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Home My WebLink AboutUNIVERSITY COMMONS (1994)CAPSTONE '. epte bet' A, 1994 =Mls� Shirley I Folk, �velopr erit Coordi.natar i f e t4tto -.College' t ti4 i, Texa, 77840 i3 University Co mons Apartmaents --c al +c riv College, St atidn; TX` 77840 dear Sliry, i 0 r t th lh r ;} s i��t c r�irn�w?^t{tion concerning,the way i.n which re visiogs wr;r o t�1 � le Pollouri.ng v>ar iscitssfo , w¢ Dave agreed to :issue four architectural sheets to satishi' the,r6T_riainin 'ca c ns., Tn addit cEn, gave enOwd a Copy of our Addendum #1, �'lg'is a attacbm, e, t to our canst ctic�n'coTtxact,`wliich addressed a number of the items, iay listed those sb d ai d, tli 'ir coi responding rcvisiQns. o e h; v' cre afed a " uppierr ental drawing :showing all fire lane curb painting and the r e CI U I d ? 18" sin,acye at each entran;Q,; per TimDecear's comments. All curbs azld cur h°ris, iniCated on this shot will be pa ,;meld reel with 4" white letters stating ".No .arki °' ° s cina "P'ice a �tIt 1 ' spacing "Tow Away done" Repeat sequence Sri;ifuN map at; bon added i h':e5 t hay sly 4.�2 ad liti{�rial si e.,alk (6' wide from edge to back of curb) hve ad a�?dici}al spaces to Wing the totals spaces td 16. They were added as follows`; a(ide adjacent to s��irr-riing pool to North of Colgate 1' at uildx 8 kvt l of 3 spaces) added at llil;iin 9 (ttae of spaces) ded }n.frvnt ,f il>_ibbouse ,1 I;`'ae voter' ie'Pr lmut iha bGen,coordinated l)etween the consulting MEP engincer anti h 1 the civil n(irteeisf Also, Standard Automatic .Fire Enterprises ("SAFE") has ' o zpl t dsiL;n On�tne fire�sli:rinl ler system anti t its design has b. eTi coordinated with the clv l e g z-z is docurn�nts, ol'i�fg' elevation h 5 beeil, correc,ed to EE, 286.0 600LUGLj(IY55uifiB ` 24 5irmii t`�a l; Fil 3$223 ' (r0:) a71 CG2t?' ��X (r05) v7i 1465 tIc�JECT; uNIVIITY CC�MMGNS APRR1'MENTS DATE. AUGUST 34, 1994 COLLEGE STATION, TEXAS ISSUED TO: ADDENDUM # ONE (1) ISSUED By: CAPSTONE DEVELOPMENT 600 WCKIE DRIVE SUITE 424 BIRMINGHAM, ALA8AMA 35223 N, IOTA:,, This Addendum is a integral part of the Contract Documents and shall be treated as such_ The Contractor Shull iacknoV ledge receipt of this addendum. All other provisions snail remain in effect. Make the following revisions: A. The date in which all bids are to be received has been changed to Friday, September 9, 1994 at 2:44 pm CST. S, In Sseotion 0000 - Painbng, 3.OGA, weft are to receive a light "orange peal" finish, G, '€�. all ins �l,�on used in early �v?!ls and partitions only occurs in the areas shown on Attachment 1A & 113. Delete pantry rack in all 4 bedroom units. E, Provide 1/41 lbs fire extinguishers (Kidde 2 5/6 TCM or equal) in all apartment and duplex utility rooms. PrQvidip (2) a lb fire extinguishers in the Clubhouse and (1) 5 lb fire extinguisher in the storage building, ,P. Provide balcony railing as shown in Attachment 1 C. G, in all metal roof areas, provide a 5 V-Crimp, galvalume finished standing seam roof, 'id, Delete Section 09300, 2,02, A2. Bathroom floor is VGT. in Sedan 0�9300, although Lanka Tile (located in Sri Lanka) may not fulfill the specified dimensional criteria, the + r�Yr i<av a loved the application and installation of this product in College Station. d,. Ir;t-do- tllubheuse door typed 3 shall toe hardboard in lien of Wood, Casement at inteflor Clubhouse door 'type 1, 2, & 7 shall be metal with glass insert. Clubhouse door #3 shall be the same as Type A door as hdted on sheet A 01, Door Sched50- - C1 (Metal, six -panel door). K, „ Provide yt ndai d spring duor Mops in lieu of the specified Wall stops. L; -n sh61- tits-12 under "Plumbing Fixtures & Equipment", provide the following plumbing changes: 1. items "Tub" - provide a Sterling 161 shower mixing valve; integral stops; ohrome finish. Item? ' ' -A" - provid s 0 ge!lon water heater with a 5 year limited warranty. b!aTk;'Rl tION: 13 Arcni;e.t © Owner 1 Civil Engineer ❑ Omer PAGE 1 OF 3 ,s. 8111rlq J, Valk „ eptembelr 19, 1994 4 � th I TIgation meters shwl,he 1" ..meters with a.1" baelkfiow prevention device iostailed, , ri n°� ri �o'unta ns' sb0l ii-otb6 can- irr �?�tipn loop due to potcntlai cross- eoanection. t me � r it a�iy.„oi this dc� not reMCt our earlier discussion, 'hanks again for your 'ruhelp ineot Corp. . - es . Goodson, I11: IT `horn Ott, ent arest and Associates t fi ehaitinger C'psto e e'veioptuent , „ h PRO JECT. UNIVE-'RSI7Y COMMONS APARTMENTS EDATE; AUGUST 30, 1994 CQE I-EG� STATION, TEXAS ISSUED TO: ADDENDUM # ONE (1) ^.l St�AD BY: CAPSTONE DEVELOPMENT 600 LUCKIE DRIVE SUITE 424 BIRMINGHAM, ALABAMA S5223 This Addendu, �� is a integral part of the Contract Documents and shall be treated as such. The Contractor ball acknowledge receipt of this addendum. All other provisions shall remain in effect. CONII NUED 1 Item °'F4. .'" - provide wall hydrants hose bibbs located at the buildings in lieu of box hydrants. L 4, Item 'WC -A" & "WO-E" - provide 3 gallan commercial grade water closet in lieu of the 1.6 gallon only if approved by the governing authorities, f M; On -h°ets ;~ iE P S, 4, 5, 6, 7, "Plumbing Note" #5, delete 1/2" fiberglass pipe insulation on hot water piping. r , �t' A,e the fofio�#ssng Eectttc E cnang,-s. 1, Aluminum wire is not allowed inside any building. 2. Prnide fire alarm system equipment per sheet E-12, detail 7, 3 On sheet E-12, under "Light Fixture Schedule", bedroom ceiling fans shall be Encon #PP42VVHM, 42", white finish, with school house Eight kit equal to Hunter #22909 (2.60 ,,vatt incandescent bulbs); living morn beilir'.g Fans shall be Encon #M52VNH, 52", white finish, with no light. 4, Ada 2 phone lines with jacks in the Clubhouse computer room located above the worksurfaee, 5. On sheets E E-9, delete all smoke detectors in the bedrooms. Deleto both the exit light in the Weight Room above the door leading to the Lobby and the exit tight in the Hall above the door leading to the exterior. O. Provide the sound ins .11adon between floors per,Seotion 072W 2,02, Al, and not as indicated on the drawings. P. In Sec « Yt6' C�0 -Rough Carpeniny, 2,01, 02, the use of spruce, finger -jointed studs is acceptable. C. A in icw -d in the Drawings, there are 7 concrete pads consisting of 6 bike racks on each. Pads will be located by the, Pwndr. R: On sheet A301, detail 17, backsplash is not required. DISTRIBUTION: C3 Architect ❑ owner C1 04 engineer PAGE 2OF3 PRdJb�Ti., UNIVERSITY COMINIONS APARTMENTS DATE; AUGUST 30, 1994 COLLEGE STATION, TEXAS l'QUED TO: ADDENDUM # ONE (1) p E IT T . CAPSTONE DEVELOPMENT - 600 I.UCKIE DRIVE SUITE 424 BIRMINGHA,M, Af A-BANIA 35223 T1E' This; tdd?ndUrn is a integral par of the Contract Documents and shall be treated as such, The Contractor 6411' acknowledge receipt of this addendum. All other provisions shall remain in effect. EF dd( EN 4EIP i At ai!,HE-2 units tubs, provide floor and wall mounted grab oars similiar to F{C-1 units. At all H6-2 f nets; pr yid : 24"grab bar on the back wall and a 48" Grab bar on the side. T, In ection Q$700 - hardware, 3.01, A?, (handicapped accessible units only) - provide an equal to that of Kwik Set " arkl�y" if not available. U. The supple eritary Subsuface Explora�on and Foundation Analysis is provided for your review. (Attachment 1 D) V th,e ewi Ling power lines transver5ing the site south of Colgate has been scheduled for relocation by the City Electric Department, The work is scheduled to start October 1, 1994 and be completed by �otober 30, 1994. In the Contractor's Construction Schedule, the Contractor shall provide for tt is `-iorK by the City Electric Qept. and aid in 'the coorditlatian of site activities, Contact Mr. Tony fvliahals' -Operations Coordinator -City Electric Dept at (409) 764-3631, Provide for the work noted "by developer", as shown on Attachment 1 E and any other work required by fhb Iccai pidne company (GTE). Also, provide work as required by the local cable company (TCA). or your use, Attichment 1 P shows the valuations of each building, including the pool, used by the City to determine Lhe cost of the building permit, p id for by the Contractor, owner does not assume any expomilai:ity for any cot up and above the amount shown or other contractor's permitting fees levied ' bye governing authorities. z, In Section 16$00, 2.01, add the following: Shower rods shall be Taymor 02-D-9500 F1 - 5' adjustable flange rod with rubber pressure feet. ;,, otr� irrigation meters shown on MEP 1A sh !I1 be 1" with a 1" backfiow prevention device. ritzy, drinking fountains shail not be on the irrigation loop due to possible cross -connection, i r' CC, A aondsPape, allowz� noa of $163, ^000 will be added to the contract amount, The Contractor shall allow for this work within the Contractor's Construction Schedule. 0iSTR'11_'-UTlo,N: rl Ar-hiiect ® Qvvn2r Ci Civil Engineer CI Other -- PAGE 3 OF 3 Ms. Shirley J. Volk August 23, 1994 Page 3 Building Issues ,continued * I have confirmed with our consultant that all MEP documents comply with the following: Standard Plumbing Code 1991 Standard Mechanical Code 1991 National Electrical Code 1993 with local amendments (these amendment include the prohibition of aluminum wiring in the building and the requirement to provide exterior mounted main disconnects) Please review these comments with the various staffs represented in the review process and let me know if there are additional issues. Thank you again for your ongoing assistance and p we look forward to beginning construction in the next few weeks. Sincerely, Capstone Development Corp. a e M. oodson, III Vice P s' dent ENCLOSURES cc: Tom Ott, Demarest and Associates Perry Hescock, Hescock and Associates Greg Taggart, Municipal Development Group Jeff Schattinger, Capstone Development "CollegSt.15" CAPSTONE August 23, 1994 Ms. Shirley J. Volk, Development Coordinator City of College Station 1101 Texas Avenue College Station, Texas 77840 SUBJ: University Commons Apartments 950 Colgate Drive College Station, TX 77840 Dear Shirley: Your role as facilitator is again appreciated on our end of the process. Thank you for forwarding the separate sheets of construction documents which had any review comments. As you and I discussed yesterday, I have compiled all comments from each reviewer and have prepared this response as closure to the review process. Please distribute this response to all parties responsible for the review. Site Issues: * The swimming pool will not be drained into the sanitary sewer system. The backwash line will be tied into the storm sewer system, as indicated on CH10. SP101 does indicate the drain line leading to a sewer, but it is the storm sewer. (comment on Title Sheet) * The water meter layout shall be coordinated between the consulting MEP engineer and MDG, the civil engineers. Also, Standard Automatic Fire Enterprises ("SAFE") is completing design on the fire sprinkler system and this design will also be coordinated with the civil engineers documents. (MEP-3, MEP-5, MEP-6) * The request for a sketch of the drainage ditch off Eastmark cul-du-sac is moot since we have agreed to install pipe and fill in the ditch. Landscape will be installed at this boundary. (A103) * Both irrigation meters shall be 1" meters with a 1" backflow prevention device installed. * Drinking fountains shall not be on irrigation loop due to potential cross -connection. * Vicinity map will be added to A103 * Architect to show additional sidewalk (6' wide from edge to back of curb) on A103 * Sidewalk details are shown on civil engineering sheets * The dumpster indicated to be reoriented had already been reoriented in an earlier DRB meeting and is suitably screened from Eastmark. * We have authorized the architect to create a supplemental drawing showing all fire lane curb painting and the required 12" x 18" signage at each entrance, per Tim Dedear's comments. All curbs and curb ends indicated on this sheet will be painted red with 4" white letters stating "No Parking" 15' spacing "Fire Lane" 15' spacing "Tow Away Zone" Repeat sequence * MEP 1A will be revised to correspond with civil documents 600 Luckie Drive • Suite 424 • Birmingham, AL 35223 • (205) 871-0020 - FAX (205) 871-1465 August 23, 1994 Ms. Shirley J. Volk, Development Coordinator City of College Station 1101 Texas Avenue College Station, Texas 77840 SUBJ: University Commons Apartments 950 Colgate Drive College Station, TX 77840 Dear Shirley: Your role as facilitator is again appreciated on our end of the process. Thank you for forwarding the separate sheets of construction documents which had any review comments. As you and I discussed yesterday, I have compiled all comments from each reviewer and have prepared this response as closure to the review process. Please distribute this response to all parties responsible for the review. Site Issues: * The swimming pool will not be drained into the sanitary sewer system. The backwash line will be tied into the storm sewer system, as indicated on CH10. SP101 does indicate the drain line leading to a sewer, but it is the storm sewer. (comment on Title Sheet) * The water meter layout shall be coordinated between the consulting MEP engineer and MDG, the civil engineers. Also, Standard Automatic Fire Enterprises ("SAFE") is completing design on the fire sprinkler system and this design will also be coordinated with the civil engineers documents. (MEP-3, MEP-5, MEP-6) * The request for a sketch of the drainage ditch off Eastmark cul-du-sac is moot since we have agreed to install pipe and fill in the ditch. Landscape will be installed at this boundary. (A103) * Both irrigation meters shall be 1" meters with a 1" backflow prevention device installed. * Drinking fountains shall not be on irrigation loop due to potential cross -connection. * Vicinity map will be added to A103 * Architect to show additional sidewalk (6' wide from edge to back of curb) on A103 * Sidewalk details are shown on civil engineering sheets * The dumpster indicated to be reoriented had already been reoriented in an earlier DRB meeting and is suitably screened from Eastmark. * We have authorized the architect to create a supplemental drawing showing all fire lane curb painting and the required 12" x 18" signage at each entrance, per Tim Dedear's comments. All curbs and curb ends indicated on this sheet will be painted red with 4" white letters stating "No Parking" 15' spacing "Fire Lane" 15' spacing "Tow Away Zone" Repeat sequence * MEP 1A will be revised to correspond with civil documents 600 Luckie Drive • Suite 424 • Birmingham, AL 35223 • (205) 871-0020 - FAX (205) 871-1465 gApprovedl ]Approved, with revisions noted Signat e---� Date 4P I �� Message Schedule: (1) A 101-104, 201-204, 301-304, (1) B 105-108, 205-208, 305-308, (2) C 109-1 12, 209-212, 309-312, (2) D 113-1 16, 213-216, 313-316, (2) E 117-120, 217-220, 317-320, (2) F 121-124, 221-224, 321-324, (2) G 125-128, 225-228, 325-328, (2) H 129-132, 229-232, 329-332, (2) 1 133-136, 233-236, 333-336, (2) J 137-140, 237-240, 337-340, (2) K 141-144, 241-244, 341-344, (2) L 145-148, 245-248, 345-348. University Commons Building Number (Panel: Colors: 1"=1' 0sounhiftw " 24" 1 3/4" L-]White -routed Job No. 13535 EHF June 15, 1994 (22 SF) 18 x x - IIIIIIIIIIIIIIIIIIII[match PMS 328 - raised P&L 2283 Gossamer - raised 4700 Westinghouse Boulevard Post Office Box 410888 Charlotte, North Carolina 28241 TA-588-5000 800-727-6884 Fax 588-50"17 �;�e, k>r�wrq'j{b',4}�8• ry,}> y � \*'<`s�+','\R'?'.K'y"`��'��C'2'-�C'�U±;,;d�'("5� �'. \\w ��'^1� ,�2•`v� � •�, �i>��ti� 4�4 �r�Cti University Commons Progr ... col®r 1'=1' 0" Job No. 13535 EHF June 15, 1994 �:it}vY�>+::"4�:,5!:(�VG{i:�yyi}}.Kn{�AC�K:i';•}�iE.J`,'y�V�,�'•y��/i�}p<<}1{.. ,}`::!!;�vi f'+M.v 4G�}. } v • 1''}'3•FC'+.�G1•i'h�H'.Yv �y•Y^Y• \}`� ' nv:, Y :�tt •YEN ��r•• • p a ` � `` Fri" ��}.�:,,y`::� y� r 9' COLLEGE STATION FIRE DEPARTMENT Fire Prevention Office August 16, 1994 To: Shirley Volk Development.Coordinator From: Tim Dedet�,�-- Fire Pro ection Specialist " Subject: Fire Department Plan Review University Commons EastMark Pre review A201 MED 5 Fire alarm system shall meet NFPA 72. Install manual pull, horn and strobe in breezeway in Type II buildings. Presently shown is manual pulls only. A103 All curb ends shall be painted RED with 4" white lettering stating "NO PARKING" --- "FIRE LANE" -- "TOW AWAY ZONE". Wording may not be spaced more than 15' apart. A103 A sign 12" wide and 18" in height shall be mounted in a conspicuous location at each entrance to the property. Chl Ch12 Install a minimum 5 lb. 2A-10BC fire extinguisher. Maximum travel distance to a fire extinguisher shall not exceed 50'- 0". If you have any questions, please contact me at 764-3712. Ms. Shirley J. Volk August 23, 1994 `Page 2 Site Issues- continued: * Retaining walls are shown only on civil sheets to avoid redundancy- we would rather not show these walls on A102 or A103 * We calculated our required number of handicap parking spaces on required total spaces, not actual numbers. We have added additional spaces to bring this total to 16. They were added as follows: 1 added adjacent to swimming pool to North of Colgate 1 added at Building 8 (total of 3 spaces) I added at Building 9 (total of 3 spaces) 1 added in front of Clubhouse * I have enclosed a copy of our typical building signage showing the Building letter as well as apartment numbers contained in that specific building. This will be mounted on both ends of the breezeways. The sign size is 1'-6" x 2'-0" with the building letter being 5" high. * Pool coping elevation has been corrected to EL. 286.0 * Landscape documents will be completed on or before September 7, 1994 and will be forwarded to the City of College Station for their records. BuildingIssues: sues: * Smoke detectors will be located in the two Hall areas outside the bedrooms in the Cal units, and outside the two Bedrooms in the B-2 units and the Duplex (DP-1). * A 5 pound (2A 10BC) fire extinguisher will be located in the Storage building, three 5 pound extinguishers will be located in the Clubhouse, and a 2 1/2 pound fire extinguisher will be located in the Utility room of each unit, including the duplex. * Per Tim Dedear's comments on MEP-5, we confirm that the fire sprinkler system shall meet NFPA 13R and shop drawings are being prepared by SAFE, Inc. in College Station. They will be submitted by September 6, 1994. We also confirm that there will be at least one pull station per breezeway/floor with a horn -strobe assembly on each floor, as shown on the fire alarm schematic on E12. Our consulting engineer confirms that this alarm system complies with NFPA 72. * Clubhouse exit signs will be located as indicated on CHI, as follows: 2 illuminated exit signs in Reception above two exit doors 2 illuminated exit signs at two remote exits in Student Activities (Lounge) I illuminated exit sign in Lobby off Weight Room. * All handicap plumbing equipment/accessories shall meet ANSI standards H/C toilets 17"-19" AFF H/C grab bars side: 42" long min. back: 24" long min. Mounted between 33" -36" AFF H/C lays rims to be 34" AFF 29" clearance under counter H/C mirrors mounted so bottom.is 38" AFF max. H/C faucets single lever action type COLLEGE STATION FIRE DEPARTMENT Fire Prevention Office July 22, 1994 To: Shirley Volk Development Coordinator From: Tim Dedearl -i-- Fire Protection Specialist Subject: Fire Department Plan Review University Commons EastMark z A103 NFPA 101 Ch18-3-4.1 Apartment buildings with more than 3 stories or with more than 11 living units shall be provided with a fire alarm system in accordance with section 7-6. Exception: Where each living unit is separated from other contiguous living units by fire barriers having a fire resistance rating not less than 1 3/4 hour and where each living unit has either its own independent exit or independent stairway discharging at grade. Fire alarm system shall meet NFPA 72. SBC 901.7.5 Three story building shall be sprinkled. Sprinkler system shall meet NFPA 13. Submit plans and calculations to Fire Department. A103 A104 All curbs and curb ends shall be painted RED with 4" white lettering stating "NO PARKING" -- 15' spacing -- "FIRE LANE" -- 15' spacing -- "TOW AWAY ZONE" -- 15' spacing -- A103 A104 A sign 12" wide -and 18" in height shall be mounted in a conspicuous location at each entrance to the property. A103 A104 Install fire hydrants as indicated. page two A104 At PRC, a new drive surface was established, and access from culdesac was closed off. Please submit updated drawings. A201 A202 A203 DP1 Add smoke detectors.as indicated. Chl y Ch12 Install a minimum 5 lb. 2A-lOBC fire extinguisher. Maximum travel distance to a fire extinguisher shall not exceed 50'- 0". Install exit signs as indicated. ` If you have any questions, please contact me at 704-3712. rj EGRESS REQUIREMENTS CHAPTER 11 A,' CODE SECTION ITEM O.IC COMMENT OR N/A 1101 General 1103.4.1 Exit Capacity >_ Occupant Content AL 1103.4.4, T.1104 Minimum Access Corridor Width ` �1L T.1104, 1108.6 Minimum Stair Width T. 1104 1113.1.1 Minimum Exit Door Width 32" Clearance 1103.45 Converging Exits G� 1104.1.1 Travel Distance Arrangement of Exits cl 1104.1.2 Exits Separated by 1/2 the Diagonal c� 1104.2 Minimum Number of Exits c 1127.1.1 SINGLE EXIT (Residential) N/A (1) Maximum Travel Distance 30 It (2) No more than 4 Dwelling Units/F1oor (3) Max Area - 3500 ft2 per floor (4) Max Height 1 Story Above Discharge 1105.1 Boiler & Furnace Rooms pf 1105.2 Dead -End Corridor s 20 It fV 11053 Exit Access Corridor PAN 1105.4 Emergency Egress Openings e,, 11055 Smokeproof Enclosures VN 1105.6 Mezzanines AI'N 1106.1 Enclosed Stairways AIX 1106.2 EXTERIOR EXITWAY STAIRS ❑ N/A 1106.2.1 Height s 6 stories s 75 It 0� 1106.2.2 Stair Location OIL Balcony Location & Width OIL 1106.2.4 Opening Protectives 3/4 hr 1106.2.5 Stairways lead to street or open space U,L 1106.6 Stairways do not project over lot line t lL. Page _ of CODE SECTION ITEM O.K. COMMENT OR N/A 1106.2.7 Construction Materials 1106.2.8 Protection Against Snow & Ice 1108 STAIRWAY CONSTRUC'I'ION ❑ N/A 1108.1.1 Stair Noncombustible/Combustible OIL 1108.1.2 Solid Risers (Interior Stairs) a� 1108.1.4 Separation of Closets Below NA, 1108.1.5 Underside of Combustible Stairs Protected 1108.3.1 24" s 2R +T s 25" v^ L R <_ 7 3/4" b T >_ 9" + 1" Nosing I 1108.3.2 Uniform Treads & Risers b,L 1108.3.3 Winders IV 11083.4 Spiral /VN 110835 Circular Stairs /�N 1108.3.6 &7 Alternating Tread Stairways 1108.4 Landings L 1108.5 Handrails a,( 1108.7 Headroom �1( 1109 Access to Roof\, 1110 Horizontal Exits vC 1111 Exit Discharge 1113 Egress Doors & Hardware 1127.2 Group R Door Requirements 1127.3 Group R Locks Requirements 1114 Ramps 1115 Balconies, Porches, Galleries „�I( 1116 Guardrails 1127.4 Group R Guardrails 1117 Exit Signs & Egress Illumination o k 1118 Exit Obstructions U/(� SBCCI C Rev. 7/91 C-10R —L HL5IULN I IAL (-)000PANGY "LUU1HLMLZN 15 PLAN HLVILW NO. yy\ JURISDICTION DATE BUILDING DESCRIPTION 900 hf..ut.ir R—d 6i—in=ham, AL 35213 ❑ R1 R2 ❑ R3 SPECIFIC REQUIREMENTS CODE SECTION ITEM O.K. COMMENT OR N/A T. 400 Building Height & Area ) �L 402.2.2 Parking Under Group R 402.2.3 Mezzanines 402.2.6 Special Unlimited Height 0 el 402.3.2 Open Space Increase j 403 Mixed Occupancy 403.4 Tenant Separation l� 403.5 Separation of Townhouses i 701.2 (Exc. 1) Max. 4 Communicating Levels in Units ct� 903.2 Smoke Detection System 902.3 STANDPIPES REQUIRED ❑ N/A 902.3.1 Buildings > 3 stories or > 50 ft. high ti 902.3.2 Hotels, Motels & Dormitories >_ 3 stories 902.1 Standpipe Standard NFiPA 14 9027 Supervisory Facilities CODE SECTION ITEM O.K- COMMENT OR N/A 901 SPRINKLERS WHERE REQUIRED ❑ N/A 901.5.(1) Basements & Cellars > 2500 sq ft 901.5(2) Buildings w/o Access 901.7.5 Group RI >_ 3 stories w/o ext. exitway stairs 901.7.6 (Exc. 1) Group R2 >_ 3 stories w/o ext. exit stairs T.400 For Height or Area Increases T.600 Note L Reduction of hourly ratings in Type I Construction 702.2.2.3 Partition Exception (Type M 704.3 Interior Finish Mod. 903.1.2 Omission of Manual Fire Alarm T.1104 Exit Travel Distance 506 High Rise 901.2 Sprinkler Std NF1PA 13 901.8 Supervisory Facilities 901.7.6 (Exc 2) Sprinkler Std NFiPA 13R for Group R2 stories w/no area increase S 4 stories RESIDENTIAL FINISH RATINGS INTERIOR FINISH UNSPRINKLERED SPRINKLERED SECTION 704 REQUIRED O.K., REQUIRED O.K., COMMENT COMMENT OR N/A OR N/A Exit B C Exit Access B C Other Spaces C C Floor Covering 0.22 Watts/ Corridors & Exits sq. cm. SBCCI O Rev. 7/91 Page _ of _ C-IOR PLANS EXAMINATION 0 Permit Number: Page (;�, of Date: Drwg. Num. Code Ref. Num. Questions or Comments &PJO J U -1 1910 C-Cka 0� c JA ,)J PLANS EXAMINATION Page of Permit Number: Date; Drw Nu;!] Code Ref. Num. Questions or Comments F "'Z- �,-- - I fyN L Oy YV -77 A 62) �y/I-s I ' J a" Qnju)- SJ:2 P-S" og CL 0 -do ZLnlf UU ......... . . . . . . ............. 9/L) EA, � ~ ~ -- ' � ' ElectricD. Range Point 458 and less 5 F4 -grq4ter -5 438 and less 5 and greater 5 later $.438 and less 5 E. Gas Water Heating Annual operating Cost (� $0 .5U/tlzezzu) : - Year Range oints $ 144 and less ' Total Point Value (Required Points = lDU) 8vvinuniog pools and hot tubs nozut meet the requirements of Chapter 4, Sections 6.1 t��co 6.6. ^ ' `� 20 `'— At. ` ------ -- --7_- Air_ Conditioning =SEER In 1988-89 add 4 points to A thru F...... 4 A. 7.6 - 8.5........................... -11 B. 8.6 - 9.5........ ................. -5 C. 9.6 - 10.5........................... 0 E. 11.6 - 12.5...........:............... 7 F. 12.6 - 13.5........................... 10 - - Point -values --shall be pro -rated ac'cordin gfld the conditioned'floor area serviced by each system when multiple systems are used. A. Electric Resistance ........................ .25 B Heat Pump HSPF.Values In 1988 and 1989 add 3 points to items (1) thru (6) .. :.. :. .. ..... ...... ...... 3 2: 5:8 .. .. ...... -4 _�. .. ..:..... 3 �l. 6.8 7 2* ..•: ... :C ... ... 6 r.t 5..7.3 7.7:.... :......,.... 6'.7 8:2: ,�, t �.. .,........ 9 C Gaa Heat .AFUE•Values 1 .. 0 . 61` - 0. 65 , , .' ... ......... ' 2 •....4 `:;•. •3. 0:71 075: 5 4. 0.76 - 0.80,`,.,.,... '>: , .... , ............. 6 9 - Water Heating A. Solar.,::... : :"..::....... .... ... 18 Solar water heaters receive 9 points in gas heated homes. Homes using solar water heaters with }seat pump backup receive 25 points in all electric homes. B. heat Pump in electric dwelling unit...... 18 C. heat Pump in gas dwelling unit........... 0 M IN 19 BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH This chapter of the Residential Energy Compliance Code presented herein is an alternative method of determining whether a single family or ----- - ----ulti=fiam'ilyre-sidenttal- bui[din g-rt�eets-the-minimurrrrequtrementsotl a--�-� - ---�--_= `-- College Station Energy Compliance Code. This point system covers both gas and electric dwellings. Record, in the spaces provided, the number of --------.-.----------- -points correspondirrg to each -component or characteristic -of --the building--.-___. being evaluated. . y _- lnat a -Every house is awarded 100 points -to -begin-the -- compliance calculation. I -,AL Initial Points ..................... .. ..........100 2 - Glass Areas The term glass area includes all external windows, sliding glass doors, french doors, etc. The exterior wall area includes walls between conditioned and unconditioned spaces such as garages, etc. Glass Area Point Value 3 - Exterior Doors A. Solid or Hollow Core... 0 B. Insulated or Storm... 1 4 - Insulation Levels A. Floors 1. Slab a. R-0 Perimeter Insulation.......... 0 b. R-5 Perimeter Insulation.......... 4 2. Crawl Space a. R-11 Insulation ................... 0 b. R-19 Insulation ................... 3 / 17 l' R-Il,...''.... ........ ............... 8 2, Il-llf Sbaatbiug..,... .,..,..,',.',,' l 3. ll-13,..,.,.....'.,..,,,,.,,..'.,',''. l | 4 8-l3 f Sheathing 2 ' �~^.,^,....,^.,,,,,..,...,,..,^.,.. 6. R-19 + Sheathing ...................... 4 - ------'--- �'- �---- --------'_------��-'�---'------------------'--------- - | 2,Bc�1S,.,,,`..,,`,.,.,.,,,._..��,,.�,� U -3.--B�-26-2- 4. Il-30 ...............~..,...,..~.,.,,,, � � -------�? [)'DUCt Insulation � Ducts t 'insulated � i i u�z s not �� specified zx uu��ra� * with one of the followingt -5 2 inches of duct.wrap; � 1 1/2 oua � z� -_ _ - _- 5~Un%i|tKatloh"ControU , ` �� ]D lat.... -4 B ripped.. -I Ced...... -I ,,..o. at ions not aea4eri. . . . , . . . . . , . -3 .' tE'91pnetrati000 'not- sealed .�. , . ', . . . . . -2 � F.]yo ,automuatim dampers..--,* . . . . . . . . � , . . . . . -2 '.� G. Taping exterior sheathing joints , , . . . . , . l B. Attic access door aaaIecl and insulated.. l I. Taping joints between walls and ceilings l � A. Fireplace without damper ,,.^...,..,,,,,, -5 B. Fireplace with damper or^io ert,.,.,..,~ O C. Outside 000dzoatioo a1z.,,,,.,,.......,.. I D. No Fireplace .,...,...,..,,...-.,,....,, 2 :?/ 18 D. Electric Watei:7 Heating 1. -Opera Year Range Points 1988 $ 482 and greater -5 $ 458 and less 5 1989t and -5 $ 439 - $ 459 0 $ 438 and less 5 1990 $ 440 and greater -5 ._.and.-._:.._ $ 422-$ .439 later $ 438 and less 5 2. First five feet-of..pipe not:.insulated, -3 3. No downward bend in pipe .............. -3 E. Gas Water Heating Annual Operating Cost $0.50/therm) Year Range Point 1988 $ 165 and greater -5 $ 153 - $ 164 0 $ 152 and less 5 1989 157 and greater -5 $ 145 $ 156 0 $ 144 and less 5 1990 $ 146 -and greater.. -5 and.. $ 137 - $ .145 0 later $ 136 and less 5 I u -A, I Total Point Value (Required Points = 100) Swimming pools and hot tubs must meet the requirements of Chapter 4, Sections 6.1 thru 6.6. 20 BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH This chapter of the Residential Energy Compliance Code presented herein is an alternative method of determining whether a single family or --° ..-�- _:--`--'=`-rtiulti~familyresideritial`building-meets-the=minimurrrrequ'trements=ofi-the=�-_-- College Station Energy Compliance Code. This point system covers both gas and electric dwellings. Record, in the spaces provided, the number of -- - -.- - --- ppoints correspondirfg to each -component or characteristic- .of -the .building-_..._...................._.....- t -eing evaluated. an Every house is awarded 100 points -to -begin -the - compliance calculation. Initial Points ...................... .............100 2 - Glass Areas The term glass area includes all external windows, sliding glass doors, french doors, etc. The exterior wall area includes walls between conditioned and unconditioned spaces such as garages, etc. Table for Glass Area Point Values Window - Percent of Wall Area Which is Glass M _.j Type EEfl 16-20 21-25 26-30 31-35 Single Pane 14 L—J -11, -20 =29 -38 Double Pane' 16 Triple Pane l 18 10 =E== -12 Glass Area Point Value 3 - Exterior Doors A. Solid or hollow Core .................... 0 B. 'tnsu-.ated or Storm ...... ,.................. 1 - IV 4 - Insulation Levels A. Floors 1. Slab a. R-0 Perimeter Insulation.......... 0 b. R-5 Perimeter Insulation.......... 4 2. Crawl space a. R-11 Insulation ................... 0 b. R-19 Insulation. 3 y 17 s ' ,�21,,X -------_-- -^7 - Air Conditioninc_SEER -- -- =_ --'----:.--: In 1988-89 add 4 points to A thru F...... 4 A. 7.6 - 8.5.......I................... -11 B. 8.6 - 9.5........................... -5 C. 9.6 10.5........................... 0 E. 11.6 - 12.5........................... 7 F. 12.6 - 13.5........................... 10 ------------ --. - - - - -- Paint values --shall be -pro -rated according -to th6"conditibhed=fioor- area serviced by each system when multiple systems are used. A. Electric Resistance ........................ -25 B..Heat Pump HSPF.Values In 1988 and 1989 add 3 points to items (1) thru (6) .. .. 3 15.3 - 5:7. ............... .......... -8 2. 5.8` - ,'62. ... ..... ' ......... -4 3. 6.3 6'7. 0 ,.4. 6.8 _ 7 2. t:'.',' ..:... ............... 3 7.3 7 7.,`,.. ,.:...... ... ......... 6 6,.7.8 8.2. :,. .......... 9 s C..- Gas. Heat. AFUE .Values 1. 0 '.61` - 0. 65'. ........... 2 2 , 0 . 66 0 70 . , .. t.'........... 4 3. 0.71,. 0:75 :............ 5 4. 0,76 0.80. ....... 6 9 - Water Heating A. Solar...-.. .....• ........ ... 18 Solar water heaters 'receive 9 points in gas heated homes. Homes using solar water heaters with heat pump backup receive 25 points in all electric homes. B. Heat Pump in electric dwelling unit...... 18 C. Heat Pump in gas dwelling unit........... 0 1.-All /e 19 7 - Air Conditioning SEER In 1988-89 add 4 points to A thru F...... 4 A. 7.6 - 8.5........................... -11 B. 8.6 - 9.5........ ................. -5 C. 9.6 - 10.5........................... 0 E. 11.6 - 12.5.... ..................... 7 F. 12.6 - 13.5........................... 10 :n:cx��rrR- - - - - - Point -values --shall be pro -rated aceordind to the�conditioned'floor area serviced by each system when multiple systems are used. A. Electric Resistance ........................ -25 B. Heat Pump HSPF. • Values In 1988 and 1989.add 3 points to items (1) thru (6). �;... :.. ..... ..................... 3 `. ~1'. 5.3 5:7..; . .:......................... -8 ,....��, ...,. .... .' -4 `3. 6:3 -' 67 t: ;•.�: . ...... . ............ . TSf 9. 6.8 7 2. ..... ....... ............. 3 ,. 5.:7.3 7:7 . ... ..�. .:...r .,.. 6 6.. 7.8 8.2.':. .'. .. :' . ........... C ; Gas Heat AFUE Values .: 1..0 61' - 0.65 ..,. :.:. ......... 2 _ . 3. 0 .71 0.75.':: , . ;'. , .,.:............ 5 4. 0.76 -- 0.80 ,.... . ,. ............ 6 9 Water Heating . A. Solar., ...... .....:.. ... 18 Solar water heaters receive 9 points in gas heated homes. Homes using solar water heaters with )Aeat pump backup receive 25 points in all electric homes. B. heat Pump in electric dwelling unit...... 18 C. Heat Pump in gas dwelling unit........... 0 M , . "'.k"I 19 B. E-Xte- rlor WaIIS-- l. R-11....... ....................... 0 2. R-11 + Sheathing ....... .....•••• 1 3. R-13......... :** 4. R-13 + Sheathing ..................... .F. ..+++r:h:.a---.+.-rrTrz _ _ _ -__- 6. R-19 + Sheathing .................. 4 - 2. R719. ... .... .. 0 4. R-30................................ �R 3 D. Duct Insulation • Ducts not insulated as specified in Chapter 4 with one of the following methods...; -5 -5 2 inches of duct' wrap; `;'.or 1. inch 'of duct board; ®r..:. 1 1/2 inches:of.flex'duct`: �- 5 Infiltration Control A`;:`e !Basepiat>not eealed:.or gasketed.... -4 B;. Windows:. and -'.doors not Weather. stripped, , -1 C'.r.Window and door::frames not caulked...... -1 D. Duct:;penetrations not sealed............ -3 - E: pipe': penetrations not' sealed...... ....... -2 �L1 F. No automatic dampers..' .................. -2 G. Taping exterior sheathing joints........ 1 11. Attic access door sealed and insulated•. 1 I. Taping joints betweenwalls and ceilings 1 6 - Fireplaces A. Fireplace without damper. • ............ -5 B• Fireplace with damper or insert ......... 0 C. Outside combustion air .................. 1 D. No Fireplace, I. ................ 2 18 B. Extenor a is 1. R-11............... ................. 0 i 2. R-11 + Sheathing....,,................. 1 3. R-13................................. 1 4. R-13 + Sheathing ..................... 6. R-19 + Sheathing..................... 4 G� QMng.Qver_Conditionod Space 2. R-19.......................... 0 .......... . . 4. R-30................................. 3 D. Duct Insulation Ducts not insulated as specified in Chapter 4 with one of the following methods..:.....,....., -5 2 inches of duct'' wrap;!'.or 1. inch 'of duct board- or:�.. 1 1/2 inches ' of. flex `duct*,*'.•::.. .. .. 5 - Infiltration` Control 1 A61 A '.Baseplate:-not's'ealed:or gasketed......... -4 B.'-Windows,. an&'.,doors not. weather. stripped.. -1 �. C; Window,. an& door,!. frames . not caulked...... -1 D,, Duct,,penetrations not sealed............ -3 -�E:Pipe_, penetarations 'notes®sled..•... • . . -2 F. No automatic dampers ...................... -2 G. Taping exterior sheathing joints........ 1 4v, 11. Attic access door sealed and insulated.. 1 .I. Taping joints between.walls and ceilings 1 6 - Fireplaces A. Fireplace -without damper ................ -5 B. Fireplace with damper or insert......... 0 C. Outside combustion air .................. 1 D. No Fireplace.... ..I................... 2 , 18 D. Electric Water ljea�tApcj ng 6-8 Year Range , I ints- 1 1988 $ 482 and greater -5 - 9-$�- 4 8 -1�- .0- $ 458 and less 5 -5 $ 439 - $ 459 0 $ 438 and less 5 1990 $ 440 and greater -5 $ A 2 2 $ .439 later $ 438 and less 5 2. First five feet .of..pipe not,.insulated, -3 3. No downward bend in pipe............ -3 E. Gas Water Heating Annual Operating Cost $0.50/therm) Year Range Points 1988 $ 165 and greater -5 $ 153 - $ 164 0 $ 152 and less 5 1989 $ 157 and greater -5 a $ 145 $ 156. 0 $ 144 and less 5 i 1990 $ 146.and great 5 :and $ 137 $ 145 0 later $ 136 and less 5 Total Point ValueCr3-A (Required Points = 100) Swimming pools and hot tubs must meet the requirements of Chapter 4, Sections 6.1 thru 6.6. M VI 20 BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH This chapter of the Residential Energy Compliance Code presented herein is an alternative method of determining whether a single family or ,. y �.. .. rtiulti fai'n'il -residential-building--meets the=minirnum-requirements=of-t a�---� - College Station Energy Compliance Code. This point system covers both gas and electric dwellings. Record, in the spaces provided, the number of ---- points correspondirp to -each -component or characteristic- of -the .building --...---...-----.-------- - - being evaluated. —-----.--_-.-n- a �: TIT III - L :Every house is awarded 100 points -to -begin -t e - - compliance calculation. Initial Points....................................100 2 -Glass Areas cludes all external windows, sliding glass The term glass area in doors, french doors, etc. The exterior wall area includes walls between conditioned and unconditioned spaces such as garages, etc. Glass Area Point Value t/ 3 - Exterior Doors A. Solid or hollow Core ................... 0 B. I"-fnsulated or Storm ...................... 1 4 - Insulation Levels A. Floors 1. Slab a. R-0 Perimeter Insulation.......... 0 b. R-5 Perimeter Insulation.......... 4 2. Crawl mace 0 a. R-11 Insulation .................•• b. R-19 Insulation ..................." 3 17 ram. BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH This chapter of the Residential Energy Compliance Code presented herein is an alternative method of determining whether a single family or '° ----------------`-----rtiuiti=family`residential-buildingg--meets-the"minimam-requrr-ements=oft a—==--- - -----=-- College Station Energy Compliance Code. This point system covers both gas and electric dwellings. Record, in the spaces provided, the number of - - points correspondirfgto-each-component or'characteristic-of-the.building being evaluated. Every house is awarded 100 paints -to begin --the - compliance calculation. Initial Points ..................... ..............100 2 - Glass Areas The term glass area includes all external windows, sliding glass doors, french doors, etc. The exterior wall area includes walls between conditioned and unconditioned spaces such as garages, etc. Window Type i, Single Pane Double Pane 1Table for Glass Area Point Values 11 Percent of Wall Area Which is Glass (�) 0-10 11 11-15 11 16-20 11 21-25 11 26-30 11 31-35 11 14 16 Triple Pane II 18 0 -20 -29 10 Glass Area Point Value 3 - Exterior Doors A. Solid or Hollow core .................... 0 B. Insulated or Storm ...................... 1 4 - Insulation Levels A. Floors 1. Slab a. R-0 Perimeter Insulation. 0 b. R-5 Perimeter Insulation. ...•••• ....... 4 PERRY H�ESCOCK 2. Crawl Space ,.t.'; ............ i:13J....�,� 7. a. R-11 Insulation ................... 0 a1 b. R-19 Insulation ................... 3 `+ >� 9flni.3.�� P`a391 ��f /y 17 xtorlor WalFs 1. R-11 ................................. 0 i 2. R-11 + Sheathing..,.,. .. .......... 1 3. R-13 ................................. 1 4. R-13 + Sheathing ..................... 2 j 6. R-19 + Sheathing..................... 4 C. Ceilina Over Conditioned Space 2. R-19............... 4. .. 0 4. R-30................................. 3 D. Duct Insulation Ducts not insulated as specified in Chapter 4 with one of the followincj methods.:........... -5 2 inches of duct wrap; `%,or 1 inch of duct board;: or::.. 1 1/2 inches of flex'diict;:. I L. 5 - Infiltratiori:Control A,-'Baseplate=not pealed or. gasketed......... -4 B. Windows.and`.,door7s not weather.stripped.. -1 C'. -Window.•-and door.. frames not caulked...... -1 D. Duct„penetrations not sealed............ -3 E'. pipe -pen etrations'not-sealed ............. -2 F. No automatic dampers ..................... -2 G. Taping exterior sheathing joints........ 1 H. Attic access door sealed and insulated.. 1 I. Taping joints betweenwalls and ceilings 1 , 1 6 - Fireplaces A. Fireplace without damper.' . ............ -5 B. Fireplace with damper or insert......... 0 C. Outside combustion air .................. 1 D. No Fireplace ............................ 2 -4, 1 18 1 7- Air Gondltloning SEER In 1988-89 add 4 points to A thru F...... 4 A. 7.6 - 8.5........................... -11 B. 8.6 - 9.5........ -5 C 9.6 10.5 0 - - E. 11.6 - 12.5........................... 7 F. 12.6 - 13.5........................... 10 0 -- - �__ __-_ =��j--fig - -- - �-`_�—_------------- —_._---___--• -- - - --Point- values --shall be pro -rated according to the�bonditioned-floor - - area serviced by each system when multiple systems are used. -A. Electric Resistance ......................... -25 B. Heat Pump HSPF. Values �••,•�� In 1988 and 1989 add 3 points to items (1) thru (6). ... :.. ;.... ...................... 3 :1'.•5.3 -5.7........................ ....... -8 .. .. t 0 6 7 , 3. 6:3 - �:. ...... ............. r . 7 2. 4-6.8 3 5 7a. 6 6. 7 8 8.2- 1:.., 9 s C. Gas Heat. AFUE Values .2. 0:66 0.70. :... ,,`, .............. 4 . 3. 0.71 0.75`. .. 5 - 4. 0.76 0.80, ...... :............ 6 Jr 9 - Water Neati.n A. .... ... 18 Solar water heaters• receive 9 points in gas heated homes. Homes using solar water heaters with 4eat pump backup receive 25 points in all electric homes. B. Heat Pump in electric dwelling unit...... 18 C. Heat Pump in gas dwelling unit........... 0 N 19 _-QH A FTEA5�_ BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH This chapter of the Residential Energy Compliance Code presented herein is an alternative method of determining whether a single family or 1meets 7 - College Station Ener Compliance Code. This point system covers both gas and electric dwellings. Record, in the spaces provided, the number of points wrrespondirf(j.to each -component or characteristic -of -the -building-___ being evaluated. ....... ...... Every house is awarded 100 points -to -begin- e-- - compliance calculation. .100 Initial Points ................................. 2 - Glass Areas The term glass area includes all external windows, sliding glass doors, french doors, etc. The exterior wall area includes walls between conditioned and unconditioned spaces such as garages, etc. Glass Area Point Value 4�1 3 - Exterlor Doors A. Solid or 11ollow Core ................... 0 B.—Insulated or Storm .... 0 ..... I ........... 1 4 - Insulation Levels A. Floors 1. Slab a. R-0 Perimeter Insulation.......... 0 b. R-5 Perimeter Insulation.......... 4 2. Crawl pace a. R-11 Insulation ...................... b. R-19 Insulation ................... 3 17 B.-�xtenor Walls 1. R-11................................. 0 2. R-11 + Sheathing..,-,,.,,- 1 3. R-13................................. 1 4. R-13 + Sheathing 2 T----_------- 6. R-19 + Sheathing ..................... 4 2. R-19. ... .... .. 0 ... .. ... . ......... ... ...3 R 2 6..._. _T .._....:...... :-.. ..-.-.- . --2 - -- ---- 4 R-30 ........ ....................... 3 D. Duct Insulation Ducts not insulated as specified in Chapter 4 with one of the following methbds.......,...... -5 2 inches of ductwrap;: Pr 1. inch 'of duct board;: x 1 1/2 inches bf, flex `duct: 't 5 - Inflltratlori:Control is t A' Baseplate `°'not . healed`: or:.ga8keted........ -4 B--Windows'and.'doors not weather stripped.. -1 C'.<.Wind6w•and door,:.frames not caulked...... -1 D,. Duct.penetrations not sealed............ -3 E .:Pipe: penetrations 'not 'sealed... .. , .... .. -2 F. No automatic dampers...... ........... -2 G. Taping exterior sheathing joints. 1 H. Attic access door sealed and insulated., 1 I. Taping joints between -walls and ceilings 1 6 - Fireplaces A. Fireplace without damper. ............ -5 B. Fireplace with damper or insert......... 0 C. Outside combustion air .................. 1 D, No Fireplace. ... 2 18 7 - Alr ConditloninTSEER In 1988-89 add 4 points to A thru F ...... 4 A. 7.6 - 8.5 ........................... -11 B. 8.6 - 9.5 ........................... -5 C. 9. 0 5 ..................... .... 0 4 E. 11.6 - 12.5........................... 7 F. 12.6 - 13.5 ................. ........... 10 - ---------- hall be -pro -rated ' a I Point-values-valuesaccording to the bonditloheflloor area serviced by each system when multiple systems are used. A, Electric Rdsistance ......................... -25 B. Heat Pump HSPF-Values: -. In.1988 and 1989.add 3 points to items (1) thru ............................ 3 A'.t 5.3 5.7. ............... 8 2 ............... 15 -4 6`7 -3 -6-.3 . .................... 0 42 ........................ 3 ' 5. �7 3 7 ...... ............. 6 6 7.8 8 2 J..! 0. .......... 0 9 C Gas Heat,.A-FUE Values *66 ......... ............ 3: 0*71 0.75'. - 5 4, 0.76 Q . 8 0 . ..... ............. 6 9 - Water Heatino-, A. Solar.,. . ....... 18 Solar water heaters receiva'9 points in gas heated homes. Homes using solar water heaters with 4eat pump backup receive 25 points in all electric homes. B. Heat Pump in electric dwelling unit...... 18 C. Heat Pump in gas dwelling unit........... 0 M] 19 D. Electric Water Hea�tipq 7 ---- AxT ------ H-ula-I-0 j5 e r a t i n 0 6W, jM Year Range I Points 1988 $ 482 and greater -5 5 $ 458 and less -5 $ 439 - $ 459 0 $ 438 and less 5 1990 $ 440 and greater -5 ---and $ A 2 2 $ -4 3 9 later $ 438 and less 5 2. First five feet of pipe not.insialated. -3 3. No downward bend in pipe .............. -3 E. Gas Water Heating Annual operating Cost (@ $0.50/therm): Total Point Value (Required Points = 100) Swimming pools and hot tubs must meet the requirements of Chapter 4, Sections 6.1 thru 6.6. I ,ALI 20 D. Electric Water Heating I . Annua�Ope-rating Year Range I Points 1 1988 $ 482 and greater -5 $ 458 and less 5 _1989.--- -..$--460._and -.greater -5 $ 439 - $ 459 0 -� $ 438 and less 5 1900 $ 440 and greater -5 --and----.- $-422:.—:-$ -439 - -- .:-:--0.:.:: _ later $ 438 and less 5 2. First five feet of.pipe not -insulated. -3 3. No downward bend in pipe .............. -3 E. Gas Water Heating Annual Operating Cost (@ $0.50/therm); .Year Range Points 1988 $ 165 and greater -5 $ 153 - $ 164 0 $ 152 and less 5 1989 $ 157 and greater -5 $ 145 $ 156 0 $ 144 and less 5 1990 $ 146 and greater, -5 and. $ 137 $ 145 0 later $ 136 and less 5 ,z3 Total Point Value :U (Required Points -- 100) Swimming pools and hot tubs must meet the requirements of Chapter 4, Sections 6.1 thru 6.6. W PLANS EXAMINATION Permit Number: Page of Date: Drwg. Code Num. Questions or Comments Num. Ref. D PROPOSED HEANALLWIWINGS APRON. B RIP -RAP SEE TYPICAL DETAIL SHEET (ALT B) .'- Cr WIDE IANOiNa FOR JOGGING TRAIL FL (OUT) 252 00 CONCRETE { 1' 1 1 �\• � EXISITNG CHANNEL TO BE FILLED AFTER POWER pOIE s WIDE •._� DOWN , INSTALLATION OF PROP. 30• RCP EN)((T1G s oewux z sLOPE '•I SEE TYPICAL DETAIL SHEET C.O.C.S. EMBEDDMENT SPECS. TO BE 1 'l II I I I `� � � � � • : �-, �� -' PROP. JUNCTION BOX __� ADHERED TO BY CONTRACTOR. OUND + BERM gE 0 Ap P ' I I • I I ` e` • �� \ F 2yt}261.� 1 1 f ►bO � VALVE 7J o L/ �yOiE Z' SCR STREETS �S N �, r — - �I I l I I vo• ° . Z• \ FL OUT) 258.00 w� H v N%ID ALL — AFL (1N) 260. 50 (15') �R uaHT as Yu riN s„ WRNIN UMCS pF R,.MP e'-Cl MIN. CURB RETURN Z � \MOOIFy CURB INLET �NI{01� , 2bU•�" � � `f% _ ��yP -Q �� _ "✓ SEE DETAIL SHEET 2 •y,N• SMR R , ` -• 1 \ EXISTING cuae ANo DOTTER III \ • ` l . f I 268.0 - ] - _ � 71-01 / 488 g62.5 FF RAMP DETAIL 1 I I� I I I Y ` /' / / ,�� • I �• GI— /,'000 R.C.P• �� r i• 2b \ /C� I `/� N.T.S. II� I I • \ �� ` C TE Nl — FL (OUT) 267.96 -^� E1C15T1N G?I 1N l I II II�� ` � PROP ` ' I T.(VF20 00 �282.00 / ` ` � "N O� �• P • Z ' - N / ( FF I I I I • • \ �\ 't�+ ( = 3p. 5T WEfi EXIST- 2DID ( I , RCR C SE I ` Q 284 1 t \ \ F , , r i - - t (O t{OLE N A r F — I • t I I 1 III I • • �E•+` s \ \\' \ ❑ �/ TP 1.AJN) `� WI►N REM SIG 1 I �I I • T / I d � 9 `` � / -�� .C� �� C'3 U�NT • ?.5• gUHD►�} tom— j s• P 0 � � I � , 1 . _ � • - ' � I ►II I I I I za5 T \ 1 ' III II • `I �,�� •+ \ \� / 278.-- PIP 242 s r 1 t 1 ��1 l l J . h, J J F Ulf I ' I I I I ► I �. ❑ \ l `z F11NG k� ' 1 N Cn t , o I `•� 1 N I •• ��\�\ f 114C C t4' \ �11 I. I --� / f' 1 FF , \� ' LOT I 1 EAR i MARK 7�1_'r BLOCK SOD SLOPE'c �-\' tVic;%In SILT FENCING ' ` \ \� \ ` f �� I 00 NOTE: THEP RTICO S'QN�`8� GS`1 N R ��\ 1 1 ze�.2s 3' S H . ' ,nC•' . \ ' . \\ \ ��N � � ,4 �` � 1 � � ( Tc �+ / 1 _� I tENNIs ORTER THAN OTHER B \\ ou1� PORTtCO IS 7.5' FROM EDGIE OF EME \. 1 \�\° �� 276.5 \ 1 \I m, ❑ cry — FF BLOCK SOD SLOPE' �\ \ �Q /�P\0.00 !1 \ r- b8 6RA� IN� � s 1 l 1 • \ '� F7, r, \ \ jr lop TP 289.35 I ` \ a IY, fL _ SEIE SHEET 59F 5 (MISC. DEWLS) BfttD6E- I% E AILED GRJ�DING INFORMATION otj \\ \� UILDINGS' 10 AND 11 -\ • ry 2- � ` 88 i \ �� • • \�\ _ .•\ `\\V 2_ 283.25 \ I \ \� • \� � \ \ \ � � 1 Rp•TE,NLE� 96 \� _�\ _ \ • \` W L • 100 YE S 266 l OD \\ �\ • UC 1) CA FLO') ` s 1 - PIT v DO 1,2a HE ,i \\ \ \ I 0 , \ 1 , TP 28 °- ` 5 FL (O u 2at.� T L W 13 \ / 1 I R OLE ORCED PowE 1 \ \ STRU� \ -`1 26 (_ I t � • R F� ,�. \ FF \ ' � � I ! � I \ \poQ o � L� A FF \ • Q i a i , \ �h. I ` mob, •� 9 221 �(tOP.6MTE1N� 1 4 6 8 ' �A54 PVC I I� • I �j J �' \ 1 \ \ 1 1 PROP. JUNG'f10N 1s27504' /�L�18Z r/ / / ST�-L 4 �� _ 9 (30'1 t12 IN�2?6 �5 O PROVIDE ED DR SNEE 1 A NOTE KEYSTONE USED ON SITE TO MATCH \ ` 2,,..a IS) 0py. i1`i' '; FL(�z 11,i i j 55 DE(Pll • ` �F' E ZVPICAL EXISTING KEYSTONEIN DEVELOPMENT , 1 Tc 2,0 e �\ " _ jFL IOUTI`� �P4f-► r r��O� \r '—�Eix>5 SUPPLIED BY JEWEL CONCRETE PRODUCTS, i \1 ` ` I '{i \ Y ` ", . — ' -/ J°�� '� 1 o I _,40 5732 Ft 1 11 I( GRATE 1NLEY F ai \ O.J 10? 29p•5 ® / ! e94 CUSTOM COLOR BLAND, "WOLF PEN CREEK �AA t ` �10 �s � / ds�\` F''b'b' l rP=Sj� / y7 BLEND" I , `''' �1 �t� .216 _If. t _ • \` (1N� " 05p t15 I � �� {' � 100 `F PROPOSED I I ` FF 1 �� \ �I ► `\'" - , \ I 1, • 1 �- � OP• G IOU LAKE I I ` '1 I \ 1 ' ' I \ vs►►'- vR 5j36 t 'I/ • • 3 \ \V 1Nl \ 1 1 \ / / 2Fr 93 I // / �(� • IL J, f t \ 1 / `d 1 13• �/�; � 1 a / //I • W 96 PRO FF 12 . .; o 1 • r ` ��- _ _� FL ((I .SO .63 FL (OUT7er f3\ R� y o , + S : ''' I i • ` 1 s� TOP F \ 11, ®``�F i� / <� �_ 1w `—'� �� r 1 I • L � � � � .J � Z / � SE FF � / � � b I N L) "a • 0"EL •Me .t.•L VO WOOD FLOAT FINISH / / / j • , I \ ��'' 11s ' \ / '� �` � l\ C`Ub 28JI { �/ ' yD / % z L- WIM PILAETC eLLWE AT St- / /A 1 / •'� �GING I 9� -2b9. I / \ Cp0`MER 00 1 N• swR �NHO m ao -AA aE"TEee. ..-\ 4• TTK, (MIN.) REINFORCED • ` n! aiRa • ovrTER c.PI JT a� • coNCRETE SIDEWALK I // / • ` I (AL '�. B Z f it _� I , 1 ` I / / 11w. ` / � , wP R OLJc „47, FUTURE SOUTHCREE�C A.= o I 1\� .,- T / q PHASE II END PRtTpOSED ' I' ! %/ / /J�%� 3 OOf E ,'; 1 ` I)l/ l / ll / l STABWZ* CHANNE ' / j• �/06 -gy p.\\_1 I ,� o a p ` ' Z `Y ` Le,'.. i �—�_ '" '� EItPIJ•agN Jae,T AND Dawes /I 1 �,'I / FL (�) 256.16 LA. �I F�1 l!OffP� PCP , I iJ � `�'n ' 1 - $ \ -3.88 /'•. ` , ,•--_��I(—•yam" PIER STANDARD •W(•IrV_ATx7Na r SAND CUSHION / ; ' / �S`` '1p/ Il O Or ` \ 1 \ Sp,, Fes' A I' • -\ / / vIS C" y t \ q6l TEIN� 1 1 — : `• 9 �•!.= w 1-^ f C 9ROP \ ! A COMPACTED SUEORADE / / j / 1r Ei. _' ' v'S'14a POLE \ TOP OF KEYSTONE BLOCKING MUST STAIRSTEP INtPo�TsPOWER unTTERw4.. SEALANT TRANSITION SECTION TO FLOWLINE OF CHANNE • I� / 1�Rt+" , f I / / II FLl' (MIA DePIA. Sealant . i�t1 Ij/ I P _ / NOTE: AN ALL WEATHER SURFA�_ . AS Ai PPC'v` — � i• MINIMUM DEPTH � _ ' I ' L►GA It VE THE CITY OF COLLEGE STATION ,ANC T-, N ( t JOINT \ FL (OUT 254 t\O� \ 1 RE N �--• �Z WATER LOOP INCLUDING FIRE H DRAIN' ). ). TYPIICAL EXPANSION JOINT. TYPICAL COMRAC7x)N �-- w , room aPIAce+o AND AT (• s ��) \ )� ` I C`r ~ INSTALLED PRIOR TO THE : iTY' A^d ALL OTHER JOINR•CS wrTH � � BUILDING PERMIT FRAMING COMNIf�i�. dl � -` coNaeETE sTRueTVREa I EXPANSION JOINT CONTRACTION JOINT \ \ S_ ANDARD CONCRETE CONC. RIP - RAP SIDEWALK DETAILS SLOPES AT CREEK \ \ \ SEE DET SW 3OF5 \ N.T.s r \ \ \ I NOTE: EASEMENTS TO BE DEDI- CATED BY SEPARATE INSTRUMENT NOTE: PLASTIC STORM DRAIN PIPE TO BE \�\ HANCOR Hi-Q PIPE OR APPROVED EQUAL i 6 1/4"R (type) TYPICAL CURB & GUTTER SECTION BENCH MARK: NOTES: ='6x14 Smooth dowel Bar ® 12" C (grease one and) TOP OF EXISTING FIRE HYDRANT AT CORNER ALL GRATESNDRY VSEE ADETA�LI 2• P' :•^ ? __ -- �, �,' OF COLGATE DRIVE AND CENTRAL PARK LANE SERIES V 5700E SHEET 0 , - #3 Bars012" #6x14" Smooth Dowel C-C Construction Expansion Joint 1/2'• Preformed Expansion Joint ELEV. = 277.96 � 2. (1 —800—MANHOLE) (Grease One End) See This Sheet In Accordance with TxDOT Standard Preformed Metal Joint for Load Transfer Specifications Sec. 436, 1992 Edition Seal Joints with Ruaco TOP OF EXISTING FIRE HYDRANT AT CORNER I TOP OF CURB IS TYPICALLY 1 A60`F #3 Bars ® 12" C-C each wD Sealer or Equal. OF EASTMARK DRIVE AND COLGATE DRIVE �" FL OF PAVEMENT. SEE DETAIL. THI > CENTER JOINT DETAIL n.t.s. --_— ELEV. = 277.58 SHEET. -- --- `•- - Refer to C.O.C.S. Sid. Cub k Gutter Detail this Sheet. —PARKIN -DRIVEWAY LANE- --PARKIN ALL RCPTO BE CLASS III r,0N `RFTF �1 I • I v 6 . a A PM a. . WATERUNE DE E T S: CENT R :1:'JOINTOF PVC UNDER, BOX CULVER'rAT FL=2.66.00 P -1 Z' AC O 12' PVC C D R .. , ._ BRQ VIDE INSTALL 1 T A ARTO WITH }f OCKING AT EACH AC CUT -IN. -: �. 3 1,JC2IN7 QF PVC AT EACH END SHALL REMAIN AT EXISTING AC 4. MIN OF �pJOINTS ON EACH END TQ BE USED TO DEFLECT FROM ` x a BELOU1/ BOX CULVERT) EXISTING GRADE TO PVC AT 266.00 PRQViq`iCLACS 200 PVC TO ALLOW FOR 'DEFLECTION OF'WLUNDER BOX CULVERT' STA. 3+00 PROPOSED CRATE INLET SROPOSER CONC. HEADWALL r / STA.�40TOP/268.50 WINGWALLS w/TOEWALLS \ PROPOSED. GRATE INLET P fs ] I _ `281� . R P• + / FL(OUT);�v�6C(� - 424BOXRC CULVERT FL(ouT)= 261.13 - d2° RCP F�S{0T 'a'NIaNGWALLS) .' {3 's �. tY'' t h. r.' T - - �"."`s. •� -` ♦ .q+,, ti+r .MSS. ) 'ZW.VC7 FFFF PROPOSED - JUNCTION BOX r ! \ 12" PLAS [C PIP -- ,! q 5 20' : DRAINAGE do EASEMENT p i UTILITY a 2' RCA , - o :; ROPOSEQ (( RCP PROPOSiJ) 4 t.SO% ;., �' CP PROPOSER 3B _ -^'PROP05ED'10':ItCP q^2 50.9 — L-jr RCP.0:.2.45 la 7x4.30 CULVERT PROPOSE «.I~ PR x tT0 REMAIN) #0 2 0+00 .f°�//{{��// $ 2+00 i y Y, STA 2t 10 ENQ PRO.QOSEQ 'STORM SEWER 'w/CDNC. n \ STA. { t00 TO SEWER '9 BOX _ PROPOSED JUNCTION J C ION PR UN ,T Glt P P S STORM EWE OPO E RO ED , D S WINOYitALLS H O A w �'4 'k'' . �`- EXIST. CUB INLET TOQ/84X _ 287.00 EAWLI. / u !r'TPEWALL - / j FL P252.0 (UgE yy��pL�s ILL ^B. STA. 0t00 I \ s ' ' -- -° �» �•.. m / OUT (EXIST) . ..167.96 SEE DETAILS FLL L IN = 2 2.T1 - 3Q".RCP SEE` U rA14 SNEEr3 . y 'T = 2D6. QU ->3d RCP PROPOSED GRATE INLET Q TO MODIFY EXIST. BOX. MATCH I „FL,(I)=269.25'36'E'PLASTIC �N) - 260.,50 - 2 PLQ3T10EXIST FL 0 BACK OF BOX FL (IN) 229QO .15"PLASTIC PIPE STA.2t14 FL (OUT) 2 x 4 BOX CULVERT >, = PROPOSED JUNCTION � . O X TOP 272.32 Y �h FL(IN)-26488-A2' RCP FL (OUT) = 263.29 - 38" RCP .�.��.��e;.nn'.-A',.i�1h. ,QTI�Tifl�ll�� `(l-i:nt3 i+ao 2•�00 ©Q � 3U r 4 I I/I�j/qr MoD�!E'� Etrckrj� of 'hut l.u�J��-s' ,,(C 12.(I1 / 9� RtY I� E�iEH'ErT-r, Fcr Avvuts✓�� , c f,4 i<p.-u, to 2L.Y B 11/29/94 RCP Tp Pl.AS7IC PIPES ,ORI'AES _ .9123194.: --CHANNEL; PIPE GRADES, ETC �! MUNICIPAL DEVELOPMENT GROUP ` 1 203 HOLL.EMAN VRIVE EAST COLLEGE STATION, 'TEXAS '17040 C (�aa)se3-535f) TM' Engi-neering Ple n7z•17 ig • S�crvojftny ."I , Section ---- --_— KEYSTONE RETAINING WALL INSTALLATION PART 1: GENERAL 1.01 Description Work shall consist of furnishing and constructing a segmental retaining wall system to the lines and grades shown on the plans and as specified herein. in case of conflicting requirements, the Engineer shall make the final determination of applicable documents. 1,02 Related Work A. Section - Site Preparation B. Section - Earthwork 1,03 Reference Standards A. Engineering Design 1. NCMA Q95i a Manual for Seg_merltaI Retajinn Walls B. Segmental'Retaining Wall Units 1. ASTM C 90 toad Bearing Concrete Masonry Units 2. ASTM 0140 Sampling and Testing Concrete Masonry Units C. Soils 1, ASTM D 422 Method for Particle Size Analysis of Soils 2. ASTM D 698 Test Method for Laboratory Compaction Characteristics using Standard Effort 3. ASTM D 2487 Test Method for Classification of Soils for Engineering Purposes 4. ASTM D 2488 Practice for Description and Identification of Soils (Visual -Manual Procedure) 5. ASTM D 4318 Test Method for Liquid Limit, Plastic Limit, and Plasticity Index for Soils D. Geosynthetic Soil Reinforcement 1. ASTM D 4595 Tensile Properties of Geotextiles by the Wide - Width Strip Method 2. GRI-GG4 Determination of Long-Terrn Design Strength of Geogrids E. Drainage Pipe 1. ASTM D 3034 - Specification for Polyvinyl Chloride (PVC) Plastic pipe 2, ASTM D 1248 - Specification for Corrugated Plastic Pipe F. Where specifications and reference documents conflict, the Architect/Engineer shall make the final determination of applicable document. 1.04 Qualifications A. Contractor shall demonstrate knowledge of KEYSTONE Installation procedures on walls of similar scope or complexity or retain a manufacturers representative for assistance during wall erection. B. Designer for the KEYSTONE system shall be experienced in MSE retaining wall design and be familiar with design using geosynthetic soil reinforcement. Where a seal by a Professional Engineer is required, the Engineer shall hold a current license in the State. 1.05 Delivery, Storage, and Handling A. Contractor shall Inspect the materials upon delivery to assure that proper type and grade material has been received. B. Contractor shall store and handle materials in accordance with manufacturer's recommendations. C. Contractor shall protect the materials from damage. Damaged material shall not be incorporated Into the KEYSTONE system. PART 2: MATERIALS 2.01 Materials A. Only concrete KEYSTONE units and geosynthetio materials manufactured specifically for soli reinforcement shall be utilized in the retaining wall construction. B. Concrete KEYSTONE units shall conform to the requirements of ASTM 090 and 0140 with the following modifications: - Minimum Compressive strength 3,000 psi 0 28 days - Maximum Absorption of 6% In Northern Climates C. All KEYSTONE units shall be sound and free of cracks or other defects that would Interfere with the proper placing of the unit or significantly Impair the strength or permanence of the construction. 0 CUftyF..S: • Building curves into your Keystone wall requires a few special considerations. Convex curves require a small gap be- twven adjacent units (see diagram]. For concave curves, touching edge of each unit should be slightly. overlapped (see diagram]. Gapping and overlapping wilt vary s rr wwhat with the degree of cur- vature desired. A gerwal guideline is as follows: At the base course, set units with W Ex ovwlap so pins of adjoining units Lite 12° apart Is" diagram]. O V �• O CONVEX CURVES a CONCAVE CURVES D. KEYSTONE units' dimensions shall not differ more than ± 1/8 Inch from that in any molded dimension except height, which Is t 1/16 inch, and depth, which Is a nominal dimension with a split rock finish. E, The type, strength and placement location of the soil reinforcement shall be as shown on the construction drawings. F. Drainage aggregate shall be a clean 1-inch minus crushed stone or granular fill meeting the following gradation: Sieve Size Percent Passing 1 inch 100 3/4 Inch 100 - 90 No.O 0-10 No. 60 0- 5 G. The reinforced soft zone material shall be free of debris and consist of either of the following inorganic soil types according to their Unified Soil Classification designations (GP, GW, SW, SP, SM, ML, CL), The maximum particle size shall be 4 inches. There shall be less than 20% by weight of particles greater than 1-1/2 inches, a maximum 60% by weight passing the #200 sieve and Plasticity Index (PI)<20. H. The reinforced soil zone shall be compacted in 8 inch maximum compacted lifts to a minimum of 96% of the maximum standard Proctor density (ASTM D 698) I. The drainage collection pipe shall be a perforated or slotted, PVC or corrugated HOPE pipe. The pipe may be covered with a geotextile sock to function as a filter. J. Drainage geotextile shall be a woven or non -woven fabric with a AOS of 70.100, minimum Grab Tensile Strength of 110 Ibs, and a minimum weight of 4 oz/sf or as recommended by the Engineer. 2.02 Submittals A. Contractor shall submit a complete wall design and manufacturer's erection procedures to the Engineer/Owner at least 14 days prior to start of work. B. For walls over 3 feet in total height where professional engineering design is not required, Contractor shall submit chart design or computer analysis demonstrating that the wall is properly designed and all design considerations have been addressed. C. Contractor shall submit Proctor maximum density values and in - place density test reports to the Engineer verifying compaction is being achieved and reinforced soil zone material is within specified gradation and plasticity limits. PART 3: EXECUTION 3.01 Construction Supervision A. The Contractor's field construction supervisor shall have demonstrated experience and be qualified to direct all work related to KEYSTONE construction at the site. 3,02 Excavation & Contractor shall excavate to the lines and grades shown on the approved design plans. Contractor shall take precautions to minimize over -excavation and maintain safe slopes per OSHA requirements. 3.03 Foundation Soll Preparation A. Foundation soil shall be excavated as required for base course leveling pad dimensions and limits of the reinforced soil zone as shown on the construction drawings or as directed by the Engineer. B. The foundation excavation shall be examined by the Engineer to assure that the actual foundation condition rneets or exceeds the assumed design conditions. Foundation conditions not meeting required strength shall be removed and replaced with well - compacted soll meeting the design criteria, as directed by the Engineer. 0.04 • Leveling Pad Preparation A. A leveling pad of compacted granular material shall be placed as shown on the construction drawings to a minimum 6 inches depth [alternatively, a compacted free dralning granular material shall be placed as shown on the construction drawings to a minimum of 4 inches, with 2 inches of leveling concrete placed on the top surface]. B. The base shall be compacted to provide a firm, level bearing pad on which to place the first course of units. Compaction will be with mechanical plate compactors to 95% of maximum standard Proctor density (ASTM D 698). [where a concrete pad is used, the pad shall be screeded to within +/- 1116 of design elevation]. C. Concrete for leveling pad construction shall be a minimum compressive strength of 2000 psi concrete 0 28 days. 3.05 KEYSTONE and Reinforcement Placement A. All KEYSTONE units and soil reinforcement shall be installed at the proper elevation and orientation as shown in the approved construction plans or as directed by the Engineer. The KEYSTONE units and geosynthetic reinforcement shall be installed In general accordance with the manufacturer's recommendations, Any conflict between the two requirements shall be resolved by the Engineer. B. Completed wall erection shall be within ±1 1/4", measured over a 10' distance, In either a horizontal or vertical direction compared to the design line and grade control. C. The design strength direction Is that length of geosynthetic reinforcement perpendicular to the wail face and shall be one continuous piece of material, Adjacent sections of geogrid shall be butted in a manner to assure 100% coverage after placement. D. Geosynthetic reinforcement should be Installed under nominal tension. Apply a nominal tension to the reinforcement and maintain it by staples, stakes, or hand tensioning. The tension applied may be released after the geosynthetic reinforcement has been covered and held in place with soil fill, 3,06 Fill Placement A. The reinforced soil zone shall be placed as shown in construction plans in 6 to 8 Inch lifts and compacted to a minimurn 95% of standard Proctor density (ASTM D 698). Soil shall be placed, spread and compacted in such a manner that eliminates the development of wrinkles and/or movement of the geosynthetic reinforcement. B. Only hand -operated compaction equipment shall be allowed within 3 ft of the front of the KEYSTONE units. C. Tracked construction equipment shall not be operated directly on the geosynthetic reinforcement. A minimum backfill thickness of 6 inches Is required prior to operation of tracked vehicles over the geosynthetic reinforcement, Turning of tracked vehicles should be kept to a minimum to prevent tracks from displacing the fill and damaging the geosynthetic reinforcement. D. Rubber -tired equipment may pass over the geosynthetic reinforcement, If in accordance with the manufacturer's recommendations, at slow speeds less than 10 mph. Sudden braking and sharp turning should be avoided. 3.07 Drainage Placement A. Drainage aggregate shall be placed to the minimum thickness of 2 feet as measured from the front face of the KEYSTONE units, or as otherwise shown on the plans or directed by the Engineer. [B. In water applications, drain rock shall be sized to meet filter criteria for aggregate drains or a geotextile filter shall be installed between the infill and drain rock to prevent migration of fines with water flow.] C. Where drainage composites are used, composites shall be installed as shown on the plans and specifications and in accordance with the manufacturer's recommendations. Drainage composites shall intersect with a continuous drain pipe to carry collected water out of the KEYSTONE system. D. Drainage collection pipe shall be installed to maintain gravity flow of water to outside of the reinforced soli zone, The drainage collection pipe should daylight into a storm sewer manhole or along a slope at an elevation lower than the lowest point of the pipe within the KEYSTONE aggregate draln. E. The main collection drain pipe shall be a minimum of 3 inches in diameter. The secondary collection drain pipe can gravity flow independently or tie into the main collection drain pipe with laterals at a nominal 50 ft spacing along the wall face. 3.07 Finished Grading A. Contractor shall provide a finished grade at the top and bottom of the KEYSTONE as shown on the plans and to provide for positive drainage of water away from the KEYSTONE system. B. Where the backfili above the wall slopes to the wall face, Contractor shall provide a swale to collect direct runoff from flowing over the face of the KEYSTONE system. C. The Contractor shall provide a minimum of 1 foot of low permeable soil to cap KEYSTONE system to minimize Infiltration of surface water into the KEYSTONE reinforced soli zone. 1. DOUBLE PINT SETBACK STD. OR COMPACT UNIT STD. OR COMPACT Uk r ' zero Inch setback allows for vertical wails. Curves (convex/con- STD. can be built without gapping or overlapping procedure. Curves will transition Into straight walls having either zero or 1 ° set- t back. Corners, 9V Inside and outside, can be easily built with zero setback units. -nLIEW a WALLS • 1 - setback provides an Increased wall batter (1 to 8) for aesthetics LDw410- LOW r..� and structural considerations. ZERO SETBACK r � LA` DMINIUPS' r --•a run bWWWAFLl VMJJ - r -V 1V t' L44RWORCED CONCRETE ON fi WN. CRUSHED STONE S' M"Mum CRUSHED STONE LEVELING PAD OPTIONS rho oionQil6O tall action prov _1v* ofttional Stability Icy atralgM waWl as ft tall ph" m9a on tits unit bw w It. OFOOVES 0 a 0 ° ,30' g o r� 0 0 R:nxrw tia, axtsr4W tali piscot at theQ� to W turn the Diode anpv to Ms a� when U12to ONE INCH B!STSACK P P09ITIOlt IZACX HOLEBII ®0 low 4TANDARD UNIT coMPAC UNIT MINI UNIT MINI CAP UNIT NOTE: FOR STRUCTURAL RETAINING WALL USE STANDARD UNIT. MINIMUM AUTOMATIC SET BACK (1/2- PER UNiT) r ATTACH GEOGRID OVER PINS, AND PULL TIGHT BEFORE PLACING BACKFILL -� BACKFILL & COMPACT IN FRONT OF WALL BEFORE BUILDING WALL BEYOND 5 FT, IN HEiG1 CASE A. BASIC WALL GEOGRID } KEYSTONEn CASE C. SLOPE > GEOGRID a --sr KEYSTONE GEOGRIDS MINIMUM "' FT. NATIVE SOIL OR LOW f ER►�Ekk SOIL TO MINIMIZE SURFACE WATER INFILTRATION GAP UNIT RETAINED -- GEOGRIDS BACKFiLL / SOILS UNRsFAC NCB R� NNAAGE CC1 OPOoS��T OL�EU OUT �ARA1 LL TWIN. V CRUSHED STONE / 9EtIWD UNIT TO WALL FACE REINFORCED HEIGHT ZONE - (VARIES) ROLL WIDTH f 21 MIN 0 5UBDRAI (OPTIONAL) 27. SLOPE (MIN) TO OPEN END OUTLET -FIELD LOCATE GEOGRID LENGTH ( VARIES WITH WALL HT.) (GEOGRID LENGTH MEASURED FROM FRONT FACE) CASE B. SURCHARGE 250 psf 'GEOGRID K__YSTONEn CASE D. TIERED WALLS •L A--O 0 ' m-tea•-o-� GEOGRID KEYSTONE' KEYSTONE RETAINING WALL SYSTEMS 4444 W. 78 th STREET BLOOMINGTON , MN 55435 (612) 897 -1040 CONTACT: MP, CR.NIG MORITZ FORAM JY QUESTIONS COt1Ci". Rt11fJG THE STRUCTURAL DESIGN OF KE`� `'?NIE \NALL SYSTEMS. L TYPICAL CROSS SECTION )RTH B. L,J1R? ..TH •• s 60873 Prepared for: CAPSTONE DElELOPMENT CORP. °• S { s' , 600 LL(KIE DRIVE 9424 ~esge��e g� ?!RMINGIAM. A.LABAMA 35223 PHONE (215) 871 - 0020 r � �, 1 11►, ,�r 4. 11i►;> Y MUNICIPAL DEVELOPMENT GROUP 203 HOLLEMAN DRIVE EAST COLLEGE STATION, TEXAS 77840 (409)693-5359 Engineering - Planning - Surveying "UNIVERSITY COMMONS" KEYSTONE RETAINING WALL SPECIFICATIONS & DETAILS SCALE: Horiz: NONE Vert: NONE DATE: JULY 19s4 SHEET: 4 of 5 18" SPEED BUMP n,t,s, ' SMOOTH TROWEL FINISH +OR- 3" C 1 TROWEL WIDTH > CONTROL JT, r-- EXPANSION JTs. 2 4'-0' a.c. �- BROOM FINISH SIDEWALK FINISHING DETAIL n.t.s, 12'-0" DUMPSTER 8'x12" STRUCT. CURB AROUND PAD CONT.- 2' EACH SIDE TYP, REINF❑RCED W/ 2 #3 BARS C❑NT, SCREENING FENCE REF, 8/o.103 REFER TO CIVIL DWGS FOR EXACT DUMPSTER PAD L❑CATI❑N 6" CONIC. SLAB W/ #4 BARS 8" ❑.C. EACH WAY DUMPSTER PLAN 4/ch9 IX6 TREATE. PICKET PAN! 2X4 WOE NAILER, PRESSURE :ATED PINE OF ICE POST AT tNERS I W u e a ItJ u a`oII' FINISHED GRADE IIIIIII I IigF—COMPACTED SUBGRADE IIIIIII IIIrl IT I— CONC. COLLAR III III 6' POUR❑US FILL SCREEN AT DUMPSTER PADS n.t.s. �C❑NC. CURB REF-, CIVIL DRWGS. 4' EACH SPACE TO BE NUMBERED — WHITE PAINT VARIES 4" PAINTED STRIPE (WHITE) REI CIVIL FOR 0 r-1 0 1 PAINT SPEC'S BLUE AT HANDICAPPED SPACES STRIPING PLAN _L 5'-0" J,3�0'! MIN I ram- SIDEWALK —> rl'Ipn I UIVLL33 Nu (LU ❑THERWISE HANDICAPPED PARKING n,t.s, SLOPE CURB TO TOP OF RAMP SCORE RAMP AT 6. D.C. ROTATED BRICK PAVERS HANDICAP ACCESS RAMP Lbo ,7E i' 2 5/9' PAVERS 2' MUD BED ' 4' CONC r• t_M� PAVER SETTING DETAIL mt.s, C K&TRUDED CONC CONSTRUCTION J PARKING ISLAND BRICK PAVER DETAIL n,t.s, V-0" MIN A3,r� � RAID �? i 1/'}' ❑ BLACK TUBULAR STEEL RAIL, WELDED JTS„ SECURE POSTS W/ ANCH❑RING CEMENT. SPACE POST 4' O.C. MAXIMUM G N❑TEI NUMBER OF STEPS ai VARY ACCORDING TO PLAN 1/2" EXP, JT, W/ 1 1/2" I� <RT PTHENE SEALANT CHAMFER E 1' ,;� �' (Ur• 44 STEEL DOWEL 8 1/2" LENGTH W/SLEEVE, _ s_ 6X6 #6 / 6 GA. '•' � 1=IIII1 1 —I _ : �:. a•.. III= II � III I ' #3 AT 18" O.C.E.W. AT SLAB rr CEN rER 5" THICK CRUSHED STONE II=1111=1111=1111=IIII=III COMPACTED SUBGRAGE HANDRAIL DETAIL n.t.s. As _,T�st�• ag F ....o.. B. 81' NORTH B• B� PQ2SSLQe TREATED PUS 2X41 ON 6666 9CI•reo iocen•+ER W/ 3/8' GALV, ROD W/ 1/8* WIDE SPACES MA0E Y11 GALV• WASL"B EQUAL EQUAL 0 0 0 i III II—�In-•�II FINISH GRADE NOTEi REFER TO GRADING E LAYOUT CCtiCRETE r•'LP: a FOR FLAC&iV4T OP SIDEWALK eplUG;3 BRIDGE DETAIL NOT TO SCALE s� bike hitch (typical) .N J� +N 0d I a •' 2.6 Z-6 Z-6 Z-b 2.6 2-D PLAN VIEW not t0 Scale manufactured by: Noel Lake 630 S.W. 26th Place Gainesville, FL 32001 (904) 336-1288 42 3- o' 1 1/2' PVC PR-200 (white) 1 1/4" galvanized conduit • ,I111 �1�1,; 1111�--yc.,t�4' �il I►Flit=1l, I :-It--1f�i►;--=�iii( x•_61 y 4 BIKE RACK AREA MUNICIPAL DEVELOPMENT GROUP 203 HOLLEMAN DRIVE EAST COLLEGE STATION, TEXAS 77840 (409)693-5359 Engineering . Planning • Surveying UNIVERSITY COMMON--) MISC. DETAILS i I Prepared for: SCALE: Horiz: As Note d I CAPSTONE DEVELOPMENT CORP. V e rh A N o i u d- 600 LUCKIE DRIVE #424 DATE: A i I Ci U S i� { `� 9 -i BIRMINGHAM, ALABAMA 35223 — - Sh{EE f: 5 O? J . , f N a 'r w� I " I d k 1 a '1 A M H F r Z r � � i1 z x 276 L� r k 266 �I a, I -p 260 255 i qH a I15J z 260 A rnd 0 i mw 245 f c �t STATIONS: — -- / r �--,---�- i PROPOSED JUNCTION BOX— / 'h INAGE & UTILITY EASEMENT /r i _ / PROPOSED 33' RCP O -2.7X PROPOSED 30' RCP O -3.39% d+00 (TO REMAIN) 1 +00 2 0 3+00 _ -_ ��. s -- -- -- -- -- -- - -- -- --- - \ - -- -- - / STA. 4+55 STA. 0+00 STA. 2+10 \ END PROPOSED STORM SEWER w/GONG. BEGIN PROPOSED STORM SEWER 0 PROPOSED JUNCTION BOX HEADWALLS w/WINGWALLS _ EXIST CUB INLET TOP/BOX = 287.00 & TOEWALL FL SIN) = 260.00 - 30"RCP FL = 252.00 NE W'�NN yy�tpLI A� B" %� -- TTOTMODIFYE T)EXIST6 BOX. S MATCH FL FL (OUT) = 258.80 — SO RCP SEE QE�AIL SHEETS " /�. EXIST FL 0 BACK OF BOX FL IN) = 260.75 — 15"RCP 1+00 1 2+00 Ki 4+00 4+55 101 e ' 4 I 1 ;OPOSED 214 BOX CULVERT 2 -2.417 Ore`-� STA. 0+00 F PROPOSED GRATE INLET / FL(IN) = 269.25 — 36"RCP // C FL(SIN) = 272.00 — 15" RCP FLOUT) = 268.80 — 2x4 BOX CULVERT 'STATIONS: 0+00 PLATE 1 - PLAN -PROFILE - F.A.S. NO. 1000 H-1 re CLEARPRINT PAPER CO., EMERYVILLE, CA. 1+00 STA. 1 +40 PROPOSED GRATE INLET -- FL(1i1. = 265.50 — 2x4 BOX CULVERT FLOUT 264.50 — 36"RCP t t t i-i 1- -- t -� I Il P P08 30' RCP 01111%.3 2+00 2+00 STA. 3+00 PROPOSED GRATE INLET STA. 3+30 TOP/268.50 PROPOSED CONC. HEADWALL FL IN) 260.80 WINGWALLS w/TOEWALLS FL(OUT) 260.70 (USE ALT "A" WINGWALLS) FL (OUT) 260.60 jam_ 0 3+30 NO 608 -.; E �rr�jrj{�rr�r��? MUNICIPAL DEVELOPMENT GROUP b`�uD COLLEGE STATION, TEXASs77©40 (409)693-5359 Engineering . Planning . Surveyting PLM & PROFILE 1. "T"ORM SEWER IMP'ROVEMEN` S UNIVERSITY: MI'lMONS' Vrepared for: CAPSTON9 DEVELOPMENT CORP. 6W Ll ME DRIVE #424 8.IRMINGHAM,AlA9" 3M SCALE: Horiz:I"*.5v Vert: I" a RATE: JULY,1994 SHEET: ',Z of 5; HMO PROPOSED HEADt4ALL VI/ WINGS & APRON. y SEE TYPICAL DETAIL SHEET 2 h 4- Cr WIDE LANDING FL (OUT) 249.00 voR ,Ooccwo rRAIE y CONCRETE ' DowN Qt-E s5 e' WIDE ..- 4 - \ rl MIN. ER P RXING SIIDEWAKE 4-� t;t2 SLOPE EXISITNG CHANNEL TO 8E FILLED AFTER o ♦\ I I I i , i "•..., - ;' - INSTALLATION OF PROP. 30' RCP II , I•ii I I �°" a. `" L -� SEE TYPICAL DETAIL SHEET 2 C.O.C.S. EMBEDDMENT SPECS. TO BE `� 6ETt -.,.'�. PROP. JUNCTION BOX ADHERED TO BY CONTRACTOR. f.- � UND fP 2g7 0 WATER GRO W0 A5P LIGHT ROOMLIMITS of RH" D>iUVE�A�IE jam++ o2-uaNt eaoou FlNISN 20. O&Af ` F OUT) 258.68 N >� j\ND II i I II 1/nU� ce 1 • I FL (IN) 260.75 (1fr) �v .► •y,., IIII' I �•tl ` (veiir \ .• I • . ► _ .-• % �•.• •..® i . - -_ 280,5 CURB RETURN MODIFY CURB INLET 111ANNOLE K _.� , " " to EXISTING CURB AND GUTTER �� I `a'JO•-'� F --�.; EE DETAIL SHEET 2 cp,N• SN ✓"• „® I III I ` • 0� \ \ / (/ ,F F �' k •�., - r _ / / ,}88•' �,i 282 5 1t g RAMP DETAIL IIII ' I 4 I \,� , / `� / ✓ - _= �_� - t�SSS a _ / ✓ ✓ ,. �, a•®' ,s.' d'"'� ` / urAP51E w15cs t t. \ N. T. S. I I III 1 1 �� • � "`� .- -�.. - - ._ JFL' = 2_11.5,� IIIII�IIT)267,9b r-..� � _.-. �' E".. ••�'am� "4II I I' I ; I \ I \; TP 28 00 M ✓ - '1} 5. 50 OFF , \ it It I . 1 \ � � �� FL (011 T) 262.00 �oisTf� P .✓ ,� / 1I Q CURVE LENGTH DELTA RADIUS TANGEN F DIRECTION CHEIRD • r \ (ro �` ��'. 3r3" SSayER EXIST. 2 i' .✓ '" • 1 {E r ✓ i \ ❑ my l 1 2.50 REAfgfN� .; C. _-Atakofc REt \�` 51 0 SiG - ,-)NE ✓ "2T 5 Rf �- ' a' Y 1 �' \ • in SI \ J O 1AA IIII I I' I U I I I I i '•,ar .9Q C1 39.26ft 90'00'07' 24.99E+. 24.99Ft NO2°55'09'W 35,35ft C2 39.27Ft 90'00'01' 25.00F+, 25.00ft N87003'53'E 35.36ft C3 39,27Ft 90''00'01' 25.00ft 25,00ft NO2'56'07'W 35.36Ft C4 133,11f+, 152'32'12' 50.00Ft 204.62Ft N08'32'12'W 97.14Ft C5 16.09F+. 136'52'13' 125.00f+, 8.33Ft S66'22'13'E_ 115,81t_1: 1 III I •.� \ I`` ` DTP 2"/3. r9�o ��- ) �' 1 1 ri 1.ell HC 1 III 1 rr \ I \ \ ❑ w m 5t1I FAT G1C1 t -1* 2FF 81 HC t iN !+ ' 1 • I 1 269,0� \ ` / ` ` l \ 2Tt �~ +/ �1"✓ l 1 ' ' FF 1 LOT 1 ZC HC He Q I: EASTMARK SUBDIVISION \ '1 ,. \ i \ _\ 1 1 / 1 PHASE 1 `Pj'`c\�e \�r� \ � "�. I � , � 7 ( ' - __'" � \� \ `a(, �\�\/ \�� ❑ ` \jG 1 � � � .�' � j Y /I HC SILT FENCING • \ , / ` � ` I 1 / 1 I i i V • . ,y� , 4« I � � �N t' i • • ��' �\ \ • '� \ \�O 1 �' l \ FF \ ` \ 1 I FF 276.5 I I °0 \ I \ • , \ �` ❑ v�'" i\ \ i _�-- I 288 1 1 I I r \ 2 2PQ43•_-- t ! \ r` F �• _ \TC'2111 1 N G� I r \ TP 289.35 ��, I ° • xX� t `' \ �� __ �' 1tjT- 1 \ ``, ° !� \�-�J / �C"• �� \ I °�'`,.' r.r .••..•� \� \ 1 �r� �Ip � t 7 `i ,,c.,.1•_� \�xi, �t 11 ✓'.'✓ 91.0� 1 \ `, „` ` /1 • S� t \ •� \\ t r, �'.l �/2 'V FF 1(�: 7.5 _ of _•' SP 2 ,j \ � 288 q �Y ,r r 1 D �-- . , � 1 \ �, \ • \` ' , �i 1 p 75.14 L" q85• f'a cdj �... 5 Lf. t✓ I , \ ^ \ �\ ` .. -� . ` � •,/ ��j \ `, 21p 0( \ \ �R,. , i( 283.25 I ( TG 287. 1i1 s - ✓ f -^.\ � -=.s _ _'._ ^`. _ --- � ° • � � • \ ,`P \ \ • • \ \ \ � /(� � � \ , 1 -I � � 1 '_ I � per•.- �"� ,,.„' ''. r "' � c, 289 � , � � � /� / \ \ �`.' • �� p�F • \ 1 OO YEAk • • , \ \� \ .\%� `� \ ` `' TG , 11 1 1 ( -- i / tP 28�•4 gat 50 o j / / FL/001 NOCOD P �\ 1 O 1 TP 28t 0 �� , �i i FL C1�k 2 Bt.O ' y�r • ` 1 to 1 \ , ` �n WER 01 E T 281 e "f POFF .�� ,r"/.r''..-'��• � 1 � "" \ • ` ! ' �'� I••. �r�\.� `' � \ � gTA �- j\' � � � ,�� G�jElttlk3 /� /' `...-�29 //� � NC � ,,,... \ \ ` � ,. � ' \ •. �� o� � I zc� R. � � �- \ � ! ,YPROP• 2 t t � /�c 21T.a8 � �.,�V� .1TOp \ \ PR 69.5 a / II ROVIDE D DRAIN ?i? 3 116t--3 -. - 276.75, P tOtiE SHE I :r \\ �G t i �__ \\ 1 FFL UNl= 27t95'J6 1 ! n IF liNl FL(1N) i lD(PICPLDNL NOTE: KEYSTONE USED ON SITE TO MATCH HC 1 _ � iou�t` .�•+„/ - ' �,\. -NET - \ [ _ \ HC i'(i ��\ J� \fG ✓ i6+r l ". 1 V 27 60�2, / { 'OPi32AjE / / EXISTING KEYSTONE IN DEVELOPMENT: b -' -- ,T 5 FF He SUPPLIED BY JEWEL CONCRETE PRODUCTS. �/ 1-� . Ise , gyp® L �a 3 a _ J tOP 230.5 2�4 r� �. � %RGP ✓• `..! ()285. CUSTOM"WOLF COLOR BLEND. PEN CREEK \ y 190 BRIDGE C'-ram 1 1 BLEND". • t ` 1 �` \ `�� s P"'��F4 t6�2cn°(3a� 1_ f ' � ` � � ` - ` 1C_-% -�►-- \ �+, t °,d•�" � 1� � ,� � � �� i� �',F4( INt �b� 1 •q fi � . �., � � - PROPOSED I I' • � ' � = ,.0 � .'/- �� J•-- .,-- RO?, GTtAT n. � ° `�` ti ��Ft �`� - , / /� __ LAKE Y8AL1- V .3�'A.00 .�Q �`k� ' q� ° \ n �/ �� FF 293 �-- // / / N�,1 yt� I i ��aQ•3 ��, \ FF s=-�TF �ou�l,.- Cu>v1i ��.`'�c�'_ -"�;• HC HC � • � `A � ` � 1 � \ \� A �0 i� .+.�'t.. a•'� `� \\� \�� POW R 1 1" �� a � � � !1 // � �j� • \ � 1 \ \ I � PRo3p. F �� % �; � '" � ` � � ',\ t � 1 T+'a ' p •;�? t ,,•��1 ,�9 �% --• /�/ %• • • \ i\ `\ \\ � \\\\��'4 ✓I \ \ �, o r L^� T0T) �• .- X' 6R0 C,1'•F • '�"�\'l\��\ °!,� \0 ER P0 Fl ii1 O.SQ � f va yTC 2Uo m ,ram+ ✓�.../' TC / '® ''• / J 4 �, ® 1 • '� I ( I w T'\ � 1 , e•_O / l V ,`1 ,�G�jAlt r(�\ �'' �' t \ '1 s 1 ro i� (1 Ro G NG U14 ;IO \ OUSE FF i ho 4 w000 FLOAT ruOlsH / . , / j/ DHt 1 y \ / �� CWB G 284 <� C% 5g.50 9.0 50 / �• • '' \ f;vP. GIIAfE INLET /� 572B FL�(OUT)41'286.00 LOT 2 EASTMARK SUBDIVISION PHASE 2 BLOCK 1 t i 1 t t � �! 1 l� In t } � •r 1 � 7, b � t ' z a r1 e\�TP ,•� , 1 yp.ttNOIE .1• �" �i'� 0 �H 5� t ' ! 11'� �P 25, t 4 ..ten SEt. 60A Ixmn. awe .14 LCIOtH 0, [t t5 1 \ f� Lt_--!r 1N yy 2 �/I i? 2 (r +o i .If" PLA•Tr.S 01-101 At 32• / , • i�•• ti � �• , ✓ "'•/ ( 1 / SUt F:.� ir jtT- U� ` >• u F o >x._ v \POLm Not E - W �. ` _ ��L✓✓✓„ \ fl Z m ;T - I , ` /� �" 7x �t /.mOf1'✓ 1ALVE ctN1E••. 4' 1HK. (MIN.) RONFORCED / / // j) ,�j/ : TV / i�. D iI`:• �%" � ® �Q�B�C`"O�� '`� SPci. `�NR' AN ., '1 ;n Q � ('t� , I / rWATER CONCRETE SIOEWALC , / �.® • I r✓ I C 5 _40 CURB er ovrrER E aP. NT. SLOPE I I / I FUTURE S 0 U T H C R E E• . �: ' -tie o E , - 1 r �' /• RCP✓* -, '' •�,as � � l . 1 --'- i•-'/ 281). �°"�;,`\. .••"' S50 1- , i-- �✓" ��I PHASE 1 I Z r t ,�v Ill ENBILIZ OSED , �� 1 cL u3 ..RUCTIO11 1 / ` �1.t,r1 .d' CONS / l I 1 tL I ��// ✓low STABIUZt'� CHANNEL \ 1 r ��.� , ' � � � `, 0 0 0 � ..:. 1 `�`')/ � , 3.148X,,. 'f(1'��'' -�.��!' �s _I FL PANSJOW4i' AND WWEL Il / i I ExIDN ' �• yyi' �,-�t , /� Y l J o �, 1 / (L StCt 2)\\ ✓ '' -' /'�- \ ; i �� d F PER STANDARD SPECIFICATIONS 2• SANG CUSHION Vj \\ ,{- ( a+" , i �yLt FF'iiv~ �• O V O �\ 1 E Dfr ` �'•-• '`� 1, ,s+'� 96 'nl /alo,d o.c.B.w. ' I l► • �� rl c� YjUtiGt%ON�� / , `'•/ uy� F T \ \1 iC 2 PR\J1A�Qe,('� \ r✓ir•,�`r} COMPACTED SUBGRAOE / !�, �Oi?DSE ( I O �`y. �-�' - ,,, „APT• 9 �b'271.50 \. �, PO�Ex.�•�'��q - J TOP OF KEYSTONE BLOCKING MUST STAIRSTEP IN / P"0 �,Ps t tt� p t/r EXPANSION JOINT 'r / TRANSITION SECTION TO FLOINLINE OF CIIA14NE . • (�' CN�ti / / I \ \ '` , •�•"" j5 T'1�� HATER • / • tP ,p® JI U1.. B SEALANT / i ' � t � ry S YT\'' (MlaDepth otSealont 3/d') _ i- r wwuuM oEPn4 � ..,, � // \ � ,®. t ? - = - M . -- ( OGO 4E „�,. s NOTE: AN ALL-VIEATHER SURFACE, AS APPROVED B'( r• - `^6 / \o 1T w TER v .ems THE CITY OF COLLEGE STATION, AND THE ENTIRE TYPICAL ExPArrS" JOINT. TYPICAL CONTRACTION JOINT �"- F� (pUr = �"- �p�I 1 RE �.-. P 'HATER LOOP INCLUDING FIRE HYDRANTS, ARE TO BE aarN'' !b' roof SPACiHO• AND AT (• s' SPACING) } 2��' ^'1�,, S�'S ' ' �, y0 CONCRETE STRUCTUREALL OTHER JOININGS S \ -`\ \ \ \ • ` `~`\ C! s . BUILDING PERMIT (FRAMINGTHE COMME NCEMES ISSUANCENT). EXPANSION J D�TH $ �373ga JOINT CONTRACTION- \ \ O StG w••�I• O JOINT \ \ _ --� •-� \ \ \ \ \ \ t E VANE �Y'°'e. NOTE: BOX CULVERTTO BE PRECAST/ RRIQFORCED CONCRETE. e� ;•'•� ' e.• �C GIFFORD HILL &COMPANY, INC. or APPROY I \EQUAL PRODUCT STANDARD CONCRETE \\ ` BY C.O.C.S. ENG.DEPT. EMBEDMENT PER C.O.G°STDS. SIDEWALK DETAILS \ \ N.T.S.. ` �` \ \ \ NOTE: EASEMENTS TO BE DEDI- CATED BY SEPARATE INSTRUMENT 1 /4" R typ. <. i TYPICAL CURB & GUTTER SECTION 6x14 Smooth dowel Bar ® 12" C (grease one end) #3 Bars Preformed Metal Joint for Load Transfer CENTER JOiNT DETAIL n.t.s. #6xlX' Smooth Dowel 012" C-C Con1/2" Preformed Expansion Joint See T (Grease One End) Sn Expansion Joint In Accordance wllh TxDOT Standard Sea his Sheeett Specifications Sec. 436, 1982 Edition Seal Joints with Rusco #3 Bars © 12" C-C each wo Sealer or Equal. Refer to C.O.C.S. Sid. Cub & Gutter PARKIN RIVEWAY LANE- -PARKING- Detail this Sheet. BENCH MARK: TOP OF EXISTING FIRE HYDRANT AT CORNER OF COLGATE DRIVE AND CENTRAL PARK LANE ELEV. = 277.96 TOP OF EXISTING FIRE HYDRANT AT CORNER OF EASTMARK DRIVE AND COLGATE DRIVE ELEV. = 277.58 NOTES: ALL GRATES ARE VULCAN FOUNDRY SERIES V-5700. SEE DETAIL SHEET 2. (1 -800-MANHOLE) TOP OF CURB IS TYPICALLY 1' ABOVE FL OF PAVEMENT. SEE DETAIL THIS SHEET. ALL RCPTO BE CLASS III CONCRETE. rr7r�rr�r�r�r7 MUNICIPAL DEVELOPMENT GROUP T JlJJ 203 HOLLr MAN DRIVE EAST COLLEGE STATION, TEXAS 77840 (409)693-5359 Engineering • Planning • Surveying SITE GRADING PLAN "UNIVERSITY COMMONS" COLLEGE STATION, TEXAS Prepared for: --- - l fScole^ 1 50_'CAP---- ^ -` 8005TONE LUCKIE DEVELOPMENT CORP. I RIVE 1424 ate: JUNE, 1 `394------- BIRMINGHAM. ALABAMA 35223 -- "- ----- - --- (215) B71-0020 Sheaf: i Of 5 I RECOMMENDED INSTALLATION TYPICAL CROSS SECTION Back Fill _ Material a ° o . , • .� ;optional _2 • ,• • ° ' •' r` Regpmmended backfill — slorle or gravel aggregate — no T 6 Iess.th4n 854b passing thru a • • • • . 318' screen and 100% retained ° onaYD$screen.consider using • r5 • • A' gravel or stony it sal has ex- cessive fines. S L O'r 3 • Comrnert;laliy knovin As 318• gravel otstone DOWN SLOTTED DRAIN PIPE for SUBSURFACE DRAINAGE VULCAN FOUND GRATE & FRAME to w PROPOSED CONC. INLET BOX VULCANFOUNDRY GRATE&FRAME 2' C L R. PROPOSED #W BARS @ 12" O.C, BOTHWAYS 'RCP (TOP & BOTTOM) 6" ELEVATION VIEW PROPOSED GRATE INLET BOX in PARKING LOT PROPOSED MANHOLE RING AND COVER VULCAN FOUNDRY Or APPROVED EQUAL 1-800-MANHOLE MODEL. NO V-1600-3 _ EXIST. 30' RCP — 'BREAK-OUT' -- CONCRETE AND INSTALL PROPOSED MANHOLE EXIST. OPEN -BACK INLET (WITHOUT MANHOLE) TOP VIEW/EXIST. INLET EASTMARK DRIVE WITH PROPOSED MODIFICATIONS NTS CONC. BAFFLE BLOCKS I CONC. RIP • RAP,' ' b I SI ? -Tr PLAN VIEW a. s SEE SHEET 3 OP 5 FOR HEALMALL 3 WINO OETAtL (SEE SHEET I OF 5) RIP -RAP TO CONFORM TO PROPOSED SLOPE INDICATED .t' -.O• ON GRADING PLAN rALT, •A' WINO WALL TIE APRON REINF. O.S. TO RIP -RAP REINF. FL • 200,25 (OUT) MATCH FL - .--- --i— -- --. — t : too � ft6.9'x(fWW ,JUNCTION BOX MESH REINF. 3' • P.MIN. 0 8' x 1? xt? CONC. r BAFFLE BLOCKS 20 L.F. 1 • S N3 BARS TIE TO k8 -W x 8' WW MESH REINF. �• itl;� TJEENOOFSPLASH PAD L2ARS TO CONC. PILOT CHANNEL ER BLOCK=� '..ti•.,.:.••.• �.•.' :'r .:.••: l 1'-0'TOEWALL DFF E IJLO96REIF. "Its RIP -FLAP W1 BAFFLES ELEVATION VIEW nts EXIST. GALV. PIPE RAIL TO BE REMOVED AND NOT REPLACED AS EXIST. CHANNEL WILL BE FILLED AFTER INSTALLATION OF PROPOSED STORM SEWER. PROPOSED WALL . — �• a cr PROPOSED RCP 4 4 I EXIST. SLOPING WINGINALLS TO REMAIN (EXIST, CHANNEL TO BE FILLED AFTER INSTALLATION OF PROPOSED STORM SEWER.) ALT• 1 A VULCAN FOUNDRY or APPROVED EQUAL MODEL NO, V-1600-3 EXIST. CURB INLET T EXIST. 30— ' RCp - (TO REMAIN) 4.8' SECTION NTS • a ' ELEVATION CONCRETE HEADWALLS / WINGWALLS DRILL 12' INTO EXIST. INLET TOP FOR 5/8' DIA. DEFORMED BAR (� EXIST. HANDRAIL { —�(TO BE REMOVED) 6' 6' I 4.9' I 5' 11/8' DEFORMED BARS 5/8n DIA.DE FORMED BAR b' O.C. NORIz•, VERT, DRILL 4' INTO EXIST. AND BOTTOM _ _ — — (' :; .•'. PROPOSED CUNC.'NALL WINGINALL FOR 5/8' DEFORMED BAR. 6n T-6' / \ i DETAIL Z EDIA. / 4.4' _ _ ". ,•... •._. PROPOSED 30' RC � � DEFORMED D BAR , � r — 94 BARS @ 12' I �y O.C. EACH WAY SEE SHEET 3 OF 0 FOR itEAU WAt.I. &'WM DETAIL e W - RAP TO CCNFOW TO ' ALT *6 WINO WALL TIE APRON REINF. D.S. TO RIP -RAP RENF. d FL (OUT) - ,yt T— ter---"-�...• T 1 ' yr so-O'xe•WW Yl r•. U. MESH REINF. x t IT ►EID LOCAT OM WHEN TCeOFiSLOp D-V OR MORE lE x :*'. NALORD. t•OFB/Ji( � �.( DRILL 4' INTO EXIST. --- APRON FOB � r� i D -0 I(EYSTONE RETAINING VAl ti CR APPROVED EQUAL KEYSTONE RETAINING VALL SYSTEMS, INC. 1-800-747-8971 BLOCK SOD / CHANNEL BOTTOM I-- 0.3' . q a 12, O.C. SECTION A -A KEYSTONE CHANNEL NTS �~yt.�i..iY�•s- y� WEEPHOLE DETAIL V� RIP -RAP ELEVATION VIEW nts 3.w r 0.23' SECTION B-B OPEN CHANNEL NTS n T►TIINICIPAL DEVELOPMENT GROUP 203 HOLLEMAN DRIVE EAST 1� LLtu' COLLEGE STATION, TEXAS 77840 (409)893-5359 Engineering • Planning • Surveying DRAINAGE STRUCTURE DETAILS " UNIVERSITY COMMONS u COLLEGE STATION, TEXAS Prepare or: SCALE: Horiz: NONE CAPSTONE DEVELOPMENT CORP. Vert: NONE 60O WCKIE DRIVE ##424 DATE: JUKE .1994 BIRMINGI AM ,ALABAMA 35223 ' PHONE 2115 71 SHEET: 3 of . MDG N0.26 •- 62 i t sf t' ti��i 1 # x � M "- �i i xiY3F t ! S j 5�! a ;'r �sary SCALE: Horiz:l5!tl"' - DATE: JULY;1994, SHEET:, 2 of 5; i:A 5�� ---tip �� :�F,1 p!� �� ,. 1 '_Yi1 ; �.;- : l ,� EE'e'e �- mom El RMIM= - --- r t a re 4 F fi' T r E 3� � E } r e , 1 a ¢ x k ,Y 4 q ,' t i 'y 7 ( a k i T � A4 s z . n- .1 u i , r $ . 4 x� .r,.. .€.YI,.) t 3 1� •�rx i Pf{OPOSEDNFJIDYIALLYII�NGS APRON. i RIP -RAP SEE TYPICAL DETAIL SHUT FL,(OUT)251:CCT I -�.\:� .j•`,.�,,'� \� EXISITNG CHANNEL TO BE FILLED AFTER INSTALLATION OF PROP. 30' RCP I ��1� I '®� i l ®'�+ •.,, ., ,,. SEE PiPICAL DETAIL SHEET C.O.C.S. EMBEDDMENT SPECS. TO BE I I �' ` '` '• ` ^,`, PROP, 267.041 1QN e0X ADHERED TO BY CONTRACTOR. �0 vp j�D I I' ► I •I 20. ORA °`•� FL OUT) 258,00 �n4 6 ' ce � � '�.` , _ �. � � FL (IN) U0.75 (15") 1 I \ l -: . -� .. ' � �� `� I I1 ® •' . �( ) �'•:;- ��'"^�- � �. • �`�=�i ` ,,,,,� � �`� �- MODIFY CURB INLET s SWR. 01AH0ii SEE DETAIL SHEET 2 268.0 SAN• I 11 II' I' I I I•• �` \ •a�� 1 / F F !� :^4A =��-� `1� / -" / l--"•,�--� ��:'4 � 'v'`�.. ` �/ / -..�Nil It C JTP=272.5 _ _ ExlstlNG 1� - a EN Y ttt'Y`iNG BERM 6� TE'.501 S\.0 WO EP ANC ALE STREETS l 60 A$ •T 282.5 FF ,•.�� wl SCAN 285 ,lam' ''� � � �� u�� I � � .•� t zg .so ! IN l f �(� GRATE 1 ° ( 1 HC ' �' F6r•GING ' i , FF ' cry N 0 \ , 251 HC FF 1 LOT 1 1 288 I\ EASTMARK SUBDIVISION PHASE 1 •. , � � it He 1 � �r ' � 281.25 ' FG294 �.= 1 �•/ I 1ENy15 \ 1 1 ' GgIJR6FIF \ 1 P. G�AfE INLET �,E I 288 / T 290.5 C'¢N FF tic , Sb,D�=E- ... !- FL�(our) �ies.00 lcz6o. P 2 I / 285 ' SA'• 1 , LOT 2 EASTMARK SUBDIVISION a 1 _ PHASE 2 it uo /i� / �gRlod� / ; �'fi�� 1 � R �1 1 BLOCK 1 �iS: t FF------ 1 288 SEND RCP . :% ?534 TP 2g6. r„! � !„ 1�,y, 3 �f• � � FF O Gy! !!!a®"' ` 0 i� /• 1 a �f 233.25 T \ I f♦ TP 281 to / �A+f �J , OWER O1i 1 FF /� 3 HC V3 o �, 1 ,A 2T? PV �% \ -\ t �•+� OP..tVN�lott�TRLL4LFYtPE 1'ar•/) ` LA) PRpVIDEOItED N NG `='47t O 118 6 t / iF (IN1273 D-> IN) 276.T5, \ ` • NG' 1 ` ��t ltNi 9-'S 0 / Fl.l / , SC` VPICPLD��LSNE� • ! HC �\ \ F�IOVTla26 ` 1 ° •?c 270'9 \ I\ J ti8`F..- 4 �7 60 sir . ( RDp GRN c • I --'j- / € I t "tEj ' -V 5732 FF �uE �` ' • \ /. i •V \ ,1� GtzP�1N I �ytP��. �.t�`�� ,.tj ' �Op 290.5 p 294 r �\ ,, ! pFiUP• 36 -3.OG✓ _.-.- _ UTi2S5•00 =t p (G5Z?6. 9 2913� 1 \ 'a`t !✓� j f . �. � 1 I \� / `.•�' 'r� �� \ �.. �\F1.� IN1 1� 1 , '' � / -i " ��• i-- t ; rt • .. ' \ FF ' \ \ 1 t PROPOSED ) \ tr 1 LAKE ��' � •, �� C 3 3 � \V "TORS • V� � \ • \ TP52 .50 \ 3'CK� \ ll l • \\. - -r-.. _.-i ` 1 FL �a4iT) a84 0 1 / e - ,Ian,• •-. WOOD FLOAT ,FINISH O� Vr/C, Ra 111to. L eNIe . t4'L41uS. • \ N SAC I AL `7 ,. t � 1�, POLE tlMligq TIC eLEtvK AT S. 4• THK. (MIN.) R,EIHF CED / I • }iil pOWE�R" ?, .l 1 - CONCRETE SIDEWALK I I / .� ,...+ ` ir' 8C CURB 4, OVfTER._ - tta. JT. SLOPE 0 � - � � I I I � � FUTURE � S O U T H C R E Eft �,�,.- 1 1� ' I PHASE it .�, D PRdPOSED..r SI`ABILIZfp CHANNEL EXPMtSiON JOINT-.ANo OaVIEL - / FL.( ). °Wye. .~ ��•'� 2" SAND CUSHION / � • � � � � L� �� 5�� y10/ PER STAHOMO iPEC1FICATKINS e / / COMPACTED SUBGWe / �'• +'o ZZ3 / (OP OF KEYSTONE BLOCKING MAST $TAIR$TEP,:IN t/r EXP_O" JOINT TRANSITION SECTION fO FL0WLINE OF CHAT{KE MI&Dept. $SEALANT (Mfn DeptA°i Sealant = 3/d } (- 1• MINIMUM DEPtH r(PICAL. EXPANSION Jou+T. TYPICAL. CGNTRACnON. JOINt eo' FOOT SPACING. ANo AT (• 5' SPACING) (�T) 254.2 ' \_ ALL OTHER JOWU;OS WITH CONCRETE STRUOWRES EXPANSION JOINT CONTRACTION JOINT STANDARD CONCRETE �CONC. RIP -RAP SIDEWALK DETAILS SLOPES AT CREEK SEE DET. $MT. 30F 5 \ N,T.S. 1/4" R - (tYP ), 4•- Cr WIDE LANDING FOR JOGGING TRAIL ' CONCRETE 24' e COE 4 -� ppWN 4•-G' MIN. CONCRETE SIDEWALK 1:12 SLOPE 1r LIGHT BROOM FINISH It WITHIN UMTIS OF RAMP e'-O' MIN. • CURB RETURN EXISTING CURB AND OUTTER RAMP DETAIL \, N.T.S. I I`I III ` I / `/ Li. tidPc rE NL r ��•-�� fL(OUT)267,96 �� _ rl '�'�'' r �/� 1 .1.43x' DROP 1 �% V-57 -_� •�'+ •.. / .- .+ ems � \� / _ \V I I I t\ TP 26 .00 . ®, ` y -"`�✓� '� - ,r i '� , 5 • ' FF i t FL (01 282.00 ®/Sj/�G SSOR zi P r��► r / / �„ r 1@l� 27 50 Q 284 M.) r .,`3p, WER Exist ,; 1 P , ,,..f 1� 1 0 ( 1 CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD t J i 0 q �. R. rr o o V % I ` I • \:" , \!� 50 E . 5 5 7. I` O r' I I' I I' I I � w' A ❑ � I 2 �N IAAN ; W ..,•• O.O I �' ` 1 1111 Jill ;• ` . �� \ \\ s ! t /j 7 2 1 �G✓ 40 $ C,? W6NS 0 - 25' nQl�l O `� _ ' I �' t i i `I I I I I • • . 2 ®\ \ I ••t" \ \ \�a C P �, / 276. 1 I III • ( l\ \ \ 1 TP 273. 4 I-0, r 1 I I I `I I (• \ I \ \ \ C7 ` 50 ' SILT FENCIN40 • \ N, i • . '��` ram.' �\ ! FF 276.5 j III It �� \ �' �� • ' \ ° �'� q <<t \ �- `� �, • • `�� 1'S •, \ \ \ DTP 269.35 \` `"- ^- • i� �� • NN 100 YEAR fLOOD PLANE �• \\\ \ t v O v. 275 1 • 1 \ C'i HC /" \\0.\ 0 TYPICAL : CURB & GUTTER SECTION E;x14 Smooth dowel Bar ® 12 C (grease one end) t± rJ r p #3 Bars Preformed Metal Joint for Load Transfer CENTER JOINT DETAIL n.t.s. Cl 39.26Ft 90'00'07' 24,99Ft 24,99ft NO2'55'09'W 35,35Ft C2 39,27Ft 90'00'01' 25.00Ft 25.00Ft N87'03'53'E 35.36Ft C3 39.27ft 90'00'01' 25.00ft 25.00ft NO2°56'07'W 35.36Ft C4 133,11f+. 152'32'12' SO,OOf+. 204.62Ft N08`32'12'W 97,14F-t C5 16.09E+, 36'S2'13' 25.00f+, 8.33Ft S66'22'13'E 15,81ft GP�T PROP. � Fr 293 2?4y ' � Q �aiQ 2•QI /ci<. � :� , 1 ' 1 \ � HC{l-� 1 / ` 1 _ z '*`1 e' ' �; yyp�i €•y,7 ,J �.''i � dip y a {},ii� f +4T 4 a "D \ ;f` \I ' t \� .' / 1t • Hi'• Iv?y F{ty`iw,..�IY Yb 1,N ?�{ } \ R -'1 .•fl/,j% 1 �� ; �� i�� i,� >`a' <� � III ,� `�S y� �r� il� v I �r ?�r•�'r . A cr 4t s 1 a t, 1,�i. 1 U r•\ � PG 1 � i`` 1 I Rt r��t'��c�iIN v-F�rS� r.lge't 1 .I. 9�� .+C '-`''iP 'j.93• I FAN " � �' ,'?!y. / t 1 C' � ! 'e✓F .-� rd a sZ <°3 r r,� ` `Lt ' 010IOLE JA x -xµl€CITY P d Y, r V '1'•.! 1C `� Y 86 \ .+'�" '�-L i a�v'trz"€"' i. i i �, �1 a `'; 4�0 A ER O 1 - r ] a 29 ®U. o a o `yys /� i1 / \\ \ ✓ s ? S t jh/?_> r a o 4 1 If I., �p CIA� G 1L ING Lit \ '� yam_}•-�_'z 1\ 0 gE FF /' ( 57 ''•' '' "'. t i F CLV$ 11G 284 / 283.5U TP i89A02t •5U .,,, •✓ -r-- OLE � � ��. / ` gUl TP r ,� (glJTi r 5AN 5NR µANK } \ 1 ` / 1 ` I ✓ 3,57x ��f 'VX%:4i woo 1IC ... - o t �3.g8x�E �✓ .F L SNT \I _ s� �! r ® "r SyLZ FEKGG O>< l DVN � -_% \ 1 I''' �f •® JONCToON � e'er k "F[•i1�4r, 2T1.c6u50 p0� FL' \ NOTE: AN ALL-WEATHER SURFACE, AS APPROVED BY NS W�TER 0 THE CITY OF COLLEGE STATION, AND THE ENTIRE RE HY • - ° '" WATER LOOP INCLUDING FIRE HYDRANTS, ARE TO BE �! INSTALLED PRIOR TO THE CITY'S ISSUANCE OF A 4 0 SG I t ,WAIF yAL1E ,1 #W 4" Smooth Dowel t 012" C-•C 1/2" Preformed Expansion Joint (Grease One End) Construction or Expansion Joint in Accordance with TxDOT Standard Sae This Sheet Specifications Sec. 436, 1982 Edition Seal Joints with Rusco '• #3 Bars ® 12" C--C each wo Sealer or Equal. Refer to C.O.C.S. Sid. Cub do Gutter Detail. this Sheet. PARKIN RIVEWAY LANE- --PARKIN BUILDING PERMIT (FRAMING COMMENCEMENT). NOTE: BOX CULVERT TO BE PRECAST / REINFORCED CONCRETE. GIFFORD -HILL & COMPANY, INC. or APPROVED EQUAL PRODUCT BY C.O.C.S. ENG.DEPT. EMBEDMENT PER C.O.C.S. STDS. NOTE: EASEMENTS TO BE DEDI- CATED BY SEPARATE INSTRUMENT BENCH MARK: TOP OF EXISTING FIRE HYDRANT AT CORNER OF COLGATE DRIVE AND CENTRAL PARK LANE ELEV. = 277.96 TOP OF EXISTING FIRE HYDRANT AT CORNER OF EASTMARK DRIVE AND COLGATE DRIVE ELEV. = 277.58 NOTES: ALL GRATES ARE VULCAN FOUNDRY SERIES V-5700. SEE DETAIL SHEET 2. (1 -800-MANHOLE) TOP OF CURB IS TYPICALLY 1' ABOVE FL OF PAVEMENT. SEE DETAIL THIS SHEET. ALL RCP TO BE CLASS III CONCRETE. pgLE MUNICIPAL DEVELOPMENT' GROUP 303 HOLLEMAN DRIVE EAST I� A�Y�IJ�J COLLEGE STATION, TEXAS 77840 (409)893-5359 Engineering • Planning • Surveying SITE GRADING PLAN "UNIVERSITY COMMONS" COLLEGE STATION, TEXAS Prepared for: CAPSrDNE DEVELOPMENT CORP. 600 LUCKIE DRIVE #424 BIRMINGHl1:,1, ALABAMA 35223 (215) 371-0020 i a 0 6 a If f Z> 0 f i i h j 1 I • i �� 4 i I. i - I 1 INNG MTDD :0) C iNN 0 J_L N\ CON v 0 TN i Tr Irl C((3)LLin�LFE s C(D= STATHONg 9 TEXASOR i INDEX QJUN199 1994 SHEET # TITLE f 1 SITE GRADING PLAN 2 STORM SEWER IMPROVEMENTS 3 DRAINAGE STRUCTURE DETAILS i 4 KEYSTON E RETAI N I N G WALL SPECS 5 MISCELLANEOUS DETAILS _AilOF Ill PREPARED o —_ APPROVED BY: PREPARED BY-0 11/f Ul\\HCll1?_A_L DENVELOPULENT C�'ROUPCAPSTONE DEVELOPMENT CORP. � EL CKE DREVIE 4W4 ORTN; DS600 ^, BJPJ��1(,GH q ALABAM�. 35223 �� NORTH Igo BARREL, JRo — CCOLLIEGE � TAT101� TIE XA� PHONE: 205871-0020 �i�s,��•��"'�,� .�°► REGNSTERED IPRRROFESS ON L h ElIG NICER NO. 60873 M.D.0 a , 73-0006 � TYFE OF iIP S1"t„ (In,) I 30 (im ) I3 4li I 6.Y. - . RLP., RV C 5.9. 30 b t21 - 8 9.1 -; 3 - -" �140 - 10 tLl I34 16.0 ' ,2 l68 19.5-. 42 .. 242 -- D.I. P" ' 24 2s3 1 48 - J03 36 320 54 177t6.•; 36 333..1 s0 t4.9. -. Y:C.T. _ 6 . 74 13 2 8 T 9.5 34 .)5 2 10 tia 36 I .3 " --12 '15.0 1 39 1 205.- 16 175.1 4? f 235. 18 210 45 A2r.Q. 21 �2449 1 31.4 - Z4. ` 290 ". 52 .' .' 352 . - R.C. P. -1 -21 300 5r.... 405 24 335 : 1 60 45 . 1 27 370 -1 64 '- i -97- TABLE OF 00,JENSIC,13 P:FE SiZEi A (Im l f[' FC on 1 tt�4 —' 3 '9�wi � 1 — f 3.77. 1 6 f�a T11 562 8 T1 7 —6 I 8 7 52 10 7 10 9,11 12, 9 12 11.19 15 11 15 13 70 18 I 13 IB 16 75-. 21 I 15 21 19.70 24 la 24 22.47 tlrrUtJ IN HELD v.•,. UPSTRZA'.1 CR _ { I IPiCctE`SING SfATiOPIS NOTE. I A , - , 1" `� ( SE MOTE )T, TO BE USED WHEN CCI'V ECTitIG CAST IROtl OR STEEL PIPE OR lAL -5 -- t TO CG,'NCRETE PRESSURE' PIPE 8 ON ANY BURIED FLANGE. ,fLCIJT ,`FL}lN; ( l 7 fNOTE DIP SHALL NOT BE DETAIL 4-8 JOINTS • - •corinNvpuS r.,RcuGl-i , S JOItI IO X 4 .OIA CREOSOTFD SIGN to lHCLE TYPE 4 POST (hry^I t+Ed)tRED ON PLo?S ,INSULATED FLANGE CONNECTION ON CONCRETE PRESSURE PIPE mo. WARNING Slcr r lAArlFCLEIG, PAC CCNGULET CO`aER 'N/ GASKET l . ... ..�. ,._ ..��._ -" -' , I• ALL JQINTS AT MANHOLE SECTION$ & OTHER OPEN OR COLD 1 1 _ JOINT! OR ,LIFTING HOLES: SHALL THOn011GHLY FI__ED WITH SYNtKO�FLEX OR,OTKER APPROVED• MASTIC WATERPROOFING Rta1 tiA:S. 1' MATERIAL. (. P, .) 2- CONCRET;r FOR MANHOLE' BASE SHALL CURE FOR .MINIMUM OF 24 HOURS 'PRIOR To PLaciNc .AoolTlotlaL; SEGr1Or?s: - ;•, 3• POUR: BAST ON, FIR:d . UNDISTUR ; D .SOIL, IF 'SOIL . IS WET_ M60DY OR SCFT'THEtI"UNIDERCUT•:Uti5TABLE MATERIAL S 2ACKFILL WITH ':. COtMPACTED CRUSHER.'STONE`'OR GRAVEL. Er1A.sPL)"- _ :- -._ - __ -. - • :, .... t + s f DETAIL:. i r 'B. "' I '. . P CE MANHOLE STANDARD CAST IN LA ..:'CURE.. A r41N1ld Urrt : Vr-CY nv1JR.3.q:r vnc. ^x4!.I F..a `: ADDITIONAL`: WALL'-FORrdS AND '-. PLACING" N R=T IN ;FORMS..' CO C G,. 3. PRECAST , MANH.O�E'..SECTIONS' SHALL', CONFORM, HALI ; BE '0" , RING, .;.. TO ASTtd' C478. ;.tl TS S'. GASKET,D."iN LIEU OF. THICKNE55 'AS: $?ES!. It1 G478• - THE' MINIMUM, : SE FOR_hIANHQLE;RISERS. ,SHALL. HE` THICK.N S .� AS LIS?ED UNDER- WALL 'B'.: IN: THE ±. - 3 4" SEE SPECIFICATION S:204 DETECTOR TAPE FOR. INSTALLATIOtt YELLOY! BACKGROUND BLACK LETTERING ..IrA.S5 TABLES OF ASTM C76,' RE)NFQRGED, CONCRETE. AT MANHOLES., E / e... DETAIL. I_ -A ` t WARNING, 4.. MANHOL,E : CO,VERS NI Ll BE MARK E.D ' SAriLTaRY SEWER' PICK BARS/CR LUGS;SHALL.ALSO:Ec Cfi ` . I \!'� I `� V. P Ap RO�IED, FOR Itl MANHOLE COVERS, NO QPEN H01 -S ALLOK_D IN . t COVER. THE,CAST IRON' RING APO COVER SHAL',L B - PRECAST' MANHOLE 1 RNISHED ,a. INSTALLED . e'r COrIMACTOR ; -„ UtIDERGR04 N0 SEWER p r O F OTING .THI KNFSS 'AS 5.:MAIlH F, : BASE, :OR.'; F0. G .! (ASTM C478). CONTACT 1' z.. FOLLOY/S CITY OF COLLEGE STATION ] I. SE( .0 2 �� M IHOL� . DEP7H tFT.? TH)CKNESS:ilt1) Zvi a Vol V op. v 0 ov, OUT f[AS WAS, Fs s WN , VOW WAIN A won, KAM VA 0 TAT jq h I? A a I:, W: ti�� .Z� N I AT EtA _24 ... ....... 474 ti?l� 4, HOT .8 j 7777777 'd. N, 4. E145 ii.; P F R SO j::, T ITA, "'i" % IJ wv j OrI �l, 44 0 x;� % 'it �"', Ej��L" F. ; .6 7 glt, - '�, " ; 'I, 1 1::, . I .1-7-7N jl�, �W 11 2 jL67 GAQt 3141 .r PIPF,.FWIE-' �x d PER j 4, ING gcb� F T ;R TO PIP, -.w OZO49 AR 'tiA�TERIALA$ANO' 0 P.' z % A v, 7 91 r V� fl 4 �4 Cj f Bt,'AF r L_A A� or 41!W"T, lr� 71i4_1 v X Lo -oo t I - �N,; �, , � PIP 44�-,kt, �, '. 1 4 . , 7" " �_ 'i . . . - � t , , , _ ,, �. -11 ." 'l , ., ., - , I'll 1-1. , . �, : I " ��, I , , , - clti L % . , I , (Y;;_;� n, Z7� GALZ- �CAP V :FIX V' FU Q P R 7 �6bvt,iil�,'Pm C;Om,�,�cft,5 - RASS r -GROUND (.EVEL'- 43 RE UIE�FD; -LOED IV, END� (a otx` WILL HQLtE S, EAC)AI END STD.' 'AYT;,,PL,-0. TO FAcH� p EMB�Ote IT.CLA E .-D T -4- 4 �'C DETAIL 14(jV45l E_,_5Tf "'a 1(4,F N, RIP, . .......... __, NT11 Dt AIL� N,W BRA35,'�FLLG lZ SCH� 4 01 GA LV PIPE' DrTAIL 3 1 D .7, UtRED 7;_ :j re .. , I I .._: : , t 1A I TOP YIE_� I I no HW� L b� AIL - kilt; 9ETAI, SINGU SERVICE� � 0 "': � �: . , - , I— . 1-t . - : -' QF PIPE; ANCHOR x3 45 SPijALTDRIV- PAVE MIE NT'R FAIR, a,; PIP e "PL9c; L G R AV E I-, R I V E PAVEM E N T, R I % v` -ATER MAIN At, M 'A s 4 TREN It PIPE, EMBEDMENT E t; a TURv. 717711 �7177 IOTE ?) .,7 H 11 CONCRETE 0 Qq K; tV3 — "N, ryPIC LECT MAT --R SE FU1 L F-'- %6�0 Ve % "T -AL) TA -T-T77-1- .3 pRq �.Z r - `�,, " . 2. MIN' F DE IL) c.'::' -4 l'- E r2",TYP IU�4mlayu Y� 6, �$S� THQ'T"L"K'N D L .�NV 1 ad IMANUALLY CONSWO E, v, I MIN, I ADN ARCH -WIREINF, . PIPE FT C;/.Z� l�` PL.ACE-TO 5 ARC CH, BQLT- JLL �ALI� BC/? 'ARC "A T_ )UND PIPE, FILL -ALL I zx R AC 1:�V ICE cot f LINEr� BLID r r. 11.1 Na r-rx tAJ L EE OF -TAIL ONS LI 6 3184 1 _A r,UT RFOIJI N J,i; X. DE : P) 3 Pq All u 4 0, Pip, y- IF f -i(�A) vi, (�o AT,dpTim.Um' MOISTQ ;r7,. 6 LIQHTLY7 COMPACTED it 17 . , _4� l' (SP�bE�t LI 5 'INTO �DE"lit wc� IA D_ JALLY V �T :M R�-LINE, lt - --i": fft Yz _7 v N1 J,� p 'Z 'o yj OT AW F1 -f" q 2 41� C1, 't i, t. u 3 T N-, ".4 W I i � 0^0 4j, JJ j 'Wi "R A �:" -, �, I I Q IWA.- _,_04, t g pF p -7, SEP: tit, Z 94L�,-�'�'�' V ft-- q '1w �K* colro woe 7, !4 N"N 4 �;c t� 7 ;A SJi R 4, 'N (41. 1p U t; t MV kmg jI NO E,� r PAINTED C AT IN-- w-5 -4-1 l, Sc I To PLACE :FIF�r j14AFQjO,8E :7CIFICATIONS FOR WITH r.QRRFNT SP. PA!NTiNG /12 m!A X _ ti, : I - 8� MIN. i I-Z' MA. '12' 'OJOS ROUND�_PIPC�� MIN, 12 MAX. L . PE.; $TEEL'CARR!ER PI, MAX�. MA t 41LA LLY QQNSOL-1QATE �17JAr?DS'T BE INSTAL', ED 4T� q CL. a CLASS �A -MODIFIED C LA5S I EM6EQMF_KT' 10), AS. TP� 'RoSsInQ 3, (ONE AT. eACHr V -: $Q P�-,=-VERT UtjAU,THQRiZEo '13, (CHIL tREro CLASS CLAS7 C', EMBEDN -NT ASS EurnEN T E 6EW ENT (QO NC. R ETE, ARC H IN: FrP4 - Vi'ALK�NG r PIPE. 5 � 4'D FALLING' iNT077 'r EMBFDNIENT��, L (N As PQ -!,4 ME- _qEO EK R FLOC, A,$p I N,AS.HL). -�p IT CATI NS' FOR'EMBEDME -;,, K E VIS -304 0 MATERIALS: NT it sF - . j zitt riu I p. 4 zr.Q., E ad QR.'dEBRIS,,LARGER THAN'T,-, _p ROCKS,. LVMPS.'CLODS. , ',� i�- 'll - � L. . .� i_�. . , I P': 0 LF ON INCfAES IN THE LARGEST..01NIEN81ON OLYWRAP (FOR . . I I . - - r l -1 V, It'l AC VMI�i T-RIA w, q Bc/6 C 4' -0 v 'T77 DETAIL. 4 B-I Iq 4144,4 H.�Lj 3� BANK RUN r AS REQUIRE FjIVER., SANQ WHICH IS FREE i"! �,v VJM krt MATE�RIAL AND WHICH. '61- D. OF OETR14 OR �'QRUA �-F �i . 4. BARS D' r ffi N7AI_i,qUANTITR�5 Ut, U.Af. 71" IEt E C _K 'PIPE,, QUARD .0 IL. TESTED BY ST ORY CRU' n -TS'THE F( �pE ViREMENTS, ST oAtfoN THAT PIPE- W ILI, NOT METPODS., ip LOAT OUT, OF PLACE s, -A w 45 (DEPTH .,VARiE3, V�A�'4 I � �l 6 1 �, ti�, 77 WHEN CONCRETE 15 FLA LIQUID LjtilT AS REQUIRED BY -4 'A' mxximum PLA 15 �p 3, TO PIOS PROViDF' ?AVIM x 1/8' THICK H045 4, �A�m "!7+ ml%� i;", - , OO�SIFVE' �'; ;� 1, � , �IPE ;.Y' STICITYANDEX I MAXIMUM PERCENT PASSING 7777 D.LP ;PV-C� a �'A -7 -i-t -13 T717 7777 :1,6�3 , ' '� �34-� _76— 7i-14- 20 21. EL, 30 i Y1�4 e J mTH SIEVE 4 MAX, a MIN /12 MAX. -N WET, SHALL y TH VH- TA 13 L;7 'i'l—c J4 9AW LL BE r MAi-ERIAI SHA MINIMUM 177�;,T "'m 16 AtID all IN THE HAND. to Fcmi A EIAL:L WHEN NOT AQHIFRE11 C D E '(RIGID PIPE) :OR A 4 FEA GRAVE "T 7-7- r lf� "W9111" AwAllow FINE GRADATI NTi�, �j RUSHE STONE, J Isy'v"aw .7%, 7. �9 4, _4i !t"T " , F, N - ' CONCRETE ENC 3 ,1 ENT CONCR-Ti j7 FQ R TRENCH, STABILIZAT ON w K AT, 4" SIX m i D. CRUSHED sTct, F'. OF DURABLE BY, C.Y. 'ACTUALLY PLA, ED -,T PARTICLES (FLEXIOLE ii;ialiii ER TABLE, pfqk."jv 'q�fq �j, w ULF ?,� vij,'if-eg 6'1 0. -K y" " "r 1' PA I D PA D By'C-y -P IMP CRUSHED STONE OR GRAVEL �C,QN$ISTING c Y.- PER 1,10 0 E- "4 ky" r J�� 4 :L�. I . - 7 tmlxl#14� 40; YAW9�1 w Ae", 4C, v 4 V4 LESS THAN 211- 15 60Y A T N.. 4 SIEVE n Ir ANG MEETI;�6 _THE' FOLLOWING .yIR EMENTS 7711 , 0 'It, , ? pA S S I t1r, 34 a SIEVE X�t 10, 1CF N -A T t; "k,11, R61, PASSING CCN _-rF. j.. 10 SIL;iE P 3cco PSI, PA -ANI" Um V.14m SSING, t R V _74tv ilisp F. RO.GRAOATIQN ST6E. $TANDA LLI CRUSH X 'G OF CRUSHED-ST 5 CON�13TIN 94 rx#,4"�4 MEETING' THE -4-, 1� �Y ;�,z -t, 4" -FOR A fti V;P W NG REQUIREVENTS BARS, I C g�_ T CURABLE PARTICLES "AND NOTES: I ;:"_v -C Ej'ZH FACE. tool, T�t� r 1. MINIMUM AND MAXIMUM TRENCH WiOTH, SEE sit'; NATV, PASSING 2' CITY, OF COLLEGE "STATION STANDARD , SPE IFICATIONS. 0- SIEVE ;!i �Nq THE r OR'S OF LIEU OF SHEZTING. Ico I& 7, 11/2 , SIE 2. AT -AND SHORING OR wimmo SIF MEASURES;TRENCH PRO a -,CTIVE t: PASSING 70 16 TION, IN 2- i4 'w OUTRAOT 35 PASSING 3/4 -VE _5% 7 O�15 % BACK FRO", 71 , ,t'., 0 ft A'POINT '12' g 4 SIEVE pAStjtjG �/a WALLS MAY BE :SLOPED WIDTH TOP OF'PIP.E.(Bd IS TRENCH E�V ABOVE D 1 eAuJ, FACE (EQUALLY 5FACF_rJ TION.'SHALL BE L PASSING N, 4 LESS THAN 2% 3" 0' 3. C�RUSHZD STONE FOR.TRENCH STABILIZA I cldrwls- 4-0 1 sitiG N.. 10 SIEVE 7 it 5 BARS VERTIC.AL IN' V AL -TT, F PAS AST,4 0 .104.f Aj:2 0-Y 9 -STANDARD GRACA AS DEFINED IN CITY SPEO.WS T Is, N :1 m P T .304D F MIN.* QUANTITY BLOCKING PER CUBIC YARD OF ACTUAL lk.1.4 TAml _,qA:, 1 36 1 q. CQIICRr-TE, (FOR ENCASEMENT, FILL OR $HALL�BE PAID FOR IT 3: A, poll F SHALL, BE MEW'RED AN PAID, F R 4� TE k T T IN- AT.LEAST FOU AT LEAST,3,OOQ P51 AND SHALL T-O' MIN. COVFORNI TO ASTM C94. THE COMPRE351vE 3TRENG H OF ORDERED. AND PLACED ER OYdNZ FIELD REMESENTATIV=. it THE CONCRE SHA LL BE 4. CONCRETE ENCASEMENT E ;9;,K 1ICASE?A1UT.ALONG THE H OF F' 4) SACK. �OF QEMFNT PEA CUBIC PEP, TABLE I FOR THE LENCIT "0 CON ED lA CITY-,--eF._.QD L L TATIO CITY C , 0 '"'t R LINE OF THEi VARIOUS TYPES OF PI FF INSTALL- F T YARD. i WAT. R 7 j - "" *` I E', DE CENT E-: PAR 7- VVAT R:; �DEPARTMENT LY E:,l',,:, % IN GENERAL. DEPTH SHOULD ECUAL OR EXCEED HEEGHT ABOVE fIP415H GRADE. PIERS R NC `:AIR, RE.49 4S, '��YA % Ir it 4 y 7.% -APPUR FESSIOtLd.L FliGINEFR. APPURTENANCE 4 TS TALLAT1QN,'--';-P —t..T w "A l_:, TO BE CES;GNED BY A RFGISTZ PRO TENANC `,,-SRE F SHEE L % - A DETAIL:4-G COt CRETE PIER 'DETAIL �0_ EDMENT VAR D N4. DETAIL: 4� A i, F"k k, %l 'V� WATER V111 3 /-'3 . � : , _ , I I - - -, , , . - it I � 4 c, ONO; ot-TAi�. s �MBE PIER D ETA I I- DMENT DETAILS b tf, Z4 TOP VE59 BE FLUS13�' WITH-,' PIL 7 7 24 Xi TO Grquna TLY:':, "JE :,QRApE i� -, q ED_T.KR.EADED, CI QJ3 , LIGH RJ, Q ji� r u i 15 It I e d aQVE'' NAT URA12',`QRJ0UND (EXqFPT,., 1EXC62-21: A t; 2 'AI'Vpl� PIPEL NE, W%ZtNING SIGN THREADED CAP 6^ . M,J. GAT F' yA,_V ED 2^ CALvANIZE WITH BOX q a FF[ e, lt YORx VAQrE` CENTIFICATIPINI SiGoC' PiPELIf, WARNING S (71 .......... ...... M.J. :ANC46R. COUPLING X k - I �' 1, 11 �; , , !" � �':I :, , : �;� " . I I . J: "'A". VALVE 11) CATION SIGN NOTE FIRE K(CRANTS 'WITH M.J. ANC_ cgnqre a .-4. - , . � " l, , , " (LENGTH AS ENTIF' ST K A A.C. PIPE SHOES AR-E FURNISHED 0 Ap STE" IA1 �x (SEE OETAII t SCH, 40 (IALVANIZED VAL� c (�Dwl�kq j4otar. agx WITH STRAPPING LUGS. pp STEEL POST M.J. w 1CHQR!NG -V WNCRETE BEND (Si 5LA j`(ALYt�', EPA OR 1�1�4L-,: IS 'AS 5JIGN REQUIRED-,, OF TAIL: I cl VALVE .BOX COVER Of. '�WX j�,"Q L 4' 15, MIN EXTE11 CONCRET LAB WITHR( 2�: FT., Q F lTQP OF 4 , FT, E.XTV rta 610tl JO BE Is' MAX- 1.5, MIN. X. Alex �E W MAX. VA Qrs. BQX-):(SEE I tj WNGRETE' St, 3' MIN. (;ROUND LEV L I-'- ifj IlY, 293.!5 o a e) r T H.K. C 0 N C M A X. -7� E N Sw_ N 10 twirrat; GROUND LEVcL 3, MIN SLAB TY R -TOP OF T EXTEUSiC?i OR TOP OF m* X 'OF iTCP L LVE BOX ANO 2 4' SO x 4 �AO Vr t�o.Ar. Tle p 2" -6 ass PiPc� n NO LEVEL - 4� 0 Fj M4 iLUU N OF VAL. E OR. TCP OF CURB C_ CURB e 56X t S '�;ECA.Z =e, u 4 BAR LIN 7 Lu DETA 4' OR FLAI'G- I ILI I- 6 obOV'e C00-, 0.1 P. In/ 4' 1 15 rd imi GO q' Or klier 'r 'n6v ):.Q ji.Ser , I A. I - I . MJ FIRE Q :ANO PLUGf S;77\. FH ON�UNDISTUBOt�.V VAL'4E BOX c w (TYPICA U :r i3i ;r IF WiAtICH M,4.:TE- RE HYORANT LEADS 0 IN er G� AD PTq'? jlt%, w 4'-CR 57, (FLG.) ii�g, -)"To j5� I.1A. y E 2". BroSis- QOuplInq b CURB �45 SiCr E ATE VALVE 4%R"6, M� - - 'N VALVE THAN 18 FEET 1A "PT' FART i� Box T 7— m J, r, LONGER WILL BE CONS . IDEREDA YA 8 _cN ,;-, � ", , '. �- ��;::� 7 ��, - G* ui. G_TE VA A INI RETAImNG GI_A14o VALVE USD MAIN LINES a ANY CITY 7 CU. Fr. CRUSIwi__o -1 CU. PLACED �Cu Ut OISTUR 3r El ROCK OR CLEAN OF'COLLEGP E.::. 'EJ TO G M J. ANCHOR MY. PIPE MAY . RAVEL TEE IEF CN '.�ATER WITH A v . .... CONCRETE IQCKIN BK,�NCH M.J.� TEE WITH 13E USED MAIN 43STLR�_=Q EARTH c�; 2" -AL a G OR 6' FLG m CFTA!L� I H) . . ..... y GATE VALVE N�� i - .: -, _;I " , ". _ , t '. � 6� BRANCH X 'OC VALVE I ccv� -F) ANCi 2;1 x 1A.j CHO; A ICBEI (SEE DETAIL: I J:, E OF -1 1 "' w I VA L'I F pox TAIL -IP-' N C, 4 FN1_ BLOCKING 0 11 200N..l F Sl A' (00 NOT PLUG 'SEEP .7,: HOLES '41TH CONCPET �;�`,,�GAT E A A.- :,j,QETA_I L (Sorne as R ..4: 6' M_J. ANCHOR �OUPLING ug DETA L* 6* Al 9Q1 ANCHORIt 4 BEND 4"T ICK� CONCRE TRAIC+ff REEt Tz , � . : 1-11 % ,,LEAD, " -11 DETAIL YQRANT,� 'P 6L OR' BRICK �fz P ' OCK 4' THICK 1) (00 NO It Pt Uri 'A BET, HYMANT ON BrsrNZE �-4NSECT, 5 ' C 77 7" r'TE 1_VwPL N BLOCK (2000. PSI) �QP06JO (VARtA5LE,'LFNGTH) SET HYDRANT ON Wq'.(Q �Od of W,L Will Cb�ETE, STAINiES$ . -STEEL '(SEE DETAIL, 1�,G) R DETAIL' ;FOR FIRE_ H ptiNG m(APJ ER ft H- 64213' W/ (SEE DETAIL 1-1) 4' THICK CONCRETE VERTICAL RISE OTED POS Of? F ki CLAMP. 4' THICK CONC.- (2000 PS 1) WAaNINQ. -5 e a jr BLOCK OR HQLES WITH CON TE) Cot le sluo PlUO W124 _N=RAL NOTES� a.00K CR,:-fi4CK -Th i. Fitti-ELY G41AU::D E N DETAIL �RTH FREE 0 '"TO'FACE: 67 SHALI_ -BE PLACE CE —Ci (SEE U_-AILI 11' 6R- bit 'BLOWOFF DETAIL DETAIL' I-E3 DETAIL: I-C EXCcE - r 0 THE �6 RFJNF:CONRM ls� F1 DETAIL: I -A. AR06t, CAST RON PIPE T F NOTE, 5�' THE TOP OF THE,P!P;r 5, YPIC�AL FIRE HYDRANT ALL CONCRETE T 2 - _ BLOCKING SHAI DU . 1 -1" .. -1 , . , , 1. 1 1 . '. I I -LCcK;p4G WILL, P1 'Vie, RG QWO Al U ROVIDE A MINIMUR QF�;'Z 3�ALL THRUST :; % I, STRA V4' N.U.T a .,q" it 8' CREOSOT 70 KST-7-�, Coppc 6RCNZE 'IN$F 5CRE; iff! STAIN'_E55 STF__-L'I FT_ OF- a:rARING Oil, UNQISjjJRaE1 -WASHER OR E 7 SO. AREA OF: CQr;C;RETE 'i'�7— F- AT FOR BUTTERFl-Y W) $O!L, CR.. AS :DIRECTED BY: THE WILL /I (SEE NOTEl .6) RE 41 ALL PIPE WILL BE UWD SO AS THE,. EflTIRZ, 5ARFE1 Ef DETAJU k8 R -,AR VENT LINE �.�r EN 7v I. OF PIPELINE WAR-1,14 JjQ4s RAPPED TO POST HOStEEAMP, AT V.CCPe131NATION AIR: :ENGI,�EER. .7 7 -P :ASSEMBLY �ANO YALVE IDENTIF IC ST E V LVZ KJ, FIR HIGRA - NT TAI HAVE FULL BE ARIfv5 ON THE FINE:GRADEQ Sr SHALL A Pvr . gr;zs;�w.on rAP '-L—PIPELINE 'WARNING SIG -CUT_FOR gACH, a NIPPLE n 'A- 71 ONLY,. OTHERWISE,, M.J. GATE, VALVE a BOX BE PR PER THRFAbED WINECTICN, E �SIQN SEP 07�ALI COPPEPI a ? D, I 4 OUT51DE Fiv 1 ;TAI I N BOTTOM. PELL HOLE SCHEDULE' SPE'l -Y A in.) DIM B DIM. Gn .r I b is.) 6 r A 6�' 8.01 6*6 9. 01 175 12. IZO 325 1646 15.0 615 R '�F; Aa 5 670 2.50 FIRE HYDRAtir. 5-WATER MAIN WILL NOT BE FILLED,- UNTIL.'A4 ROTATING RING CEN1 rER LINE`, BLOdXIiiG HAS REACHED . 15QO PSI, 6- ALL GATE VA0ES TO BE: '0' R:NG 141RISING 1� STEM$j� TYPE WITH: NOI �J --PAVED E b. MECHANICAL MNT5' COMPLETE 'xVITki.-GLANO1Sj'0Q aFGA, KETS.: C, 0 COUNTER-CLOCKW15E (LEPT CURB a GUTTER 2! d. FURNISHED WITH � e 5Q, OPERATINA NUTS.-' ALL BOLTS 'a 144T5_1`0 EjESTAItiLpS',STE Li� 4 l.. OR A.316, ALL 7. FITTINGS SHALL' 88 MECHANItAL`JOINITS.'��Uftlusq :D OTHERWISE , PIRECTE, a -POE jOINT ACCESSORIES, B-FACE 57`�AIMER COttt4ECTIOtl,TO't/ARD'tiEp4iEST; -kDCESNOT IN OR, STREET. fEF, 7 OT?.JER-11IS5 )SHOWN Vi 'PLANS-:� _P 3' p, a WATER LINE, U.F.) r r ny civi n o_pqwzw� ZED COPPER PIPttrj IN TAMPED SOL FROM UNDIS� Kcr TYPE I j DETAIL; .1 F p tht,11, ELF 2'BRASS CLL AF-OVE a D. I.?, � WfATT E VALVE--., NIFPLE .—STAN DAR D 'M.J. TEE j ON BOTH SIDES �OF� PFER PIPE, _z EE �NCHORING TEE I nO. 1. R.Ain LINE M. OT (SEE DETAiLl I no. ?_ mAiuuNE M.J. TEE r !iA . T N_J.N A ' 'NL!NE TEE SHALL: BE I 'Ru"a e-l'7 R OISC �F. I I- N9_1 MA. P . L�Ct , Of 0 1 mjE AT 41NG: Sti U:��ut I R COPPER LINE FLFN : '7 �A� 1-t-7-7 J; -TYPE -2 INTEGRAL Ly WT —ER TO EE ADDED AFTU - � .: SIGN HIS NO -SE tSH Z'.PVC CAP. !F. CN AIR, Re -EASE CR All. 11 THE CLOS;:0 99� r. UU., J"TTERFU IALYE 'kvFZ?4 THE 'IALVE 1S. LINE, N LL SCREEN 'dV/STAjN1 --53 F'O'51TIC" Q_-i STANDARO K�i To CAST CIL BE FiJaD,CN� FPQ$ffE S E V LETT ALL QO P P LINES N nArLRALt CK-UNO (INCLUDING OF MANkLES), -m TYPE Wti- BE ?,7STAL g2ic; comPREss UNL,:S� 1) m- A L' 1 1) '�(SEE IJ 4 0 E ft GR PI R E L. I NE j, FITTINGS OTHERWISE x At TERIALS' . SPECJFJED_� 410 5CLCEREP VPA'flVENT FOB BID WOF WiTZRFLY `41LVE� %,W-L 11CLUt- INECrIONS, ALLVIVED 6EILOrd NATURAL. C;IW JD'UNF OJTE EIACXGRWID IN F%AN VIEW AREL C a i F-C T I c [IS y`4i L.INES: WhER A I R iFELEA - SE SOLOE- _%j E LJ$ED ABOVE NATURAL. OROUND', LINE YALVI:, OR 4 wivigiri'Am a UUM VALVE 1=4 TO aE 8. MAhkf�Lx_ WYctl 144, RING a CPVER),S)J.4ltLI LAX r"�E.q UP KJ FIRE KyoRANr 'ITY coLLEGE STATION � il , ` , I ". DAN, _ANK4_E THEN'THE�EJT81. RATE , t� PUACZ: 10 F��I --AS A, SE FAf CAST IV Tcf� CAST - NO PICK ALL0% QD IN COVER PRO ICE - COVER . W/' - IN - QETAJL� I 1) 'FOR E "a CAVAI Irs,4. 7 o t r I BUTTERFLY VaVES SKALL-: RE R MAR6.�,,,: 9r, EM aF_Q COPPER AIR411' IN 'E IVE a QN, BPTH 'SIO ATEr :TAMF D ES:CF 4UNZ , I� " 1, . 1A. SIZE Of �Lllil G FLANGE Ott jli�W rr_j Or -ER PIPEil. ."i PF CITY; OF. COLLEGE :.'-STATION A AND FLj 13 :Poxy I IT) 306l'� LINE sin". BL 10 APPt.Y-QNE(0FI.ELOQOAT(IOMILS) QF,CQ 2 c -R 144 , 7 7 ; �, �, � t I 7', (2)FiELQ COAT 3 18 �ACH).� V, TAR -BASE id m-�Kop RS� 7R TWO PI � � , I -: � i - - Of 1. n A./A I VP q I A01r I - . ! : BITUMA% I it; r KOPPERS 'OR ROSECOTE: T RIO W T. r a A DEPARTMENT,`, "j, u SCHEOP-LE SIZE A J', a wT, (in.) Diw(im)[01MAM)l Obs,) 6 16.5 1 10.56 1 '100 SCHEDULE L plm-uo�il WT� Obs 6' 13 70 6 05 y6 6. 3�: t 15 130. R.O.W. LINE 9-�6_ Md,' GATE NALVES TOt BE RESILIENT ��SEAT� TYPE`� IGFOR FIPE� HYDRAtiTS WITH Mj OR AC. 'PIPE S KO O'S' IT EM�- STRAPPING LUGS ARE� FURNISHED AS STAUOARrQ_ IL IF DEPTH FROM TOP tF 6PERATING NUT TO BOX EXC"�D$ - 5'- ALIJE. STjE114 WEISION 7. 7 �7 J�`JVATER LINE�Il 7 P777-7-7 R.O.W. LINE 61�Y �D:F: CQI�LEGE,.�; 5-TATI WAT E R- 'DEPARTMFNT:.� TAIL r 2 TA 't 'F DE ILl ALIL� 5,, 1 W FLAtr=- 'W: 5HA BE JNSTALLEDWQH 4,04 ORI316 STAIN-- - l- 'LES". I;TEtE.L, O:U�S`4, Utf$5 MO,ffTAW, COAT' FL(is, a BOLTING 7 `lAPPURTEN SHEETS 141 GATE VAY E Ir - 's 1�, Box FLING (SCE, DEM COU QL —LAYOVTS AP T� 'SHEM P U EN��E JNE�t� , - PIPE' RNING IGN t:",: , "VAL - I., 1 1, '':1,11 -1 .. -� -,, - , : . , s I ,ANQE 3" DETA F-w H �D�, AIL T :�FIRE"!:HYDRAN T vE C-ENTINCATIOA SIGN a L otj la 0 u, AL A_ VALW'- SIGN AS'r Sj��,Vjlj _pLXJ$ L _ANCHORI tip T J �ANC.HORIN( Cou PLING ....... X -'A C.D F. QA. Wf F!N Otf ENAf. !El ;4 DETAIL G 1? p FIR �.,HYDR ANT-i�� QU j. -SIGN AND CGE,P CST FOR f 0 -A�7, CITH�F' 'U'Aabi OF, I IT S=S AS F S' ED, (QM IT ING C : ft EA IGN II-STAW,: 'BUTTPF1-Y., VALVE DETAIL �4 VALV _E, A E; T .7 W3/2 YQRAN T� �BER CU VALVE.SIGU aLA.NKj,' fN �1:5 Pl;.% on ... 11 1. 1 . I d .1 , . I .. 11 1 . ..... . 6 :_ , i p, 7 77 7' x Z :i- T.,; J. a NOT E.: CLAYS, SILT A ILO, MS OR GENERA _T NO ES�, OILS E REQUIRE SH;` Ok' RACING. > (D GROUND 0 0) (D 0 CL.- L0 WATER, REQUIRES SPECIAL, , OSHA.. STANDARD 29 CFR'1926.650:'SHALL, BE USED', T R EAT M E N'T. FOR THE DESIGN OF TRENCH SAFETY 'REQUI REMENTS, ANY. CONFLICT 'BETWEEE�N TH IS < A DRAWING, AND CF,R:1926.650 THE OSH STA N D A R D! S HALL PREVAIL. E E cr_ 2. WHEN CONDITIONS ARE SATURATED OR SUB 'ERG M E D E E T 1.4 N G USE TIGHT SHEETING. TIGHT S H, EE REFERS Q) :0 THE USE OF'.SPECIALLY —EDGED TIMB ER PLANKS AT LEAST THREE 'INCHES THICK EET :STEEL SHC. PILING OR HAT WHEN DRI SIMILAR CONSTRUCTION T VEN PLACED IN POSITION PROVIDE, A TIGHT �WALL :TO, RESIST'.THE LATERAL PRESSURE, OF WATER. CLOSE GROUND LI NE SHEET -ING REFERS TO THE PLACEMENT: OF'PLANKS SIDE -BY -SIDE ALLOWING AS LITTL�E SPACE AS POSSIBLE BETWEEN THEM. 3. ALL SPACING INDICATED. IS MEASURED CENTER TO 4. WALES ARE TO BE INSTALLED WITH 'GREATER DIM - ENSIO N HORIZONTAL 5. IFTHE VERTICAL DISTANCE FROM THE CENTER. OF7HE LOWEST CROSSBRACE TO THE. BOTTOM, OF THE TRENCH EXCEEDS TWO AND ONE-HALF FEET, UPRIGHTS SHALL BE FIRMLY EMBEDDED OR A MUDSILL SHALL,BE; USED, WHERE UPRIGHTS ARE EMBEDDED,, THE VERTICAL ENTER OF.THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH. SHALL 'NOT EXCEED 36 INCHES. WHEN MUDS.ILLS ARE.,USED, THE VERTICAL DISTANCE -SHALL NOT EX EED 42 INCHES. NOTE: MUDSILLS ARE. -WALES THAT., 'ARE: INSTALLED'. A PPROXIMATE ANGLE OF REPOSE AT THE TOE OF HE'TRENCH SIDE.) FO R_ OF.S"IDES OF EXCAVATIONS 6. TRENCH JACKS MAY BE USED -IN LIEU OF OR IN COM.BINATION WITH TIMBER C -ROSSBRACES. 7. IF SHORING IS THE CHOSEN SUPPORT �SYSTEM THE INSTALLATION, IS TO START FROM THE OP OF' XCAVATION 'AND WORK- DOW NWAR.D 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, AND BE RETAINED IN A EFFECTIVE N MANNER.* 9. WHEN.HEAVY LOADS T BE,LOCATED NEAR 'MUS -A N EXCAVATION, THE WALLS MUST IBE BRACED SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA TRENCH SHORING MIN]MUM REQUIREMENTS WEIGHT. 10. DIVERSION DIKES AND DITCHES OR. OTHER. SUITABLE �i MEANS MUST BE USED TO. PREVENT SURFACE : WATER OR.:IN'COM,BINATIOI", WITH TRENCH �JAC KS. M A( -BE USED IN, LIEU OF �ROSS �'BRACES. S�H RIN G IS HARD' NOT REQUIRED I N SOLI D ROCK, HARD -SLAG- SHALE RENCH $AF� T V, - j.�PR DESIRABLE, STEEL SHEET PILING AND�BRACING OF EQUAL, -�37� UTED FQR�VOOD. MAY E3E.:SUBSTIT _NQTH p j 0 m -K A ON s F p C, tt ;'5n I R A NON. 7 1 —1, qp rn ' x Sr� m d i J at t , F •3 . - �F. yy. }(F iT�l iVyyhhra•� 5r p y1N r�iy-F3�� X 1 yJJCe Y 1 x PLATE 1 • PLAN -PROFILE - F.A.S. NO. 1000 H• 1 e CLEARPRINT PAPER CO., EMERYVILLE. CA. ' N 5 1,Ad c-111 v i t I STA. 1 +58, 50 LT. '�.. / PROVIDE & INSTALL �— STA. 4+32 PROVIDE & INSTALL 50 L.F. OF 6' PVC _��- �_ 1-87 BEND M.J. (45') . 1-TYPE 2 F.H. w/ALL �` ECESARRY APPURTENANCES HORIZ. w/GONG. BLOCKING / BEG PROVIDE & INSTALL,. i-8'x8• M.J. PROPOSED 8" WATERLINE 'C' STA0+00 I i - L TAPPING SLEEVE & VALVE w/CONC. p /-+ Q. THRUST BLOCKING t `� ` 15. UT / I STA. 1+ �•� "�" `� 1 ��• �• V ITT Eqs _ PROVIDE & INS 1-8'x6" M.J. TALL I. fMf T `� Q_ w/ 6"GATE VALVE 9 BOX -r w/ ON ,THRUST BLOCKNG cu OR14 CLASS p I / €MgE. 400 / OjNFFr•T - � I. / Q STA. 12+84 REMOVE EXIST. BLOW -OFF VALVE & TIE INE TO EXIST / I 8" WATERLINE w/PVC to / AC APAPTORS /�� / / / / t0 J LLL- / / STA. 1 1 +90 PROVIDE & INSTALL �? ,- ✓ i / 1 1-8' BEND M.J. (22 1/2' HORIZ. -m/CONC. BLOCG_ISN�SIET.O-tA.E�Rr� Y• � �O� rr�' l I I _ STA. 5+07 PROVIDE & INSTALL S1-8" BEND M.J. 45' STA. 11+62, 80 CF.. LT. VObPC HORIZ. w/CONC. BLOCKING PROVIDE &INSTALL VA-V - �,,, -•- EA I � I I 1-TYPE 2 FIRE HYDRANT' C-2" STA. 11+62 �� I w ALL NECESARRY APPURTENANCES gt1 PROVIDE INSTALL 1 �'r` -/ / E E & � HOR 15 1 U 14 V E a 1-8"x6' M.J. TEE p 10 �w _ OV Z. OFFL . I STA. 5+53 1 w/CONC. BLOCKING O ER 5p i0 )F3° u PROVIDE & INSTALL E LY BB r �YG NklEiid00 = I UTIUT ASEME T 16" M.J. GATE VALVE / AC/GnryTArry /! 0 1-8"x6" M.J. TEE. \/ ` ?TLG� t; 4 trj-- EMBEDMENT) • t � w BOX, I -TYPE 2 F.H. ti i r �cLA " STA. 8+60 ° DEFLECT w/ALL NECESARRY APPURTENANCES PROVIDE & INSTALL r -�_ 5 - I LF 1-JOINT D.I.P. (18 L.F.) I I STA -'�16 . 6+ 1 � E_. � I 1 R 8" 18E � INSTALL (90') �\ I I HORIZ. w/ CONC. BLOCKING / / 1 V I , STA. 10+66 I STA. 10+71, WATERLINE -C' PROVIDE & INSTALL I STA. 0+00, WATERLINE "D" 1-87 M.J. GATE I -8"x 8"x B" M.J. TEE w/1- 6" M.J. VALVE w/BOX I / REDUCER FCR W.L."D" 16"1 I 5TA.1+75. END PROP, 6i i..L 'D' P,R9YIOE:ANq,IyS(Ad f i= 2' 00PUOUND `B.LO'dl-0Ff VAR4E (SEE DETAIL SHEET) � �1!■■r �® ` •.. 1-_ �w��l�l��l�■��1-a1�11iC11:�er�Itl:.1 try —��5�—�� a■ Ist�lst��•r�' ��i�t�i 1■��1■�� I�:�Itl�.a.a.aala ...1.,.. ,�.►�..1.®+Yllk�..®. ®" ��;!•11�....1..� ®I >��®� a � t��s�te.�ls■■t�■1�11■�walt�■�11��11� �el■�IIt�>tll�� Ilnl.t�� 11�.�■w>• - tt a•tarA®■fie �� Itrt ��■■A1 i�■■��A _ 00 STA. 1 +75 Ll V I- Lj_ PROVIDE & INSTALL w UNDERGROUND BLOW -OFF z )SEE DETAIL SHEET) 7 w U �I � w ,'DKi4 C! 0 CEASS-ZGD — EXIST. 15"VCT $3 -�— (CLAS EMBEDMENT) STA. 0+18 STA. 0+00 BEGIN 6" WATERLINE 'Cr-- I PROVIDE & INSTALL \ STA. 10+71, WATERLINE 'C" J, I 1 JOINT D.I.P. (18 L.F.) PROYIDE MO INSTALL I= 8' x r x $• NJ. TEE w/RE RZER 16"1 I= 6' NJ. GATE VAVIE 4 BOX W / BLOCKING I $ •-�-- ---- -•- \\/ / / / ate. t i NOTE: THE GENERAL CONTRACTOR SHALL MAINTAIN. ON -SITE VCT TO DIP ADAPTORS (MIN, OF 2- 18 L.F. JOINTS) AND 16' DIP CLASS 52 PIPE. THESE MATERIALS ARE FOR USE IN THE EVENT OF A BREAK- IN THE EXISTING 15" VCT SANITARY SEWERL.INE, OR IF THE: LINE IS FOUND TO BE CURRENTLY LEAKING. THE CONTRACTOR SHALL NOTIFY C.O.C3.0LITY' AND ENGINEERING DEPTS. AND MDG IMMEDIATELY IF DAMAGE OCCURS OR LEAKAGE 15 DETECTED. THIS 15 NOT A SEPARATE PAY ITEM. THE CONTRACTOR SHALL BEAR COSTS OF CONTRACTOR DAMAGED SEWERLINE. COSTS FOR REPAIR OF LEAKAGE WILL BE THE RESPONSIBILITY OF THE CITY OF COLLEGE STATION. - NOTE: REFER TO G.O.C.S. TRENCH SAFETY DETAILS FOR SHORING DURING CONSTRUCTION. IAP ROVED Fs 2 94 CONSTRUCTION t t Y i• . t t -`GENERAL NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES UNDERGROUND & AERIAL PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL NOTIFY 48 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION THE FOLLOWING DEPTS: CITY OF COLLEGE STATION ELECTRICAL DIVISION: (409)764-3681 WATER & SEWER DIVISION: (409)764-3656 4. GENERAL TELEPHONE COMPANY: (409) 7794102 5. LONE STAR GAS COMPANY LOCAL: (409) 775-8416 LONE STAR GAS COMPANY LINE LOCATION: (1-800)6924344 6. CONTRACTOR MUST NOTIFY CLIENT'S REPRESENTATIVE (MDG) MR. NORTH BARDELL P.E. IF DESIGN CHANGES NEED TO BE MADE AT PROJECT LOCATION. 2_; WE 0 265 yl�a�= 4.c f�11i11��■®� l :,'-=i� IRL11 ." .@a,�L r. �� _�� 1 ► 1111�'Ii�lal41 L� Rmw, i.rl�j, '�.• 1 t 1 i UNIVERSITY., CPMMON$ 1 5+00 -- 1-tKl 7+QO 8+00 9+00 , .. ,.�.. . 10+00 11 +00 .12+00 1 +84' ORAwN BY: ,J-N- sT0KE . PLATE 1 - PLAN -PROFILE - F.A.S. ni/{{/f��/ ��^^jj ��jj11JJ((ff��jj ((//'�� N 0. 1000 H-1 0 M iD i.G tl/ ♦ LC Ott/ 0 6 2 � ^ 5 CLEARPRINT PAPER CO.. EMERYVILLE. CA. �r x 0, r PROVIDE .& INSTALL AX ( t-B'. M.J. GATE VALVE w/BOX d� Vert: 1'r79- �� O �� • DATE: 1! • 111 ' • , V"N� ;x- o V z z PLATE 1 - PLAN -PROFILE PA.$. h 0. 1000 w I 'MDG NO �000621 05 25 CLFARPRINT PAPER CO., EMERYVILLE, CA, Domestic Water - 450 q.p.m. maximum probable demand Fire Protection - Typical building flow - 250 g.p.m. with a residual pressure of 25 to 30 p.s.i at the top floor. NOTE: " BACKFLOW " PREVENTER WILL BE LOCATED IN CLOSET INSIDE OF BLDG.PER ARC:HITF(TP DN x 85rbNE LUCKIE DRIYEp#424 CORP. 00Daie: JUNE 1994 BIRMINCHAM. ALABAMA 35223 S F18 et 2 of 6(215) 37►-0020 II CLUB: Sani Dome Buildings Sani Dome Buildings Sani Dome Buildings Sani Dome Duplex (t Sani Domc SITE Tor) San] Dom( Fir E floor. M DG N 0. OCU62 1, 2505 j. 7'