a- 11 n C.0 - _:I - 258 0 N Cr C 0 1 2 _j C 0 L X n C 00 25 1±0 C - 256 0 C > 00 _j > .2 > 2 2 _l_j 0 . 0 L 2 6 C CL 4_j D (0 a < 13- 0 < 0 (n to 254 __j -4 LL_ (0 C.3 to 0 LIj C Lij C: Lij 0 -;, (0 V i U-1 0 Cq , V) C14 -0 . (0 LO 0 r- 14- 252 0 C 4 C U-) 252 0 LO C14 04 + + r- (0 (0 + (0 (0 (0 .4 04 Cq Cq C%4 Cq 04 N C4 4 U7) _Ne U7) -NJC 0 0 0 0 0 L_ 8 2 L_ 0 _j _j _j 00 _j _j _j M 4- M PO 1 LL_ L,_ LL_ (n T- 1.1- 1.1- U_ V, 2 V) 2 V) - I 0+00 0+50 1+00 1+50 2+00 2+50 J+00 J+50 4+00 4+50 5+00 5+50 Of 9 Sh K: Survey point #878. FH Top Nut. Elevation 2E4.39. X=3565957'89. Y=1020644841. Located on North Side of FM 2818 & 'West of Site SEAL W/ EXPANSION JOINT MATER (SONO8ORN SL-1 OR APPROVED EQUAL) |notoU per Manufacturer Specification BACKER ROD--,, SMOOTH DOWEL BAR. See detail for km spacing 3 O' g; 12' O.C. for curbs & concrete pvmt. (1/2''x18" @ 12" O.C. for sidewalk) See Pavement CENTER IN SLAB Detail | CEREMAR FLEXIBLE FOAM -` 6" 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. 2' EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER VNDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. J. AREEN8TREAK G-SEAL O2O MODIFIED PVC MATERIAL AND 00UWAN/ZED LUMBER MAY BE SUBSTITUTED FOR 3L-1 AND CEREWAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. EXPANSION JOINT, (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) SEAL W/ EXPANSION JOINT MATER (S0N0BORN SL-1 OR APPROVED EQUAL) Install per Manufacture's Specifications 1/8 to 3/1G" Min' Depth = T/4 ' 1-1/2' for Sidewalks \]| See Pavement Detail LONGITUDINAL REINFORCEMENT (See DotoU\ CONTRACTION JOINT, See detail for spacing 1 ._---_ -_ TYPE 3 CURB. FOR USE WITH CONCRETE PAVE 0RAPRO NOT SEPARATE PAY ITEM DEEP GROOVE NTS . METAL KEYWAY PLATE---\ SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONOBORN SL-1 SEALANT EDGE ROUNDED TO OR APPROVED EQUAI 1/4" RADIUS 15" MIN. LVERAL REINFORCEMENT LAP (SEE PAVEMENT TYPICAL See Pavement FIRST POUR SECOND POUR REBAR TO BE CENTERED IN SLAB STAB " 8 . 1 � 4 @/ 12OC |NT0 WET CONCRETE. T6 STAB ON CURB- TEMPORARY CURB ON- CONCRETE PAVEMENT- N0 mENME:mMONCURB.dw PLOTTED: 01 Oct 2001 — 11:13 am LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE ry , it I ................... \- t .......... ............. \- t 15 . ....... \ A � ~~~- « 990 _ i Pi cal e: inch = 20 feet 3nny-Cattan's\SiteDrewings-KennyCoUan%0428-05-joinflng.dwg, 11/24)M 04 PM, 1:20 t 14.99 1 29 6. V YP) .... LEGEND PROPERTY LINE PARKING LOT & SIDEWALK EXPANSION JOINT (OO |t MAXIMUM) ` - --------------- CONTRACT JOINT 15 ft MAXIMUM FOR CONTRACTION JOINT (5 ft MAXIMUM FOR SIDEWALK) NOTE: 1\ PAVEMENT CONTRACTION JOINTS ARE SPACED AT 15 ft UNLESS DIMENSIONED OTHERWISE. i 2\ ALL DIMENSIONS ON THIS PLAN ARE TO BACK OF CURB. LIGHT DUTY HEAVY DUTY PAVE PAVE STAMPED COLORED CONCRETE T^979,260,69| F^979' 511 UNIVERSITY DRIVE SUITE 204 -OLLEGE STATION, TX PLAN & osmow opECwmc CIVIL ENGINEERING **,om HYDROLOGY ~ UTILITIES ~S' SITE PLANS *aoaoxxSIc LL . LLJ I I-- . . � L -. L� - (_\ - A .................. , it I ................... \- t .......... ............. \- t 15 . ....... \ A � ~~~- « 990 _ i Pi cal e: inch = 20 feet 3nny-Cattan's\SiteDrewings-KennyCoUan%0428-05-joinflng.dwg, 11/24)M 04 PM, 1:20 t 14.99 1 29 6. V YP) .... LEGEND PROPERTY LINE PARKING LOT & SIDEWALK EXPANSION JOINT (OO |t MAXIMUM) ` - --------------- CONTRACT JOINT 15 ft MAXIMUM FOR CONTRACTION JOINT (5 ft MAXIMUM FOR SIDEWALK) NOTE: 1\ PAVEMENT CONTRACTION JOINTS ARE SPACED AT 15 ft UNLESS DIMENSIONED OTHERWISE. i 2\ ALL DIMENSIONS ON THIS PLAN ARE TO BACK OF CURB. LIGHT DUTY HEAVY DUTY PAVE PAVE STAMPED COLORED CONCRETE T^979,260,69| F^979' 511 UNIVERSITY DRIVE SUITE 204 -OLLEGE STATION, TX PLAN & osmow opECwmc CIVIL ENGINEERING **,om HYDROLOGY ~ UTILITIES ~S' SITE PLANS *aoaoxxSIc 7 LL . LLJ I I-- . . � L -. L� - (_\ - 7 . LLJ I I-- . . � L -. L� - (_\ - ,`X '` z`t- - - i ^" ' ^^ 1ARK: Survey point #878. FH Top Nut. Elevation 264.39. X= 3565957.99, Y= 10206448.41. Located on North Side of FM 2818 & West of Site 24" 5" 14 Drill and Epoxy # 4 Bars x 9" Long Top of Bar must be flush with top of block. AM AR Y2" Smooth dowel w /cap @ 12" O.C. J Expansion Joint Curb Height 4 or 6' varies �idewalk (Where Surface finish shall comply with TAS Applicable) requirements: Light broom finish with grooves (1/4" deep, - Y4" wide, 2" apart. Dark shading FLARED RAMP DETAIL indicates limits of colored concrete. NTS Provide a color coordinated with building colors and color choice PLOTTED: 24 Nov 24 Nov 2004 - 5:13 p - details - 5:13 pm LONAME 0r must be approved by engineer. P Colors integrally mixed with concrete. (Additive Rate = 20lbs. /(C.Y.) #3 Rebar @12" Centers Centered Within 4" Concrete �Backfill Wood Float Finish Backfill :4 Thick Concrete M — III —u _l11 -111 * 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE Expansion Joints @ 60' o.c. Contracting Joints @ 5' o.c. * 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. STANDARD CONCRETE SIDEWALK DETAIL NTS FILENAME: cone- sidawalk.dwg PLOTTED: 05 Nov 2002 - 9:08 am NOTE: A 8'x8' TEST STRIP OF COLORED STAMPED CONCRETE AS WELL AS A 1'x1' TEST BLOCK (FOR COLOR MATCHING PURPOSES) WILL BE REQUIRED PRIOR TO PLACEMENT OF ANY SIDEWALK OR CROSSWALK. THE COLOR SHALL BE CHOSEN BY OWNER TO COORDINATE WITH BUILDING COLOR AND THE CONTRACTOR SHALL PLACE AND REMOVE AS MANY TEST STRIPS AS NECESSARY TO OBTAIN APPROVAL OF THE OWNER QUALITY CONTROL FOR CONCRETE: ALL STAMPED CONCRETE PRODUCED WILL MATCH THE TEST SECTIONS AS A MINIMUM REQUIREMENT. ALL OR ANY CONCRETE NOT MEETING THE MINIMUM APPEARANCE REQUIREMENT AND /OR THE OWNER APPROVAL WILL BE REMOVED IMMEDIATELY. STAMPS WILL BE PLACED ONLY AFTER CONCRETE IS FINISHED AND THE SPECIFIED RELEASE AGENT IS APPLIED TO THE FORMS AT MANUFACTURERS RECOMMENDED RATE Note: All Rebar shall have a 1 Y2" Clear Cover except the base which shall have a 3" Clear Cover MATCH CURB & GUTTER FL --� UP &DOWN (0.25% MIN) NOTE: A steel plate covering shall be installed where the flume is constructed under the sidewalk. The steel plate shall site flush with the top of the sidewalk. This shall be accomplished by constructing a recessed notch in the top inside edges of the flume. The steel plate shall be bolted into place. TRENCH GRATE DETAIL SID ME b" h-- gmta,& PLORED: 09 Yar 2003 - 4.- pm Qp 6„ 1 MIN T d / OPda 0�d er 1 3 ' 1 �e GOV.40 lnt P No 0P or E 4 VJIG Iror,40 0.) 605t a (Z :.' of 8^ F �I \ 3" 1 " per foot T ; o ; b - "'•_ 6 ' #4 Q °rs 1' n 1 s' 3'�2^ 3 and p ....... : 111Ie t 4._e ,6. 4 . . /I J °a nt Limits of Payment for Recessed Inlet STANDARD UNIT Z = WIDE 5„ I 14" TRENCH GRATE W/ FRAME, ring and cover No.v1342, HS -20 RATED Expansion _ _ –• _ _ o 1 Joint 8 PROPOSED _ #4 @ 18" ISLAND MATCH CURB & GUTTER FL --� UP &DOWN (0.25% MIN) NOTE: A steel plate covering shall be installed where the flume is constructed under the sidewalk. The steel plate shall site flush with the top of the sidewalk. This shall be accomplished by constructing a recessed notch in the top inside edges of the flume. The steel plate shall be bolted into place. TRENCH GRATE DETAIL SID ME b" h-- gmta,& PLORED: 09 Yar 2003 - 4.- pm Qp 6„ 1 MIN T d / OPda 0�d er 1 3 ' 1 �e GOV.40 lnt P No 0P or E 4 VJIG Iror,40 0.) 605t a (Z :.' of 8^ F �I \ 3" 1 " per foot T ; o ; b - "'•_ 6 ' #4 Q °rs 1' n 1 s' 3'�2^ 3 and p ....... : 111Ie t 4._e ,6. 4 . . /I J °a nt Limits of Payment for Recessed Inlet STANDARD UNIT Z = O.C.E.W. 30oopsi CONCRETE MATCH CURB & GUTTER FL --� UP &DOWN (0.25% MIN) NOTE: A steel plate covering shall be installed where the flume is constructed under the sidewalk. The steel plate shall site flush with the top of the sidewalk. This shall be accomplished by constructing a recessed notch in the top inside edges of the flume. The steel plate shall be bolted into place. TRENCH GRATE DETAIL SID ME b" h-- gmta,& PLORED: 09 Yar 2003 - 4.- pm Qp 6„ 1 MIN T d / OPda 0�d er 1 3 ' 1 �e GOV.40 lnt P No 0P or E 4 VJIG Iror,40 0.) 605t a (Z :.' of 8^ F �I \ 3" 1 " per foot T ; o ; b - "'•_ 6 ' #4 Q °rs 1' n 1 s' 3'�2^ 3 and p ....... : 111Ie t 4._e ,6. 4 . . /I J °a nt Limits of Payment for Recessed Inlet STANDARD UNIT Z = RREINNFOJ�CED BACKFILL7 LIJ z ring and cover No.v1342, 1 ZREfAINED _ _ –• _ _ o 1 8 — —2' SOIL V -6" words "Storm V -2" R o Sewer" X' GRID LENGTH Pavement '.• , FINISHED GRADE I II II Surface -to- Throat Curb •- .: Inlet. '.:'. ".'............ H —=—= — APPROXIMATE and Gutter Sect. Normal Face °of Curb UNIT CORE FILL EXCAVATION LINE ( 3/4" CRUSHED RO CK OR STONE) 3000 pp CONCRETE PERFORATED DRAIN PIPE 8 "x 24'' w/ 2 — #4 Bars MODULAR BLOCK RETAINING WALL TYPICAL REINFORCED SECTION STANDARD UNIT — 1" MINIMUM SETBACK Contractor shall submit sealed engineering drawings for design of wall based on wall type. Wall shall be Pavestone and or Highland Stone, or approved equal. Standard City of College Station manhole ring and cover No.v1342, 2' -6" 6" (Vulcan or approved equal) Cover shall _ _ –• _ _ o 1 be marked with — —2' city logo and the -6" words "Storm V -2" R 6 "x6" Column (1 per 10' Sewer" — inlet, 2 per 15 inlet) Pavement '.• , �-- Back of I II II Surface -to- Throat Curb •- .: Inlet. '.:'. ".'............ Standard Curb and Gutter Sect. Normal Face °of Curb STANDARD RECESSED INLE NTS FILENAME: 5csinlet.stndr.dwg PLOTTED: 21 Jan 2001 - 7:42 pm d varies (see plan) Block Pattern to be chosen by Construction owner. 5" Thick(Min.) Rein. cold joint 12 I Colored Concrete Sidewalk /Island 2 3 "Clear SEE NOTE) Cross Slope � ope Max Field Bend $ s: 5 » r S� d L - - a a 1-•- -- 8" min. �� • 24" ,\ \� \ \` ti '' a:{ #3 @ 12" O.C.B.W. `\ \ r. !r r' f f , fr -r`,`f ' 2" Clear Cover „ S ri \ ,t {ti` 1��{ 2 Lime stabilized sub —base or cement . f \ #4 x 18" @ 12" O.C. Drill and stabilized sand Grout into curb (8" min. depth) (This Item shall be included 4' r in the cost of the sidewalk) PATTERNED CONCRETE SIDEWALK N7 J NOTE: 9 (xy coordinate plc mensions and lcat I Standard City c College Station ring and cover (Vulcan No.v13 or approved equal) Cover sl be marked wilt the words "Sto Sewer" Standard Curb and Gutter Sec Existinc MODIFIED RECESSE INLET WITH OPEN BACK NTS FILENAME: 0428 -06- details- mm.dwg PLOTTED: 24 Nov 2004 - 5:13 pm See Std. Recessed Inlet Detail for Additional Information TOP VIEW 7' -4" (aorox.) Elev= 261.39 2' -4" i" A A FLOW M SIDEWALK I LINE M A j� A D Z I Light Broom Finish w/ Grooves (1/8" Deep x 1/4" to 3/4" Wide ® - 3/4" to 2" Apart). RAMP DETAIL SEE PLAN 6' (% SLOP — — — — .....: ::::: T } 1 - T — FLOU _... ...:.___ .:..... :...._. ................ (Max) L INE Construction Joint-J 03 Bars ®� � 12" O.C.E.W. Expansion Joint SECTION A -A CEMENT STABILIZED SAND BACKFILUBEDD SPECIFICATIONS: DESCRIPTION: This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C123; less than 5.0 percent (c) Organic impurities, ASTM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. B. CEMENT Type I Portland Cement conforming to ASTM C150. C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. REQUIREMENTS FOR DESIGN: Design sand - cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. All compaction shall be to 95 % in accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in accordance with ASTM D1633. Mix shall contain a minimum of 1 -1/2 sacks of cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet of waterlines shall contain 2112 sacks of cement per cubic yard. All mixes shall have a moisture content between 0 % to 2% above optimum. MIXING: A Thoroughly mix sand, cement and water according to the mix design using a pugmill -type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B. Stamp batch ticket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. PLACING CEMENT STABILIZED SAND: A Place cement stabilized sand mixture in 8 -inch lifts and compact to 95 % of ASTM D558, unless otherwise specified. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement stabilized sand mixture in standing or free water. FIELD QUALITY CONTROL: A The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. C. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in a work area. Specimens will be prepared in accordance with ASTM D1632 and tested for 48 -hour compressive strength in accordance with ASTM D1633. MEASUREMENT AND PAYMENT: No direct payment will be made for cement stabilized sand under this item. Payment for cement stabilized sand should be included in the unit price for the applicable utility or structure installation. 8" MIN. LOW PERMEABLE SOIL 4" CAP UNIT Notes: 1) Invert of Inlet Box shall be grouted to provide "U" shaped channel with a depth =1 /2D. The channel shall provide uniform slope toward the outlet. 2) All Rebar shall have a 1 -1/2" Clear Cover except the base which shall have a 3" Clear Cover. 3) Column in throat is 6 "x6" centered in 10" Inlet. Provide two columns for 15' Inlet. s d 1 - pu ll 0 , R OTS ( GO ° ot;P g) 0 G 6 ap fo 0 11 5 #4 Bars @ 15" O.C.E.W. 6' / /- 4000 psi Concrete 8" ' U me St bil z d Subg ade \ N / * Use sufficient lime to produce a pH of 12.4 Lime treated subgrade shall be compacted to a density of at least 95% per ASTM D698 at a moisture content between optimum and 47. wet of optimum HEAVY DUTY C ONCRETE PAV EMEN T _DETAIL (BLASE BID) NTS 6 #4 Bars @ 15" O.C.E.W. �-- 4000 psi Concrete n Xy \8 Lime Stabilized Subgrade /\ * Use sufficient lime to produce a pH of at least 12.4 Lime treated subgrade shall be compacted to a density of at least 95% per ASTM D698 at a moisture content between optimum and 47. wet of optimum parking stalls STANDARD pa n CONCRETE PAVEMENT DETAIL (BASE BID) NTS ASE & _ SUBGRADE COMPACTION CRUSHED LIMESTONE BASE MATERIAL SHALL BE COMPACTED TO A DENSITY AT S TY LEA ST 95% OF MAX. DRY DENSITY AS DETERMINED BY MOD. PROCTER COMPACTION TEST ASTM D1557 AND SHALL BE 0% TO 4% WETTER THAN OPTIMUM MOISTURE CONTENT. THE LIMESTONE BASE MUST CONFORM TO TXDOT ITEM 247, TYPE A, GRADE 1. EXISTING SUBGRADE SHALL BE SCARIFIED AND LIME STABILIZED TO A DEPTH OF 8" AND COMPACTED TO A DENSITY AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY STD. PROCTOR COMPACTION TEST ASTM D698 AND SHALL BE AT A MOISTURE CONTENT EQUAL TO OR A MAX. OF 4% WET OF OPTIMUM MOISTURE CONTENT. AN ASHPALTIC PRIME COAT SHOULD BE APPLIED TO THE CRUSHED LIMESTONE BASE PRIOR TO PLACING THE HMAC SURFACE COURSE. THE HMAC SHALL MEET TXDOT ITEM 340, TYPE D. COMPACTION FOR HMAC SHOULD PRODUCE A DENSTIY OF AT LEAST 98% OF THE LABORATORY COMPACTED DENSITY. n• vin a ry v. v. TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS FILENAME type2- curb.dwg PLOTTED: 08 Oct 2004 - 3:20 pm n ------------------------------ = 8 Lime Stabilized Subgrade :-____: _____-- _____-- ____ _____________ ______- ________ -- ------ * Use sufficient lime to produce a pH of 12.4 .STANDARD PAVEMENT SECTION (ALT 1) NTS 4 :1 Mt 1 Type HM %�; ': _ 2" D AC - , , r - - - - - -- -- - - - - - -- ------ - - - - -- --------------•--------------------------- - - - - -- ------------ - - - - -- - - - - -- -- -- - -- ----- - - - - -- ---------- - - - - -- 8 Lime Stabilized Subgrade * _ -_____ ____---- ______ __ __ _____= Y "_ -___ * Use sufficient lime to produce a pH of 12.4 HEAVY DUTY PAVEMENT SECTION (ALT 1) NTS TY 1 _ CURB & Ir " �1 r1LM0 2 NTS FQDMQ typal- curb.d.g P1aTMO. 23 MW 2002 - 934 am Note: Crushed Limestone or Type B. I HMAC Material underneath curb shall be included in the price of the curb. • $4 Bars I ` TYPE -2 CONCR SPILL CURB & GUTTER SECTION NTS n1ENN1E typ.2-aarb.d.g PLOTIED: 20 Jul 2081 - 10:18 am T.979.260.E F.979.260. 511 UNIVERSITY DR SUITE 20 COLLEGE STATION, 1 PLAN do DESIGN SPEC CIVIL ENGINEERING * H' HYDROLOGY * UTILITIES SITE PLANS * SLIBDn Oc 'mom i Y� '•, C�3 f i� C9 P ° o�0 0 �.o °m w . M ai W oT U CD > N3w zoov O z o ry N Z (n �- w °� w ry V) c O O ry " J 1 "Iv W r, o� TYP E "P" SAFETY- -END TREATMENT NTS FILENAME eakey_end treotment2.dwg PLOTTED: 13 Aug 2002 - 1:49 pm NOTE VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. o s' 2' SQUARE AWWA NUT EXTENSION. TERMINATE 12' FROM TOP OF BOX. STD. GATE VALVE W /STAINLESS fy,�- STEEL BOLTS PVC ORD, I. PIPE STANDARD FIRE HYDRANT GATE VALVE W /VALVE BOX WATER LINE 1 AS REQUIRED IN b TEE OR TAPPING SLEEVE o 24' X 24' X 6' & VALVE AS REQUIRED 28 -DAY CONCRETE �I1' MIN STRENGTH = 2000 psi AS REQUIRED p p WTIH #4 BAR AROUND i ALL VALVE BOX. AN i VIEW A - A ANCHOR 90• BEND GATE VALVE W /VALVE BOX z STANDARD FIRE HYDRANT r L FIRE HYDRANT LOCATION f-• � VALVE BOX PER SPECS. STANDARD FIRE HYDRANT REALIGN A S NEEDED o' BLOCK AS DIRECTED. MIN. D 2' SQUARE AWWA NUT DIMENSION APPROX. AF- W A EQUAL TO ONE BAG OF FINISHED GRADE EXTENSION. TERMINATE SACKRETE 12' FROM TOP OF BOX, GATE VALVE & BOX �� 6: W1 -00 General Notes (1) Finely divided earth free of rock, lumps and clods exceeding 6' shalt be placed by hand, and compacted around the cast iron pipe to a depth of 12' over the top of the pipe before back fill is begun by any mechanical equipment. (2) All concrete blocking shall be - 28 day concrete strength = 2000psi. (3) All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. CONCRETE (4) Water mains will not be fully pressurized until concrete has BLOCKING reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shalt be cut for each belt and f hydrant. tu_ (6> All gate valves to be '0' ring type, with non - rising stems) with M. J. ends including all glands, bolts and gaskets) and to open counter - clockwise (left). TEE OR TAPPING (7) All fittings shall be mechanical ,joints unless otherwise directed. SLEEVE & VALVE AS REQUIRED D BURY LINE NOTE) USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. -0' -+9 j--1' -0' C3 C30% HRUS Lj w . a w POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTESt 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24' AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. TEE AND PL UG SCHEDULE SIZE ID < in) THRUST to, C (ft) A (ft) VOLUME (c. Y. 4, 6, 8 D 6 i 6, 8' 5,0 0. 3 10,12 ILI GATE VALVE 0,4 G' M 0,12 . _ 2.5 1.5 1.2 4.0 WITH SS BOLTS 45' COUPLING 2.0 2.0 1.5 0.9 1.5 0.2 0,12 PEA GRAVEL - FILL 2.5 1.5 1.2 2.2 0.5 22.5- 6,81 10,12 TO 1 FT. ABOVE 1.5 2.5 1,5 1.5 0.9 1.2 0.8 1.1 0, 1 0.3 11.25' 6,8' 1.0 1.5 WEEP HOLE 0.9 0.4 0. 1 10, 12t 1. 5 �'•'• <� THRUST BLOCK 1.5 1.2 0.6 BLOCK USING 12'xl2'x4' MECHANICAL JOINTS PRECAST CONCRETE WITH SET SCREW 3' X ' BLOCK RETAINER GLANDS CO AB ' OR MEGA LUGS DDED AFTER 6' X 12' GRADELOK WHITE 10'� W /M. J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY �. `. W1 - 01 NOTE) USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. -0' -+9 j--1' -0' C3 C30% HRUS Lj w . a w POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTESt 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24' AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. TEE AND PL UG SCHEDULE SIZE ID < in) THRUST to, C (ft) A (ft) VOLUME (c. Y. 4, 6, 8 5. F 6, 8' 5,0 0. 3 10,12 11.3 1.53.5 0,4 0.6 CONCRETE SHALL NOT EXTEND BEYOND JOINTS BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME 6, 8' 5,0 1.5 :..: i' ' :• 0.9 X 0,4 90' 0,12 . _ 2.5 1.5 1.2 4.0 110 45' 6,8' 2.0 2.0 1.5 0.9 1.5 0.2 0,12 3.5 2.5 1.5 1.2 2.2 0.5 22.5- 6,81 10,12 1.5 2.0 1.5 2.5 1,5 1.5 0.9 1.2 0.8 1.1 0, 1 0.3 11.25' 6,8' 1.0 1.5 1.5 0.9 0.4 0. 1 10, 12t 1. 5 1.5 1.5 1.2 0.6 0. (NOT A SEPARATE PAY ITEM) 7' 3' X ' N ' BLACK PRESSURE ITIVE NUMBERS CO AB DDED AFTER _ WHITE 10'� N HAS BEEN T PAI MJ PLUG �. `. A. POUR CONCRETE OUTER DIA. AGAINST UNDISTURBED EARTH SECTION X -X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME 6, 8' 5,0 1.5 1.5 0.9 2.7 0,4 90' 0,12 6.5 2.5 1.5 1.2 4.0 110 45' 6,8' 2.0 2.0 1.5 0.9 1.5 0.2 0,12 3.5 2.5 1.5 1.2 2.2 0.5 22.5- 6,81 10,12 1.5 2.0 1.5 2.5 1,5 1.5 0.9 1.2 0.8 1.1 0, 1 0.3 11.25' 6,8' 1.0 1.5 1.5 0.9 0.4 0. 1 10, 12t 1. 5 1.5 1.5 1.2 0.6 0. TYPICAL HORIZONTAL SPECIAL CONDITIONS R REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE, 2. OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PPARATUS OR METER WITHIN THE VAULT, 3. RE CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STAN VE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR NCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHE 4. SET SCR INER GLANDS SHALL BE INSTALLED AT EACH FITTING 0 MECHANICAL PIPE. 5. VALVES SHAL THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL IPING UNDER THE FLOOR OF THE VAULT. APPROVED METER SU APPROVED L 4 R APPROVED MATERIALS I-D J BE ANY DEVIATIONS FROM THE AB VAULTS OR MATERIALS MUST BE SERVICES, 72 HOURS PRIOR TOA SRH (U. S. GAL DMC -BR E-CAST CO VAULT WITH QUATE A AND VAULT DIMENSIONS ER S R WITH MECHANICAL EW RETAINER GLANDS WILL L M. J. FITTINGS. CONDITIONS OR APPROVED METERS, THE DIVISION MANAGER, WATER PA IATION. /- CONCRETE VAULT VALVE ® ® O &: METER WAT SERVICE CONNECTION VAULT FLOOR (6' LIP) AND VALVE METER VAULT AS SEMBLY COPPER LINE IN TAMPED SAND FROM D SOIL TO 6' ABOVE AND ON BOTH SI ER PIPE. 2.PAYME ITEM OF 'AIR RELEASE VALVE' SHALL INC ATERIALS, AS SHOWN IN DETAIL, INCL LINE TAPPING SADDLE, 3.SIZE OF LINES A MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX DEL PHRI WITH OR APPROVED 4' X W3- BRONZE INSECT SCREEN _ W /S. S. HOSE CLAMP 1' AIR RELEASE VALVVE APCO MODEL 50 PAD AND 1' GATE i' BRASS ELL (TYP.) 1' TYPE 'K' COPPER TURING - t 1' TAPPING SADDLE W/ CORPORATION STOP. REfEASE VALVE & VACUUM CHECK VALV ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4'- V 8' BLUE, HEAVY DUTY, WI CHANNEL POST 2' X 4' X 6' CONCRETE VALVE BOX AND SHAFT EXTENSION -01 CAST IRON VALVE BOX COVER 2' X 4' X 6' CONCRETE SLAB 4', NOT GREATER ° THAN 45' 4ACK FILL AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6' DIP BEND AND GLAND AT BEND AND PLUG. •; • ° c, sG * NOTE , COMPA( OF Ail I' APCO WAFER CHECK SERIES 300 W3' THRUST BLOCK RESTRAINED JOINT 6' M. J. ELL PLACED ON IN LIMITS W /THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR HALL BE 95% AND REDUCER AS ITY PER IN -LINE BLOW OFF ASSEMBLY GALV. ELL GALV. NIPPLE ��- REMOVE AND DISCARD AFTER USE BROOKS UNDERGROUND II ENCLOSURE - MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING (SEE BLOCKING DETAIL) WATER MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 ' -0' MIN. MACHINE BORING 2' -0' MIN. OPEN CUT (TUNNELING) OPE LIMIT WIDTH OF PAVEMENT 3' -0' MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY cTCCl recrrar. THE ENGINEER IER PIPE -J NOTE) 1. FOR MORE INF WATER AND SEW SSING SEE CITY ECIFICATION FOR WATER LINE C 2. ST SHALL BE A MINIMUM THICKNESS OF 3/ 3. PREFERRED, WET BORING ALLOWED ONLY WHEN W 3 - ED BY THE CITY ENGINEER. PICAL CITY STREET CROSSI W MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES WIDTH OF PAVEMENT MI . 3 - 9 ° BELOW LINE. SUBGRADE MAIN TRACK DITCH JG -r CARRIER PIPE -J MACHINE BORING CARRIER PIPE -' NOTE: 1. FOR MORE 'INFOR ATER AND SEWER ING SEE CITY V IFICATION FOR WATER A LINE CO 2. STEE ALL BE A MINIMUM THICKNESS OF 3/8 3. D S REQUIRED. CAL STATE HIGHWAY OR THOROUGHFARE CROSSING W4- NOTE 1. FOR MORE I ON WATER AND SEWER LINE CROSSI F SEE CIT SPECIFICATION FOR WATER AND SEWER LIN N. 2, G SHALL BE A MINIMUM THICKNESS OF 1/2 IN NG IS REQUIRED. TYPICAL RAILROAD CROSSING W4 WATT PI E PIPE JOINT '. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC, OR TAPPED TEE /- CORP STOP LINE i. S IN COPPER TUBING WILL BE ALLOWED BE ERVICE SADDLE AND THE CURB STOP FOR S CE OR BETWEEN THE SERVICE SADDLE AN OR DOUBLE SERVICE. 2. IT SHALL BE IBILITY OF THE CONTRACTOR TO PRESSURE TES EDIATELY AFTER THE STREET CROSSINGS HA WSTALLED. 3. MARK EACH SERVICE END WITH METAL 'T' POST PAINTED BLUE. 4, MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. BRASS CURB STOP WITH PLUG (REF) ♦ O CONC. CURB & D• p p' 2' MIN. -3' MAX. BALL VALVE - PAD • �}-- n r WITH PLUG I N (2 FOR DOUBLE SERV.) 4' MIN. \ A y 1' TYPE K COPPER TUBING (SINGLE SERVICE) 1 -1/2' TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1> WATER CROSSING '- i' TYPE 'K' COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2 SS WYE (I FOR . ) I �z NOTESt PIPELINE f`u' WARNING SIGN MAIN LINE 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. T 8 2 CONST 0 1 • ° WARNING FROM STEEL ON ' ENAMEL FINISH. FURNISH ONE UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN o ' • o CONTACT THE CITY AND ONE POST FOR EACH VALVE ORE EXCAVATING INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. YELLOW FURNISH SAME NUMBER OF o .• • '• J. TEE BACKGROUND REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED (OMITTING VALVE V A •. NUMBER ON VALVE SIGN BLANK) N (NOT A SEPARATE PAY ITEM) 7' 3' X ' N ' BLACK PRESSURE ITIVE NUMBERS CO AB DDED AFTER _ WHITE 10'� N HAS BEEN BACKGROUND. PAI MJ PLUG ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4'- V 8' BLUE, HEAVY DUTY, WI CHANNEL POST 2' X 4' X 6' CONCRETE VALVE BOX AND SHAFT EXTENSION -01 CAST IRON VALVE BOX COVER 2' X 4' X 6' CONCRETE SLAB 4', NOT GREATER ° THAN 45' 4ACK FILL AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6' DIP BEND AND GLAND AT BEND AND PLUG. •; • ° c, sG * NOTE , COMPA( OF Ail I' APCO WAFER CHECK SERIES 300 W3' THRUST BLOCK RESTRAINED JOINT 6' M. J. ELL PLACED ON IN LIMITS W /THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR HALL BE 95% AND REDUCER AS ITY PER IN -LINE BLOW OFF ASSEMBLY GALV. ELL GALV. NIPPLE ��- REMOVE AND DISCARD AFTER USE BROOKS UNDERGROUND II ENCLOSURE - MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING (SEE BLOCKING DETAIL) WATER MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 ' -0' MIN. MACHINE BORING 2' -0' MIN. OPEN CUT (TUNNELING) OPE LIMIT WIDTH OF PAVEMENT 3' -0' MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY cTCCl recrrar. THE ENGINEER IER PIPE -J NOTE) 1. FOR MORE INF WATER AND SEW SSING SEE CITY ECIFICATION FOR WATER LINE C 2. ST SHALL BE A MINIMUM THICKNESS OF 3/ 3. PREFERRED, WET BORING ALLOWED ONLY WHEN W 3 - ED BY THE CITY ENGINEER. PICAL CITY STREET CROSSI W MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES WIDTH OF PAVEMENT MI . 3 - 9 ° BELOW LINE. SUBGRADE MAIN TRACK DITCH JG -r CARRIER PIPE -J MACHINE BORING CARRIER PIPE -' NOTE: 1. FOR MORE 'INFOR ATER AND SEWER ING SEE CITY V IFICATION FOR WATER A LINE CO 2. STEE ALL BE A MINIMUM THICKNESS OF 3/8 3. D S REQUIRED. CAL STATE HIGHWAY OR THOROUGHFARE CROSSING W4- NOTE 1. FOR MORE I ON WATER AND SEWER LINE CROSSI F SEE CIT SPECIFICATION FOR WATER AND SEWER LIN N. 2, G SHALL BE A MINIMUM THICKNESS OF 1/2 IN NG IS REQUIRED. TYPICAL RAILROAD CROSSING W4 WATT PI E PIPE JOINT '. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC, OR TAPPED TEE /- CORP STOP LINE i. S IN COPPER TUBING WILL BE ALLOWED BE ERVICE SADDLE AND THE CURB STOP FOR S CE OR BETWEEN THE SERVICE SADDLE AN OR DOUBLE SERVICE. 2. IT SHALL BE IBILITY OF THE CONTRACTOR TO PRESSURE TES EDIATELY AFTER THE STREET CROSSINGS HA WSTALLED. 3. MARK EACH SERVICE END WITH METAL 'T' POST PAINTED BLUE. 4, MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. BRASS CURB STOP WITH PLUG (REF) ♦ O CONC. CURB & D• p p' 2' MIN. -3' MAX. BALL VALVE - PAD • �}-- n r WITH PLUG I N (2 FOR DOUBLE SERV.) 4' MIN. \ A y 1' TYPE K COPPER TUBING (SINGLE SERVICE) 1 -1/2' TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1> WATER CROSSING '- i' TYPE 'K' COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2 SS WYE (I FOR . ) I W2 I mo/ C� C� W W � l� W W �- � Q D AO SELECT MATERIAL U MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO <2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON- STRUCTURAL AREAS ( i e... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED ORIGINAL GROUND BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. \ IN FUT ® GRANULAR MATERIAL > - \!- MATERIAL SHALL BE BANK RUN RIVER SAND NHICH IS FREE � / �--- PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT 12' -18' DEPTH, LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS MAXIMUM LIQUID LIMIT QA T MATERIAL - SELECT MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 c•••c�c r�:r-.:r•;- MAXIMUM PLASTICITY INDEX 15 MINIMUM PERCENT PASSING 3/4' SIEVE 100 (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. AT OPTIMUM NOTES 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR L7PEN CUT STREETS 2. All bedding & Installation of PVC pipe shalt be in accordance PIP - UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe. �� 0 D 3. All bedding & installation of Ductile Iron pipe shalt be in accordance to ANSI /AWWA C150/A21.50. 6' MIN. /12' MAX. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the City Engineer. 6• Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8. See 'Open Cut Details' ST4 -00, ST4 -02 & ST4 -02. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON- STRUCTURAL OR FUTURE STREET AREAS W4 -03 U_ GENERAL NOTES: O ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS i-, IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS U x SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF w LAST DISTURBANCE. W F- APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY • CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. BRIM BY, /{ BATE, 1 -31 -03 Mgt NTS Neff ED W. P. k FIGURE SHEET 7 OF �z CP f`u' 8 W2 I mo/ C� C� W W � l� W W �- � Q D AO SELECT MATERIAL U MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO <2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON- STRUCTURAL AREAS ( i e... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED ORIGINAL GROUND BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. \ IN FUT ® GRANULAR MATERIAL > - \!- MATERIAL SHALL BE BANK RUN RIVER SAND NHICH IS FREE � / �--- PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT 12' -18' DEPTH, LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS MAXIMUM LIQUID LIMIT QA T MATERIAL - SELECT MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 c•••c�c r�:r-.:r•;- MAXIMUM PLASTICITY INDEX 15 MINIMUM PERCENT PASSING 3/4' SIEVE 100 (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. AT OPTIMUM NOTES 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR L7PEN CUT STREETS 2. All bedding & Installation of PVC pipe shalt be in accordance PIP - UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe. �� 0 D 3. All bedding & installation of Ductile Iron pipe shalt be in accordance to ANSI /AWWA C150/A21.50. 6' MIN. /12' MAX. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the City Engineer. 6• Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8. See 'Open Cut Details' ST4 -00, ST4 -02 & ST4 -02. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON- STRUCTURAL OR FUTURE STREET AREAS W4 -03 U_ GENERAL NOTES: O ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS i-, IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS U x SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF w LAST DISTURBANCE. W F- APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY • CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. BRIM BY, /{ BATE, 1 -31 -03 Mgt NTS Neff ED W. P. k FIGURE SHEET 7 OF OLE BASE SHALL BE PLACED ON FIRM SUBGRADE. TION OF CEMENT STABILIZED SAND OR GRAVEL BE REQUIRED TO STABILIZE FOUNDATION. NOTES 1.FURNISH AS SHOWN O AND /OR AT EACH M RE BLACK SEWER LINE CRO FIELDS TEXT W A R N I N G 2 FROM B BAKED ON 10' ENAME FURNISH ONE GROUND SEWER ONE ONE POST THE CITY F ANHOLE INSTALLED YELLOW BACKGROUND MA 7 I PEN FIELD AND AT OTHER IONS AS SHOWN ON PLANS. NISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE N UMBER ON MANHOLE SIGN) L: EPARATE PAY ITEM) PRESSURE TO F1 WHITE 10 BASIC BACKGROUND. PAINTED. WER WARNING AND OLE IDENTIFICATION S S1' VARIES 3. 5' MIN. ( SEE NOTE 1. PVC (SEE NOTE 3) ( MIN. 1% SLOPE) STD. 45' BEND STACK VARIES IN HEIGHT 68MB•INATION TEE (AS REQ'D. ) --- ST*. --45' BEND DEEP CONNECTION PROFILE VARIES 3. 5' MIN. (SEE NOTE 1. PVC (SEE NOTE ) 3 (MIN. 17 SLOPE) ON TEE (AS REQ' D. > // --MI - TE RBOX OR STANDARD CLEAN -OUT BOOT Ix Lj 1 11 O J 0' I nQ- to 6' CLEAN OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL CEMENT STABILIZED SAND AS SHOWN. I 45 ° BEND STANDARD CONNECTION PROFILE SANITARY SEWER SERVICE CONNECTION S2 -00 F'\ ` 2' CUSHION REQUIRED FOR ROCK, CONCRETE LESS THAN 3' STANDARD CLEAN OUT FAR MAIN LINE 52-01 QA SELECT NATIVE MATERIAL AL GROUND IN 4' PVC EXTENSION MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA W /4' CLEAN OUT ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO( 2) NOTE W /PVC CAP (SEE 1. WHERE DOUBLE WYE SERVICE NOTE 3) MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ELEVATION IS LESS THAN 2' -7' L FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN BELOW PROPOSED BACK OF STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. OPTIMUM TO +4% OF OPTIMUM UNDER NON- STRUCTURAL CURB, MIN. SLAB ELEV. MUST "' ' 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN BE SET TO ALLOW SANITARY i �' _ Q SELECT MATERIAL " `�'=' "" SEWER SERVICE. r 2. MARK EACH SERVICE END WITH BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN METAL 'T' POST PAINTED GREEN. ' ``'= 3. ALL MATERIAL SHALL BE SDR 21 OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. ALL SHAFTS SHALL BE ERTICALLY D2241. �; 4. GLUED FITTINGS WILL ONLY BE OUBLE WYE ALLOWED AT THE DOUBLE WYE WITH CLEAN OUT WITH ® GRANULAR MATERIAL CONNECTION. GLUED FITTINGS TO ' �: AT OPTIMUM BE PVC -DWV. PVC CAP (SEE NOTE 3) IN. DESIGNED B ESSIONAL ENGINEER. PLAN VARIES 3. 5' MIN. ( SEE NOTE 1. PVC (SEE NOTE 3) ( MIN. 1% SLOPE) STD. 45' BEND STACK VARIES IN HEIGHT 68MB•INATION TEE (AS REQ'D. ) --- ST*. --45' BEND DEEP CONNECTION PROFILE VARIES 3. 5' MIN. (SEE NOTE 1. PVC (SEE NOTE ) 3 (MIN. 17 SLOPE) ON TEE (AS REQ' D. > // --MI - TE RBOX OR STANDARD CLEAN -OUT BOOT Ix Lj 1 11 O J 0' I nQ- to 6' CLEAN OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL CEMENT STABILIZED SAND AS SHOWN. I 45 ° BEND STANDARD CONNECTION PROFILE SANITARY SEWER SERVICE CONNECTION S2 -00 F'\ ` 2' CUSHION REQUIRED FOR ROCK, CONCRETE LESS THAN 3' STANDARD CLEAN OUT FAR MAIN LINE 52-01 QA SELECT NATIVE MATERIAL AL GROUND IN #5 BARS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA 24' ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO( 2) 26' NOTESt INCHES IN THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR 42' MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12' -18' DEPTH. L FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONTRACTOR SHALL CONSTRUCT STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. OPTIMUM TO +4% OF OPTIMUM UNDER NON- STRUCTURAL •' '�'• "' ' 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN AREAS ( te...YARDS, PASTURES, EASEMENTS) AND TO A i �' _ Q SELECT MATERIAL " `�'=' "" ACCORDANCE TO ANSI /AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 6' -!2' '` BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ' ``'= '`�'•�' ==� ® (MANUALLY 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. ALL SHAFTS SHALL BE ERTICALLY �`: �; BE IN ACCORDANCE TO ANSI /AWWA C150 /A21. 50. PLUMB WITHIN 2' T ,�, z CONSOLIDATE ALL INFORMATIO IS CITY ® GRANULAR MATERIAL ••s• ' �: AT OPTIMUM 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MATERIAL SHALL BE BA NK RUN RIVER SAND WHICH IS FREE IN. DESIGNED B ESSIONAL ENGINEER. MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4' - `'' " "`''` 6 FT 61n. OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS " '' PIP �� UNDISTURBED SOIL WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. MAXIMUM LIQUID LIMIT 45 NOTEt DEPTHS GREATER THAN 12' 6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING MAXIMUM PLASTICITY INDEX 15 ❑ D a� OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6' MIN. /12' MAX. 7. TWENTY -FOUR (24) HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4' SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1 -1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE IitritLi' A d ER S ° SH . d D 'd C ON PL A a d .4 , PIE R DIAMETER VERTICAL STEEL #5 BARS 16' 8 24' 12 26' 14 30' 16 42' 1 24 #2 HOOPS, 12' O. C. 3' CLEARANCE MININMUM DUCTILE IRON WRAP WITH ONE OF TAR PAPER PREVENT BOND NOTES: _ ; ; , :. - VERTICAL STEEL AS PER TABLE 1. EACH PIER SHALL BE COMPLETED BACK FILL AROUND MH SHALL WING CHANNEL POST IN A SINGLE CONTINUOUS POUR. BE AS PER NOTE 4. A 2. CHAMFER EDGES 3/4'. a p 3. CONTRACTOR SHALL CONSTRUCT Lu , o �, (SEE TABLE ) •' '�'• CONCRETE PIER TO A MINIMUM .' UNDIS RTH DEPTH OF 6' OR TO A DEPTH ix ui z cL INSIDE AT ALL JOINTS WHERE A GOOD BEARING SOI w c v INK : IS ENCOUNTERED, � 4. ALL SHAFTS SHALL BE ERTICALLY 3' 3 A n PLUMB WITHIN 2' T ,�, z 5. ALL INFORMATIO IS CITY iD a L3 END MINIMUM. AL SHALL BE p; o IN. DESIGNED B ESSIONAL ENGINEER. 5 FT 301n r #4 NT 2 90' AND FIDE X 3/8' THICK STEEL STRAP PRIMED & PAINTED) FORMED TO :RMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQ'D. PER PIER) i' x 6' GALVANIZED STEEL ANCHOR BOLT SECURED TO �, VERTICAL REINFORCING STEEL (4 REQUIRED PER PIER - 24' DEPTH) •: ; ; , :. - VERTICAL STEEL AS PER TABLE • BACK FILL AROUND MH SHALL WING CHANNEL POST #2 HOOPS, 12' O. C. BE AS PER NOTE 4. VARIE SAND AS SHOWN. H (SEE TABLE ) •' '�'• POUR GAINST .' UNDIS RTH TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER N #2 STIRRUP, 24' #4 BARS 6' .ETE ENCAS S4 9-1/2' DRILLED AND TAPPED BOLT HOLES (WATERTIGHT FRAME ONLY) 1/4' i -3/8' 1' _ FOR 1/4' 7/16' L _Y) 31-7/8' 1 1/2' 3/4' -�) t2 -1/2' Imo- 23' -�I wr i/2' -13 X 1-3/4' SS HX HD BLI STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) PN T Y (4) 1/2' -13 X 1 -3/4' SS HX HD BLTS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) OF �OLLEC,E � r� -AN COVER FACE COVER (VULCAN V1420) (VULCAN V14 MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4- GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL ME ASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM, NOTE DROP FITTINGS ARE TO BE RESTRAINED JOINT DUCTILE IRON PIPE. STD. 45' WYE 3' A 45' SEE NOTE ATION ES TES MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE EW OR EXISTING RIGHT -OF -WAY. 2. EKA SEALANT OR APPROVED EQUAL BETWEEN RING /COVER, ADJUSTMENT R D CHIMNEY OR CORBEL /CONE SECTION. 3. MA SE THICKNESS AND FOUNDATION AS FOLLOWS, M EPTH (FT.) BASE THICKNESS 12 8' 1 VER 12' 4. MANHOLE LOC ND COMPACTION AS FOLLOWS LOCATION COMPACTION REQUIREMENT PAVEMENT 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA 90 % STANDARD PROCTOR - ASTM D 69 SEE NOTE 7. 5 NO RINGS ARE REQ TSIDE OF STREET RIGHT -OF -WAY 6 IN FLOODPLAINS, THE ALL EXTEND ABOVE THE BASE FLOG ELEVATION OR A BOLT TER -TIGHT RING AND COVER SHALL BE USED. R SIGN 7 WARNING SIGN ONLY TO BE PLA E NHOLE SIGN 1° EWER CROSSES OPEN FIELDS. E DETAIL S01 -05) 6' -0' STD. CAST IRON MANHOLE COVER 3' MIN. AND FRAME (30' DIA. OPENING) OR EQUAL 12' MAX. ° SEE NOTE 1. 2' -0' PRECAST REINFORCED CONC. MANHOLE SECT. ' ' ASTM DES C -478 D, 45' WYE 8' GREEN, HEAVY DUTY, BACK FILL AROUND MH SHALL WING CHANNEL POST EMEH STABILIZED BE AS PER NOTE 4. VARIE SAND AS SHOWN. H (SEE TABLE ) RUBBER- GASKET JOINTS fa W/ MORTAR SEALANT C5 La INSIDE AT ALL JOINTS INK : � IN. 3' 3 A 45' BEND �' END MANHOLE DIA. MAIN BASE --- .� -' �^ • IN. 4 FT 5 FT 301n /#4BARS, #4 NT 2 90' AND 6 FT 61n. TIED L AND BASE. 8' O. C. E. W. NOTEt DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF L #4 BARS, 8' O. C. E. W. -- DEPTHS GREATER TH WILL INV /4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. REQUIRE 2 MATS OF REINFORCING STEEL IN E. UP 24' AND LARGER E FULL DEPTH INVERTS. STANDARD DROP MANHOLE rRAINEPD AN -OUT AT BLI D _ STANDARD MANHOLE NT FOR FORCE MAINS. 1 S 1 NOTESi _ i. I'D STARTER , • HOLES SHALL BE DRILLED THROUGH WALL OF PIPE O.D. EXISTING MAN HOLES SHALL NOT BE INSTALLED MORE THAN V INVERT AS REQUIR ED REMOVE INVE N 4 " AND NEW INVERT FOR NEW 4' APART. AFTER STARTER HOLES HAVE BEEN INSTALLED AND LINE. NEW INVERT SHALL APPROVED BY _A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN PERIPHERAL HAVE SMOOTH TRANSITION REMOVING THE CONCRETE INSIDE THE PERIPHERAL 'STARTER' HOLES. O 'STARTER' HOLES INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. (SEE NOTE 1.) EXISTING INVERT AS REQUIRED. rr 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12' CC. 1 OPENING CREATION DETAIL NON- SHRINK 3 MANUFACTURERS ED IN STRICT ACCORDANCE WITH REQUIREMENTS A GROUT 4. CONCRETE SHALL BE 3, 000 P. S. I. 1' -0 KE KO -FLEX PREFORMED STIC ADHESIVE DIAMETER #3 REBAR C14' LONG) ERSTOP, OR APPROVED 1, _0, VARIES EMBEDDED AND UAL. (SEE NOTE 3.) NON- SHRINK EPDXYED INTO MANHOLE 2 ' TYP j GROUT WALL 3'. (SEE NOTE 2.) TERSTOP - PIPECON X NEW INVERT NHOLE ADAPTER PIPE O. D. SEAL, OR APPROVED PIPE 0 i;?NHOLE PLUS 18' EQUAL. (2 REQ'D) PLUS 1 CONNECTION DETAIL SECTION VIEW WATERSTOP- M !!� A ADAPTS, MANHOLE CONNECTION DETAIL B' OR APPROVED EQUAL (2 REQ'D) STANDARD MANHOLE TIE-IN 1 CONNECTION DETAIL SECTION VIEW B' SI 1 -04 • MACHINED BEARING SURFACE I3 1_1 rv, 1 -i/2' 7/16' 30' - 33- 15/16' 40-3/4 FRAME SEC" - &EEBOLT C WATERTIGI Q f i I W t� I� LL )-''. I H'', U ' W mA ym BY, 1 -31-03 SCt;IEt N T S aPPRQYED W. R F I GURE oC SHEET 8 ❑ PICK HOLE DETAIL ~ H fa fn C5 La Q f i I W t� I� LL )-''. I H'', U ' W mA ym BY, 1 -31-03 SCt;IEt N T S aPPRQYED W. R F I GURE oC SHEET 8 ❑ PICK HOLE DETAIL Landscape Calculations POINT CALCULATIONS Required Site Area -- 151 = 151, 788 / 1000 x 30 = 4,554 Points Streetscape -- Major Arterial Frontage -- 125' (i'L Along FM 2818) 125 - 20' (Driveways Wisibitity Triangles) = 105 / 50 x 300 = 630 Streetscape -- Minor Arterial Frontage -- 662' (E Along Dartmouth) 662 - 13q' (Driveways * Visibility Triangles) = 523 / 50 x 300 = 3 TOTAL POINTS REQUIRED 4 + 3 = 8,322 .Points STREETSCAPE TREES FM 2818 -- 105 / 25' = 4 Canopy .Trees ReWired Dartmouth -- 523 / 32' = 16 Canopy Trees Recyired _ CANOPY TREE REQUIREMENT Quantity Size B,322 Total Points x 50% = 4 Total Points Re Aired Proposed Landscaping CANOPY TREES (container.) 6 @ 300 Points (3% Col.) = I, 800 Points 28 @ 150 Points (2% Cal.) =4,200 Points ; NON CANOPY TREES (container) + SHRUBS 6 @ 40 Points (30 Gal .) _ . 240 Points 231 @ 10 Points (5 Gal.) = 2,310 Points 206 @ 0 Points (5 Gal.) = 0 Points (Screening Regpirement) 16 @ I Points (5 Gal.) = 16 Points TOTAL PROP05ED LANDSCAPING ___1_ L) I Landscape Plan Ref: None Scale: 1 " =20' Note: Verify all dimensions before construction. Points 6 Points 240 Points 2,526 Points 8 POINTS \� Flag Pole (Ty Plant List Key Quantity Size Common Name (Botanical Name) Point Value Points Comments Canopy Trees + 12 2% Cal. Cedar Elm (Ulmus crossifolia) 150 1 10/12' Ht., 314' Sp., Matched 6' -0" Clear Trunk Min., Container. • 2 u 3/ Gal. Live Oak (Quercus virginia) 300 600 14/16' Ht. 4/5' S Matched , p•, 6' -0" Clear Trunk Min., Container 16 2% Cal. Chinese Pistache (Pistacia chinensis) 150 2 12/14' Ht., 314' Sp., Matched 6' -0" Clear Trunk Min., Container 4. (STREETSCAPE REQUIREMENT) 4 3% Cal. Bald Cypress (Taxodium distichum) 300 1 14116' Ht., 4/5' Sp., Matched y; (STREETSCAPE REQUIREMENT) V -0" Clear Trunk Min., Container Canopy Trees ® 6 30 Gat. Grape Myrtle (Logerstronemia indica 'Natchez') 40 240 6 18' Ht., 314' Sp. 3 -5 Canes, Matched, Min. Cane Dia = I 4' Clear Trunk Shrubs 80 5 Gal. Dwf. Youpon Holly (Ilex vomitoria 'Nana') 10 800 12" Height Min., Rooted, Full OO 3q 5 Gal. Elaeagnus (Elaeagnus x ebbingei) 10 3q0 36" Height Min., 3' O.G. Max., Rooted, Full ® 18 5 Gat. Indian Hawthorn (Rophiolepsis indica 'Clara') 0 0 36" Height Min., 3' O.C. Max., Rooted, Full (PARKING SCREENING REQUIREMENT) Q 86 5 Gal. Hardy Red Oleander (Nerium oleander 'Hardy Red') 10 860 24" Height Min., Rooted, Full 16 5 Gal. Purple Fountain Grass (Pennisetum setaceum 'Rubrum') 1 16 24" Height Min., Rooted, Full ® 20 5 Gal. Sea Green Juniper (Juniperus chinensis) 10 200 36" Height Min., Rooted, Full O 188 5 Gal. Sea Green Juniper (Juniperus chinensis) 0 0 36" Height Min., 3' O.G. Max., Rooted, Full (PARKING SCREENING REQUIREMENT) Q 6 15 Gat. Wax Myrtle (Myrica cerifera) 10 60 36" Height Min., Rooted Qfter Full Prune To Tree Form Instalation Uroundcover 852 4 Pot Annual Color 0 0 R ooted, Full TOTAL PROPOSED LANDSCAPING 8 POINTS ZONED t + + + + + NOTE: All Disturbed earth must be 100% covered with established s grass or groundcover prior to C.O. NOTE: Irrigation system must be designed and installed prior to C.O. OAF �i oc . OF TF °Q o g A. X1 0 .::::..................... ... ROBERT B. RUTH ................. a.......;.. 1434 �p0 �,�•• RFCts7E • o 11/24/04 I ( I ( I I I I I I I I I I I I i I I . I I I I I I I I I I i. (/� N •U N c N 0 m r ` N uro ron�n 1 c c ,- �MLn m .n M 9 N O � X O � � Q UCO q) (f U ZONED Ip -MUD I I I I i I I I I i I I� I I I I I I I � i i i i Date: 11/1 Revisions: Sheet Number Sheet I of I LS 1