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Site Certifications - 04/10/2015
ti City of COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION FORM & CHECKLIST (Overall Site Drainage) Old Town Flats (Project Name) March 26, 2015 , (Date) B1306579 (For Commercial or Multi -family Please list any applicable building permit numbers) i I Please fill in all applicable items in this Certification Form for Commercial, Multi -Family and Overall Single Family sites. A copy of the approved grading plan must be submitted with the as -built grading plan. (It is preferred to have the as -built elevations written in red next to the approved elevations) Use "OK" for items checked or actual numbers for items verified/surveyed in the field. Use "N/A" for items that are not applicable to the site that is being certified. Please provide an As -Built Redlined or Mylar drawing showing the following: A. Detention, Drainage Facilities, and Common Open Spaces 1. Pond Certification OK Provide Topographic Records (grading certification with as —built spot elevations) and Volume Verification Calculations. Show both the proposed and as -built elevations on the same plan sheet. QK Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) N/A Positive Fall to Pan (if applicable) QK General Pond Grading including all Side -Slopes CM Invert Elevation NIA Forebay Construction and Elevation N/A Spillway Weir (Location, Elevation, Height, Opening Width) N/A Placement and size of riprap or alternative permanent erosion control measures QK Orifice Plate and/or Water Quality Outlet Structure Installation QK Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) N/A Berm and Embankment Compaction Level OK Subsurface Media for Water Quality Ponds and Swales ■�INORTHERN ENGINEERING 1 OLD TOWN FLATS 310 North Mason Street FQ City Collins 2. Swales NSA Location (are they within easement?) NMA Dimension and Cross -Section Verification N/A Longitudinal Slopes and Side -Slopes WA Spot Elevations WA Permanent Erosion Control Measures (drop structures, riprap, lining) N/A Tie-in to Storm Lines, Pans, Curbs, or other appurtenances N/A Required Minimum Freeboard, Provided Freeboard N/A Landscaping Infringement on Flow Line? 3. Piaes oK Size and Type OK Slopes (As -Built and comparison to 0.4% Minimum) OK Pipe Capacity Calculations (if slopes are significantly altered from design) OK Invert Elevations OK* Installation and Backfill OK Cover OK* Encasement and Clearance from other nearby utility lines OK* Joints Type and construction 4. Concrete Pan Channels N/A Size N/A Slope N/A Cross Section N6A Thickness N/A Elevations * = ENGINEER UNABLE TO VERIFY. RELIANT UPON CONTRACTOR AND/OR INSPECTOR'S AFFIRMATION. NORTHERN OLD TOWN FLATS ENGINEERING 2 310 North Mason Street Fort Collins S. Inlets OK Size and Type CK Size of Opening (or name of Standard Detail used) CK Grate Elevation CK Invert Elevation CK Box Size 6. Street Cross -Pans WA Size N/A Type N/A Grade NSA Elevations N/A Cross -Sectional Depth N/A � I Tie-in to Curb and Gutter 7. Culverts NIA Size NIA Type N/A Invert Elevations WA Headwalls or Wing Walls 8. Sub -Drains CK Size CK Type (Perforated/Solid) CK Cover CK gackfill CK Geo-Textile Liners CK Clean -Outs .V INORTHERN OLD TOWN FLATS ENGINEERING 3 310 North Mason Street 0 of wort Collins 9. Curb Cuts N/A Size N/A Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces OK Overall grading contours of open spaces oK Spot elevations adjacent to private lots (property corners) B. Grading Certification 1. Certification of Grade Elevations OK Minimum Opening Elevations oK Top of Foundation Elevations OK Comparison to 100-year Water Service Elevations N/A Comparison to Freeboard Elevations and Base Floodplain Elevations— BFE 2. Verification of Site Grading OK Engineer to evaluate site grading compliance with the approved grading plan. QK As -built elevations are to be redlined onto the approved grading plan sheet showing the as -built spot elevations next to the design spot elevations so compliance can be verified and documented. C. Certification of Erosion Control Measures 1. Permanent BMP Measures WA Permanent Vegetation (no more than 6" bare spots and weeds under control) WA Riprap or alternative permanent erosion material N/A Riprap Bedding N/A Cut -Off Walls or Channel Drop Structures Cross -Sections N/A Sediment Basins OK Water quality ponds/Sand Filter/Bio Retention Construction and liners N/A Permanent Netting Mats or Blankets N/A Mulching and Seeding ■V I NORTHERN OLD TOWN FLATS ENGINEERING 4 310 North Mason Street a City of Fort C0111h D. Post -Construction Site Cleanup 1. Permanent BMP Measures N/A Construction Debris Clean -Up (In particular debris affecting the drainage) CK Smoothing of Ruts in all Construction Areas N/A Reseeding of all Areas Affected by Construction Activities (Usually enforced by the City's Erosion Control Inspector but the engineer certifying the site needs to notify the contractor if areas are not seeded) E. Statement of Compliance This certification is signed and stamped and by signing this form the Engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the As -Built plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any and all Stormwater Utility permit holds on Building Permits and/or Certificates of Occupancy within this development. F. Signature and Stamp by a Colorado Registered Professional Engineer Engineer's contact information: Nicholas W. Haws (Name) nick@northernengineering.com (Email address) 970.568.5414 (Telephone number) �INORTHERN ENGINEERING I Northern Engineering (Company Name) 301 N. Howes St., Suite 100 80521 (Company Address) 5 11 OLD TOWN FLATS 310 North Mason Street NORTHERN Old Town flats ENGINEERING Stage - Storage Calculation (As -built) Project Number: Old To: Project Location: Fort Co Calculations By: ',. Ree, Date: March 25, 2015 Pond No.: Paver P,��,,., Required Volume Water Surface Elevation (WSE) Design Point Design Storm Require Volume- 849 ft3 Design Storm 10, Required Volume= 6•' ft3 Void Ratio 409' Required Material Volume 16675 WSEL�ft. Minimum Contour Maximum Contour Incremental Volume Cummulative Volume Conic (X-values) IF ft. 113 4,972.18 4.972.20 0 0 4.972.20 4,972.40 0.03 0.03 4,972.40 4,972.60 31.23 31.26 4.972.60 4,972.80 265.54 296.8 4,972.80 4,973.00 665 961.8 4,973.00 4,973.20 998.62 1960.41 4,973.20 4,973.40 1194.39 3154.81 4,973.40 4,973.60 1223.64 4378.45 4,973.60 4,973.80 1227.14 5605.58 4,973.80 4,974.00 1230.62 6836.21 4.974.00 4,97420 1234.09 8070.3 4,974.20 4,974.40 1237.55 9307.85 4,974.40 4,974.60 1240.99 10548.83 4,974.60 4,974.80 1244.41 11793.24 4,974.80 4,975.00 1247.81 13041.06 4,975.00 4.975.20 1251.21 14292.26 4,975.20 4,975.40 1254.58 15546.84 4,975.38 1132 16678.84 4,975.40 4,975.60 125.951 16804.79 4,975.60 4,975.80 1 1261.291 1 18066.07 4,976.00 4,975.50 4,975.00 c 4,974.50 4,974.00 W 4,973.50 13 4,973.00 4,972.50 4,972.00 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 Cummulative Volume, cu. ft. D: IPmjects1379-0391DrainagelDetention 1379-039_Detention_as-built. xlsm I w m 0 0 M 0 g E Z N M E N U 6 i m 0 m LL I T a 0 0 m jno S' E :Ul N Ull 7no n S N Z :uj N N S r uI lip O V L C UI L :U- O O NE n J w w N = Ul v ee 0 O Q Q Q @ @ @ W � 0 CL � � ► % ] E uj CL ) . § E ( �a � . 2 B S § § k fai � � ) § k Ck k§ / ~ . o� Cl) . ■ ° Q & a . 0 Ic E co/ § ) kI k ( / 2 . |■ [ . � § . a■ — . 6 ■3 [ . § . k# — !� . . . © « § § M� k ` § § E * § § a; o E ! « 7 7 � z 5 E R § § ) 20. £ r 7 § \ 2a o o !z cli m ' k £ § 2 fE £2 — i� @ § / o § k2 o § CL } k �E � § , f . xE 2 P ] �k E \ \ \ e ! c _ ) 2 CD ; dr E § S } � §� E § a 1I E 2 !A [ I ;■ — Ci 0 . k? §LU % 9 $C £ § co �m — § % . k� 5 ■2 9 k § / t _ ° / E ®J § § 3 ... ■ a j m� $ e a 6 T 0 -2 0)/ e §5 0 § 9 k k ■0 c . £ o 4© n IL e p f B 4E ° &{ � . o . o . . . ■■ E � f � , \° . _CL § ( e § § -- ® § § ) e !§ !� { § . : . _ £ f� m n ; - E ■ k i \ \ ) § ) o ` < [ I@ u o . .... aR k CM k § § co a.2 � it 0 CL � � � ; ; » � { k2a 0 0 ' 22 « § § k a � ; ■ s o k 2% a § c; , ! '§ - ,( u 0 � . i § § �k { . CD 6 / § § § § &! - o ° 30 - 0 0 a - - §l !i @ 0 0 0 k - - :3 = 0 co u E ) ! ? " § a 3 2 7 & 7 L a. a. / J z N d m 0 co w 0 E � Z OI n V N N U m l7 U 7 w r m N N C O O 9'p O C O 2 i v O O 0 S HLn�' $ N E fV V �mp I p p pp (p L « C p� u O O O O O O Obi V :c N �v 0 0 ci LL LU w «w u o 0 Hd m o 0 0 a z ,E LM0 ) 2 « ( � J■Z o . A § § ■ E o &,m @ §!E ¢ % % !2E § / / E - ; ■ | ; 0 ) 17 § § k ° CL / k § E aOD co m m § > k f � E § § ■ z # q § UJ B B § . a 13 ; f & | - § c k ci .It - ) 2 § b 2 E ° ° . E ƒ @ § g k!E 04 k m q } § ra ictB 3 i { { \ C . § k - _ / � - n Z 7 NORTHERN ENGINEERING PICP Stormwater Pond I OLD TOWN FLATS Subgrade excavation — benched around electric transformer Subgrade excavation — panoramic view looking south and east Underdrain pipe and drain basin risers — panoramic view along entire pond perimeter Drainage Certification Photographs Page 1 of / �V NORTHERN ENGINEERINGRTHERN PICP Stormwater Pond I OLD TOWN FLATS r< . r "I joys Basin U3 — dual-purpose cleanout and monitoring well Underdrain pipe and drain basins — sub -base rock in foreground Underdrain pipe down the center of PICP detention basin y, s Basin S1 — roof drain discharge basin Underdrain pipe is bedded slightly into subgrade Drainage Certification Photographs Page 2 of 7 WINORTHERN ENGINEERING PICP Stormwater Pond I OLD TOWN FLATS Basin UI—du:l-purin.�s� cleanout and monitoring well Temporary bridge to allow crossing of light -tracked equipment Sub -base aggregate placement — geotextile perimeter wrap Basin N1 — roof drain discharge basin PICP excavation with underdrain, storage rock, and filter fabric Initial setting of water quality control basin Drainage Certification Photographs Page 3 of 7 WI NORTHERN ENGINEERING PICP Stormwater Pond I OLD TOWN FLATS Sub -base aggregate layer - almost to grade Basin U1 - solid top ready for upper PICP layers h�L 24" diameter water quality control basin with domed grate i*' Sub -base aggregate layer - spreading with front-end loader Formwork getting ready to pour concrete edge restraints Outlet side of WQ basin discharging towards alley Drainage Certification Photographs Page 4 of 7 No Text NORTHERN E Nc IN E E R INc PICP Stormwater Pond I OLD TOWN FLATS Completed sub -base detention storage reservoir - panoramic view looking south and east FiltraPave bricks by Borgert Products — ready for installation rs I' `'- Pavers laid in a 450 herringbone pattern with soldier course n c Paver installers utilizing best practices for setting bed control Drainage Certification Photographs Page 6 of 7 .� I NORTHERN ENGINEERING PICP Stormwater Pond I OLD TOWN FLATS Aerial view of paver installation — note piles of joint filler 116 Maintaining rain garden sub -base in between PICP sections `.r x r-- � r OSB decking laid down to protect pavers during construction Joint filler aggregate prior to sweeping — note grade control string Sweeping ASTM No. 8/89 aggregate into paver joints n Filter fabric below OSB prevents joints from getting clogged Drainage Certification Photographs Page 7 of 7 d f6 a Y N C C U bjD uu 0 c v m v Q: a 0 yfA Y u v L C.7 C O w o. C C c O 3 Y N C O U C E C L m U N N C o O N U 0 H E o m ry 0 7 # # O o s O cr m N U1 W j u ## > c0 G L a z N N �cc.pi Y c N m N E N t L L Z N C G y� U v m U � U � O d D O O H ; it it m N 0 t L O O 0 aj # 0 0 m C 0- c o L a C cm L C E E nr c E - o o u r o a s # m moo. m m m p Y O W N N U a C C m w@ m 11 E O E m v E€ E O O E m c S E E 0 u b O O L L L O as n i a U) U) c QaV C" O u u L Z c a C J N O '� N y> Y m U 7 O Z C eo > m 41 w `S�� s the Q� A a u } ��� J E E c o O to at o Ln _ O C 0 3 N v o a N a DO 'o y G E N y 7 U N C a) J m m o 0 ou W a) KO O y u Om - v 3 u m V tO V O`L.. u Q -O O m-0 .a c ow u a� cw-0 oD -O m v — a) O O 'O C O O N CO -0• XmC > m N 0� CL N0 c O N a)C _ N J yyc 0 � -0M y� QM y m C u 0 ^ oO CL #(UvE E E `'Yyy�NN'mmCc^ O � NGO m Cl. O NYJO w•.ryNcoNmcTn () O) O Q U bo E Cm m w LvacyNNN� E Om Z G O Cy u N a ao c a°° 0 '] j �- L 4 C C 'Q u c c C a0+ m0 m U h i GO u N U a 00 ri a m o>> m m 3 vdi m � M to � E a a o E E E v 9 `° U o m o 0) N c 5 L v u a N 0 C 0 C N O) bl c 'O m j CL O. O. a N _Q E vyi �' N 0\ E E E C y N v C C m m J U u c ou O. « a c ] Q u u>>> m m m n a c S Attachment #1 B R I N K M A N Old Town Flats PHSTNN ,loN SUBMITTAL BCI Job R: 1303 Jab Address: Block 23 Fort Collins, CO Submittal No Revision No. Spec. Section (If Applicable) Due Date to be Returned 1303-05 x Permeable Paw, . m 6/16/20 Submittal Title: Permeable Paving System -Non PVC Liner Includes the Following Rem: 1 5 CDOT Class B Geotextil separator fabric - PD Contractor's Stamp 2 Reviewed by Brinkman Construction, Inc. 3 4 For review and approval. 5 Brinkman Construction has reviewed the attached documents and 6 components of each submittal for verification of products, field 7 dimensions, adjacent construction work, and coordination of 8 information. Please review the documents and submittals to assure 9 they are to your satisfaction. 10 11 Reviewed Date: Submitted Date: Revised Date: 12 6/6/2014 6/6/2014 N/A 13 14 Reviewed By: Dane Fix - PE / Dave Carlson - Sr. PM Additional Comments: REVIEWED ARCHITECTS REVIEW 15 FOR GENEIIAL CONFORMANCE WITH DESIGN INTENT AND CONTRACT DOCUMENTS MARKINGS OR COMMENTS 00 NOT RELIEVE THE GONIRACTOR FROM CCMPUAA'4E wRM OI wW AND SPECIFICATIONS THE CONTRACTOR REMAINS RESPON9&E FOR OWNTITY DETAILS AND ACCURACY CONFIRMING AND CORRELATING FABRICATION PROCESSES TECHNIOUES OF ASSEMEL' AND COORDINATION OF TRADES AND SITE CONDITIONS NO EKCEPTR)NS TARN [ REVISE A RESUBMIT 11 REVISE AS NOTED n RF.IECTED [J RETURNED MnMOVT REVIEW ARCHITECTURE LEIE.N a UGH A wrENDR tESGN M JAA 6/ 16/2014 BY DATE Stamp PROJECT SUBMITTAL REVIEW ENWNEER'SFEVIEW I KS NSEREQUWLUOFCONTNACIOF j _ .RNH&.I-w,.T.- Ncan nA- Iv4^'YW mNNNgY WblJbwYu.44blubl pou®F m,: w�+N.Nan, R aNI�NN� m.wnn. m. ca�em nnru mm�A4 d ell.r.a ... w wmwlb MIY M bcwvbWtl M NWrMp IM COM✓.b, Ilml arrVlm.rn aw wr pp F!Nm�h mYn bpnw,Ymnldnx,o �m lAe Gerpn mrgn unn e _ oPnmHlb Atladna _Nd.NNbry. _ReaWmn aIbWN mKAP,IWpPio IPR.,APaP•. nvvin, nN b W Wuq Y Iwvy WHweb Imm .n Owiw. ArtAXwt W �n,H Cw.na� 4. AYYNf.Ib• M.w9 MMIICIIIY. �.FNmN NORTI IENONFFAN{'9EINI NL er �_ ooM 06.13.14 rP¢ AnmwU mNN (Nx arANsl�� 1 V PERMEABLE PAVER SECTION B An.w^ q mms cwxzc uv R A,4' TENCATE Miraff 000 —� a bnvv 0'8'O.QU SCU... 1'.' Miraf® 18ON is a needlepunched nonwoven geotextile composed of polypropylene fibers, which are formed into a stable network such that the fibers retain their relative position. Mirafi® 180N geotextile is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. Mechanical Properties Test Method Unit Minimum Average Roll Value MD CD Grab Tensile Strength ASTM D4632 Ibs N 205 912 205 912 Grab Tensile Elongation ASTM D4632 % 50 50 Trapezoid Tear Strength ASTM D4533 Ibs N 80 356 80 356 CBR Puncture Stren th ASTM D6241 Ibs N 500 2224 Apparent Opening Size AWO) ASTM D4751 U.S. Sieve mm 80 0.18 Permittivit ASTM D4491 sec 1.4 Flow Rate ASTM D4491 al/min/ft I/min/m 95 3870 UV Resistance at 500 hours ASTM D4355 % strength retained 70 1 ASTM D4751: AOS is a Maximum Opening Diameter Value Physical Pro erties Unit Typical Value Roll Dimensions width x length) ft m 12.5 x 360 3.8 x 110 15 x 300 4.5 x 91 Roll Area yd m 500 418 Estimated Roll Weight lb k 265 120 Disclaimer: Tencate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the purchaser. TenCate disclaims any and all express, implied, or statutory standards, warranties or guarantees, including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information furnished herewith. This document should not be construed as engineering advice. © 2012 TenCate Geosynthetics Americas Mirafi® is a registered trademark of Nicolon Corporation t %6, TENCATE_ mrterials that make a difference FGS000351 ETOR41 +C �.wN..wN. I. caws t art.�.awc HIT. win I.I,R Ni mrt .wo wtlI nrt Pfp� BRINKMAN...rK :RweI,I ,�ad.pewe CONSTRUCTION Old Town Flats SUBMITTAL ` SCI Job R: 1303 Job Address: Block 23 Fort Collins, CO Submittal No Revision No. Spec. Section (If Applicable( Due Date to be Returned 1303 03 Permeable Paving System 5/6/2014 Submittal Title: Permeable Paving System -Vinyl Liner Includes the Following Items: 1 -.li PVC Liner Contractor's Stamp 2 Reviewed by: Brinkman Construction, Inc, 3 4 for review and approval. 5 Brinkman Construction has reviewed the attached documents and 6 Components of each submittal forverification of products, field 7 dimensions, adjacent construction work, and coordination of 8 information. Please review the documents and submittals to assure 9 they are to your satisfaction. 10 11 Reviewed Date: Submitted Date: Revised Date: 12 5/27/2014 S/27/2014 N/A 13 14 Reviewed By: Dane His-PE/Dave Carlson - Sr. PM Additional Comments: REVIEWED ARCHITECTS REVIEW IS FOR GENERAL CONFORMANCE MTN DESIGN INTENT AND CONTRACT DOCUMENTS MARKINGS OR COMMENTS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH DRANINCNR AND SPECIFICATIONS THE CONTRACTOR REMAINS RESPONSIBLE FOR oWNTITV DETAILS AND ACCURACY. CONFIRMING AND CORRELATING FABRICATION PROCESSES TECHNIQUES OF ASSEMBLY AND COORDINATION OF MOB AND SITE CONDITIONS 00 E PTION,S TAKEN n REV EE AS NOTED C RETllRNED WITHOUT REVIEW ARCNI!E<TMIIf IRIBAH DESIGN R wiENWB DESIGN JAA 5/28/2014 By PROJECT SUBMITTAL REVIEW F.NGM'EEXS XF.'+Rw NLSPoNSC a[DNP[O Cr CONTM.^.iDX HtfmIad re ieLen c-s Nv. U. Cmlinll —NOIe UNMwe �cwwlNlb Alw.Iree Eprmh mwreb pe+rY¢Numow eon lu Enprmwpl ere Cmb.q Mnlmen!e. �. mnenmb eN tlrwl0e an9ueJea r 1.CPe Can4e[Lilmr Msk.eMPe vpeerr[llNm. lb bepwdme Ne,Iw TM Con 1— Wort¢ f.0 bl MIeJe cmflrmnR eM NI21LMa r NbeutlM YM Wm,NT .. M eYeclYq. s' Non" ft N. ex, vd b, I IH" I gaWmN uI puUlc ft tl rm 0Yl br perbr Ge I it wmx menre. sntl br dNebwp W mcwmry eppade M1on Ulm Wmm FrWlce, Gomel C ��srur an. Nal". fHOM[lHIN sLPVIL NL. ev � o.Ie 05.28.14 REVISE A REsuesm 'OMM_ENTS: I] RFJ[CrEo VG Colt PVC geomembrane Is NOT intended to line the bottom of the perme rmvar section. It is only intended to serve as a cutoff (in Conjunction with a r molded PVC boot) where the outfall pipe leaves the permeable section, as 1 oecifed on Sheet C401. DA7 CO owo LINING ,ktkielAWN001-i TERNATIONAL PVC is a widely used and proven solution to many containment needs. PVC requires 12 inches of clean cover for extended life. Colorado Lining can fabricate PVC into custom sized panels. and facilitate a full installation with one of our certified installation crews. We want to work with you to make your job a success. C0:800.524.8672 T X : 8 8 8 . 5 4 6 . 4 6 4 1 www.coloradolining.com Product Features (ease confirm this is not intended to provide bath -tub liner. 24 - 36" • 20 Year Warranty wrap is intended at perimeter. • Industrial or Fish Grade • Flexible • Available In Custom Sized Panels • Cost Effective • Quick Installation • Easily Repaired By Owner • Available In 20, 30, 40, 50, & 60 Mils • Maximum 3:1 Slope for Cover Soil Uses & Applications: • Golf Course Ponds • Decorative Ponds • Wastewater Treatment Ponds • Landfill Caps and Cells • Irrigation Reservoirs & Canals • Entry Ponds • Detention Ponds • Stock Tanks • Athletic Field Construction Please note 20mil not readily available. COLORADO LINING �I 4 �) PVC C INTERNATIONAL ,�=.�, -�� Product Data Sheet PVC Geomembrane Specifications PGI 1104 S ecifications' Certified Properties ASTY PVC 10 PVC 20 PVC 30 PVC r 0 PVC 60 PVC60 Thickness D-5199 10±0.5 tall 20±1 mil 30±1.5 m11 40±2 mill 50 ±2.5 mil 60±3m11 0.25+.013mm 0.51 +.03 mm 0.76 +.04 mm 1.02+.OS mot 1.27+.01 mm 1.52+.OB ram Tensile Properties' D-882' Min Strength at 24 Ibs/m 48 Ibsfin 73 Ibshn 971bsfln 1161bN'm 1371bsdn Break 4.2 kN/m 8.4 kN/m 12.8 kN/m 17.0 kN/m 20.3 kN/m 24.0 kN/m Elongation 250% 360% 380% 430% 430% 450% Modulus at 10 ll 21 tbsln 3216sim 401bsim 50 lbs(in 601bs8n 100% 1.8 kN/m 3.7 kN/m 5.6 kN/m 7.0 kN/m 8.8 kN/m 10.5 kN/m Tear Strength D-1004' 2.5 Ibs 61bs 8 Ibs 10 Ibs 13 Ibs 151bs Min 11 N 27 N 35 N 44 N 58 N 67 N Dimensional Stability D-1204' 4% 4% 3% 3% 3% 3% Max Ch Low Temperature D-1790' -10"F -15°F -20°F -20°F -20'F -20°F Impact Pass -23°C -26°C -29"C -29°C -29°C .29°C Index Properties Specific Gravity D-792 1.2 g/cc 1.2 g/cc 1.2 g/cc 1.2 glee 1.2 glee 1.2 glee Typical Water Extraction D-1239' Max Loss 0.15% 0.15% 0.15% 0.20% 0.20% 0.20% Percent Loss max Average Plasticizer 0-21244' 400 400 400 400 400 400 Molecular Weight Volatile Loss D1203' Max Loss 1.5% 0.9% 0.7% 0.5% 0.5% 0.5% Percent Loss max Soil Burial G160' Max Chg Break Strength 5% 5% 5% 5% 5% 5% Elongation 20% 20% 20% 20% 20% 20% Modulus at 100% 20% 20% 20% 20% 20% 20% Hydrostatic Resistance 0451' 42 psi 68 psi 100 psi 120 psl 150 psi 180 psi Min 290 kPa 470 kPa 690 kPa 930 kPa 1030 kPa 1240 Mis Shear Strength' D-882' 20 lbshn 38.41bsen 58.4 Ibs/In 77.61bs4n 981bs/In 1161bsln Min 3.47 kN/m 6.7 kN/m 70 kN/m 14 kNlm 17 kNlm 2004/m Peel Strength' D-882' 101bsM 12.51bs/In 15 Ibs4n 151bs4n 15 thism 151bsfin Min 1.8 kN/m 2.2 kN1m 2.6 kN/m 2.6 kN/m 2.6 Winn 2.6 kWm Notts: I. PGI 1104 replaces PGI 1103 Spoaification effective 111/04. 2. Certified properties we tested by lot as specified in PGI 1104 Appendix A. 3. Metric values arc converted from US values and arc rounded to the available significant digits. 4. Modifications or further deteiis of test she described in PGI 1104 Appendix B. 5. Index properties arc tested once per fortnulation as specified in PGI 1104 Appendix A. www.coloradolining.com No Text Attachment A ti♦ T� =� x+'tii�f S ion Tx its JL ti! Attachment #3 yr ROW Attachment #4 B R IN K M A N CONSTRUCTION Old Town Flats SUBMITTAL SCI Job M: 1303 Submittal No Jnb Address 3003 E. Harmony Rd. Ste. 300 Re4ision Nv. :Fort Collins, CO BOS29 Spec. Section (If Applicable) Dun nnte to he Returned Submittal Title! Site Utilities - Storm and Sewer Includes the Following Items: 1 SDR 35 2 SDR 35 Fitting, 3 Drain Basins 10 IS 17 13 14 330000-C.. Site Utilitie 3/2/20V Contractor's Stamp Reviewed by: Brinkman Construction, Inc For review and approval. Brinkman Construction has reviewed the attached documents and components of each submittal for verification of products, field dimensions, adjacent construction work, and coordination of Information. Please review the documents and submittals to assure tney are to your satlstactlon. Reviewed Date: Submitted Date: Revised Date 2/20/2014 2/20/2024 N/A Reviewed By: Dane Hix - PE / Dave Carlson - SPM Stanp Engineer's Stamp PROJECT SUBMITTAL REVIEW N N ., E.@e.@. Tim. N-r Hat4Wrq. �PeylMre �Lam�mla WINIfM Egnw cola b[penen wnbman@rwlr Te Mupr <on[q mC tenee[ICuumrnry �. • xnC n rm emparc• n• end Irra+.. a fN<Rr[eun' a m trpMm lM1Neemr Tre LMViNar rM4ele rlNOMOM Y bYM NO N `Nii M1mn9 anO WRr.I NrywnYM enY tlnenuvna,by4ggrpbROM Poii,," VcW k @ermy b u�w4tvn paeMm en0 pub4' mvy npMal. Y pMmy Y w4 tr e >1M m, •M 4 ttleuq aY mexury gEua'eN ryan Y O+Ir, MMq, OInM/ Celndv. eIM iu�.acem nrvnY wrmnty e• rOM@W NCN'/M� . EHO,EEflNS�rANt�'�W w@ 03.03.14 CpMMENt9. Ai mpinrYa nM u04Y MA unmet IM Y�mil .Trc'w.r:.r.,u[ n.. ,y�irvr�' rr.. rro C.e. ..�.... �'ni : Jfuh nrtl L rvl ^.�i. ...+ �rmameru rq erry enen nbe rm I .. ae r1erVOYp q Lp'hG N WITGC ba.. -W:mem EqgR'ryJa Nwry PyR+ __ .. urW,UrYn pIP eNI1 M,e 111lee nlm al'.: C". Confirmed and reviewed with Northern Engineering in the Field. 14FERGUSON" Watffworks a WOLSELEY company We are proud to provide submittals for the following project: Job Name OLD TOWN FLATS Spec: City of Ft Collins Contractor: Roberts Excavation Corp 1801151 Street Berthoud, Co 4411 Woods Ave. Phone : (970) 278-094-1 Loveland, CO Fax: (970) 278-0955 1788 Helena St. Aurora, CO Phone: (720) 859-3060 Fax: (303) 366-0215 Table of Contents Storm & Sewer SDR 35 PVC Pipe SDR 35 PVC Fittings Drain Basins Note to submittal reviewer: For some products, we submit more than one manufacturer. We stock both products and they meet the same specifications. Considering current product availability, specifying only one manufacturer may delay shipment. Submitted by Ferguson Waterworks 1788 Helena St. Aurora, CO Phone: (720) 859-3060 Fax: (303) 366-0215 r UAIA D3034 & F679 SEWER SPECIFICATION DATA Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. The pipe sizes 4 inches through 48 inches are made with an integral bell "water-tight"joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth. Diamond furnished lubricant is to be used in thejoining process. Pipe Materials: Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification D 1784. Property ASTM Minimum Test Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 IZOD Impact Strength, D256 .65ft., lb./in. Pipe Modulus SDR E = 400,000 E = 500,000 41 28 35 35 46 57 26 115 144 SHORT FORM Specification for Diamond PVC Solid -Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PSI1 S Diamond PVC Solid -Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond PVC Sewer Pipe must meet all di men sional, chemical, and physical requirements as outlined in ASTM D3034 orASTM F679. Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321. Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. Uni-Bell UNI-PUB 6, "and the manufacturer's requirements." .� DIAMOND QQ PLASTICS® C D R P U R A 1 1 .; M �• • �'r Reiber Joint Illustration Sani-21 is supplied in 14 foot and 22 foot laying lengths. 4.215 5-1/4 4-5/8" 4' 0.162 0.120 6 6.275 7-1/2 4-3/4" 4" 0.241 0.180 8 8.400 9-7/8 6-1/8' S. 0.323 0.240 10.500 12-3/8 6-3/4" 6" 0.404 0.300 12.500 14-5/8 7-1/4' 6- 0.481 0.360 15 15.300 18 6-3/4" 6" 0.588 0.437 18 18.701 21-3/4" 7-3/4' 7" 0.671 0.499 21 22.047 25-1/2" 7-3/4" 7" 0.791 0.588 24 24.803 28-3/4" 8-1/2" 7-1/4" 0.889 0.661 27 27.953 32-1/2' 8-1/2" 7-1/4" 1.002 0.745 30 ciod 32.000 37-1/4' 12" 10" 1.148 0.853 36 ciod 38.300 43-1/4' 12' 10" 1.373 1.021 42 ciod 44.500 53' 16' 13" 1.187 48ciod 50.800 60" 16" 13" 1.355 Prices are subject to a firm policy of 'Price in effect at time of shipment on regular purchases" DIAMOND PLASTICS® C O R P O R A T I O N Corporate Headquarters • 12121ohrwown Road • Roam 1608 " Grand Island NE 68802-1608 j North American 11 Pipe Corporation Product Description: ASTM D3034 Gasketed Gravity Sewer Pipe North American Pipe's ASTM D3034 Gravity Sewer PVC product line is manufactured to meet the needs of modem municipal waste water systems, residential waste water control and other non - pressure applications. With top quality raw materials and modern processing technology North American Pipe's ASTM D3034 Gravity Sewer pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe's ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of ASTM D3034Gravity Sewer pipe in SDR-35 and SDR-26 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe "Right, On Time, All the Time". This product is made in accordance with the following specifications: ASTM D3034 ASTM D3212 ASTM D 1 78 4 Short Form Specification for North American Pipe Corporation ASTM D3034 Gasketed Gravity Sewer Pipe PVC gravity sewer pipe shall be made from a compound conforming to a cell classification of 12454 or 12364 as defined by ASTM D1784 and in accordance with ASTM D3034 for sizes four inch through fifteen inch. The wall thickness, when tested according to ASTM D3412, shall correspond to a dimension ratio of SDR 35 with a pipe stiffness value of 46 or SDR26 with a pipe stiffness of 115 for heavy wall pipe. Integral bells shall incorporate locked in gaskets meeting the requirements of ASTM D3212 and F477. The pipe shall be provided in lengths of 14 feet or 20 feet as required. ASTM F477 W. North American Pipe Corporation Anx- T - L f OD BD 1 NOMINAL OUTSIDE "APPROX. **APPROX. INSERT PIPE SIZE DIA. - NOM. BELL DIA. BELL DEPTH MARK (OD) (BD) (C) (L) 4" 4.215 5.25 3.75 3.13 6" 6.275 7.50 4.63 4.00 8" 8.400 10.00 5.25 4.13 10" 10.500 12.25 5.88 5.13 12" 12.500 14.25 6.50 5.38 15" 15.300 17.25 7.75 7.38 NOMINAL SDR 35 SDR 26 SDR 23.5 PIPE SIZE T (T) (T) 4" .120 .162 .178 . .265 80.0 8" .24240 .32323 10" .300 .404 360 .481 15° .437 .588 Now, Thmodimawi"m wcf"r mooing owpoxa uNy •Dimciman µivrnfor Appmn.101Diaomcr111D1 is irhiyhmi pres"orcclaw ••Nominal dcplh,d,1hwill vary bypmssuwcl— VINYINECH SEWER PIPE TECHNICAL DATA SUBMITTAL CONFORMANCE These specifications designate the requirements for manufacturing and Installing Vinyltech PVC sewer pipe. ASTM D 3034 - Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings ASTM F 679 - Standard Specification for Poly (Vi- nyl Chloride) (PVC) Large -Diameter Plastic Gray. ity, Sewer Pipe and fittings ASTM D 3212 - Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals ASTM F 477 - Standard Specification for Elasto- meric Seals (Gaskets) for Joining Plastic Pipe ASTM D 1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Com- pounds ASTM D 2162 - Standard Test Method for Extruded Poly (Vinyl Chloride) (PVC) Pipe and Molded Fittings by Acetone Immersion ASTM D 2444 - Standard Test Method for Determination of the Impact Resistance of Ther- moplastic Pipe and Fittings by Means of Tup (Fall- ing Weight) ASTM D 2321 - Standard Practice for Under- ground Installation of Thermoplastic Pipe for Sewers and other Gravity -Flow Applications ASTM D 2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading IAPMO (File No. 2128) - Uniform Plumbing Code (UPC) - Vinyltech sewer pipe is IAPMO listed for ASTM 3034 SOR 35 4-15 inch and SOR 26 4-12 inr-h. PIPE COMPOUND The pipe shall be extruded from compounds meeting the requirements of Cell Classification 12454-B, as defined in ASTM D 1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. PIPE Vinyltech pipe shall be manufactured in accor- dance with ASTM D 3034 and ASTM F 679. GASKET JOINT The gasket shall be reinforced with a steel ring and meet the requirements of ASTM F477. Vinyltech pipe shall have an Integral bell end with a locked -in factory Installed gasket ant shall meet the requirements of ASTM D 3212. MARKING The pipe shall be marked in accordance with ASTM D 3034 and F 679. QUALITY CONTROL Requirements for manufacturing and testing are conducted in strict accordance with ASTM specifications and are outlined in ASTM D 3034 and F 679. INSTALLATION Recommended installation procedure of Vlnyttech Corporation and the Uni-Bell PVC Pipe Association are outlined in ASTM D 2321, Underground Installation of Flexible Thermo- plastic Sewer Pipe. Vinyltech recommends the Uni-Bell Handbook of PVC Pipe as an invalu- able resource guide. ASSEMBLING THE PIPE Assembling of PVC Sewer Pipe is easily ac- complished by hand or by using a bar and block. A depth of entry mark serves as a visual check for rapid. accurate Joint inspection. Do not over insert 1) Hemove any mud, sand, or other foreign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area ^.) With a clean applicator (a brush or hand) lubricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. 3) Brace the bell to avoid disturbing the al- ready installed joints. Align the pipe, Insert the spigot into the bell and push. 4) Do not Insert past the entry mark line. m 201 S. 61si Avenue • Phoenix, AZ 85M 602 233-0071 -602 272-4847 Fax - www.vlpipe.P,nm nn 2 OTf ERTAI L c,xnr GRAVITY SEWER MAIN TECHNICAL. DATA SUBMITTAL NOMINAL SIZE OUTER MINIMUM 14' LENGTH 20' LENGTH (IN) (mm) DIAMETER (IN) WALL WEIGHT (LB(100') WEIGHT {LB l00) _ 4 (100) 4.215 0.120 105.7 104.2 6 1 (150) 1 6 275 1 0 180 1 232E 1 229.0 B 1 (200) 1 8.400 1 0.240 1 417.8 1 410.3 1 0 (250) 10.500 0.300 657.4 643.9 12 f3001 12.500 0.360 944.1 VN2 NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL 14' LENGTH WEIGHT (LB/100') 4 (100) 4.215 0.162 150.0 6 (150) 6275 0.241 3200. 8 (200) 8.400 0.323 580.0 10 (250) 10 500 0 404 900.0 12 (300) 12.500 1 0.481 1 1300.0 15 (375) 15 300 1 0.588 1 2000.0 201 S. 61sl Avenue • Phoenix, AZ 86043 ,�x �, OifERTAIL �, a W2 2334)071 •602 272-4847 Fax - www.vthihp.nnm ri CNWPVC-6 PLEASE ORDER BY PART NUMBER PVC-DS PIPE -ASTM D-2729 PVC -SEWER PIPE -ASTM D-3034 AUGUST,2006 WEIGHT FEET PALLETS PART PART MIN. PER PER PER NO. NO. PVC -OS SIZE O.D. WALL 100, PALLET T.L. SOLID PERF. ASTM 729 SOLID LID 3" 3.250 .070 48.22 1000 32 52075 52180 8. PERFORATED 4 4.215 .075 67.45 900 24 52115 52210 6 6.275 .100 134.15 350 24 52155 1 52260 FURNISHED IN 10' LENGTHS BELLED END. PERFORATIONS ARE 2 ROWS OF'A" HOLES ON 5" CENTERS 120° APART. SOLVENT WELD SDR-35 SEWER PIPE ASTM D-3034 SIZE O.D. MIN. WALL WEIGHT PER 100' FEET PER PALLET PALLETS PER T.L. LGTH. PART NO. 4" 4.215 .120 106.51 900 24 10' 53115 1200 16 20 53118 0 6.275 .180 238.4 350 24 10 53180 700 12 20 53183 SOLVENT WELD SDR-35 SEWER PIPE 4" 4.215 .120 106.51 900 24 10, 53120 ASTM D-3034 PERFORATED 6 6.275 .180 238.4 350 24 10 53195 GASKET JOINT PSM SEWER PIPE SDR-35 ASTM D-3034 4" 4.215 120 109.84 1260 18 14' 53726 108.84 1200 16 20 53735 6 6.275 .180 245.85 490 18 14 53786 243.62 700 12 20 53795 8 8.400 .240 441.75 280 18 14 53806 436.81 400 12 20 53815 14' & 20' LAYING LENGTHS. INSERTION DEPTH RING IS MARKED ON THE BEVELED SPIGOT END OF PIPE. GASKETS ARE REINFORCE RUBBER RING AND PERMANENTLY INSTALLED IN AN INTEGRAL BELL. MADE OF COMPOUNDS CONFORMING TO ASTM D-1784 WITH CELL CLASSIFICAION OF 12454-B. REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD EVANSVILLE, IN 47715 TELEPHONE (812) 428-9300 PLANT: 223 MAURIN ROAD - CHEHALIS, WA 98532 - TELEPHONE (360) 740-0708 www.cresline.com P.O. Box 3300, Tenn "A' 4507 LeSaint Court London, Ont. Canada Fairfield, Ohio USA N6A 4K3 45014 (519) 681-2140 (513) 942-9910 1-800-265-1815Aft 1-8005233539 Fax (519) 681-2156 Fax (513) 942-9914 MULTI FITTINGS Engineered Tough Trench To u 3 h SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scone: This letter of compliance covers Multi Fittings requirements for 4" through 42" (100 min —1050 min) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International (CSA) and the International Association of Plumbing and Mechanical Officials (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B182.1 and CSA B182.2 and is suitable for the non -pressure drainage of sewage and surface water. They can also be used in applications involving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride) used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with either of the following requirements: ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe" for low -head applications for rubber gaskets ASTM F 913 "Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe " for TPE gaskets Molded Fittings: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings " ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals " ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings " CSA B 182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings " CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type) " IAPMO "Uniform Plumbing Code" AHk MULTI FITTINGS Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are trade from segments of pipe conforming to the following standards: ASTM D3 034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings " ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals " ASTM F 679 "Standard Specification for Poly(Vinyl Chloride) (PVC) Large -Diameter Plastic Gravity Sewer Pipe and Fittings " ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings " CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type) " Note: Molded components meeting the requirements listed above may also be used as part of the fabricated fitting. Markings: Trench Tough SDR35 Gasketed Sewer Fittings are marked as prescribed in the above applicable standards to indicate size of the fittings, material designation, compliance to standard, and manufacturer's name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed Sewer Fittings are black. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2014-02-10 LAYING LENGTH ISSUE DATE: MAR 11/05 MULTI FITTINGS SUPERCEDES: OCT 31/00 45° ELBOW (GxG) (1/8 BEND) A H2 A H2 A A H1 H1 INJECTION MOLDED FITTING (M) FABRICATED FITTING (F) M = 084 M = 084 M = 084 M = 084 M = 084 M = 084 M = 084 F @ 082 F @ 082 F @ 082 F @ 082 F @ 082 Note, = Refer to Page G4 for Hub Detail, Type A Refer to Page G5 for Hub Detail, Fabricated @ SIZE H1xH2 PART NUMBER REFERENCE NUMBER A REF 4x4 063504 480848 3.000 4x4 LONG 063409 - 3.500 6x6 063506 480863 4,375 063420 - 5, 625 8x8 063507 480889 5,375 x 063508 480810 6,250 12x12 043509 480812 7.250 15x15 043515 470815 12.000 18x18 043971 470818 20,000 21x21 043957 460821 22,000 24x24 043953 450824 23,000 27x27 043516 440827 25,000 PAGE GI MULTI FITTINGS LAYING LENGTH GASKET CAP INJECTION MOLDED FITTING (M) M = M = M = M = M = F @ F @ F @ F @ ++F @ ISSUE DATE: MAR 11/05 SUPERCEDES: OCT 31/00 FABRICATED FITTING (F) SIZE PART NUMBER PART NUMBER A REF 4 063959 482943 2.375 6 043988 482968 3.625 8 063961 482984 6.250 10 063886 482910 5.250 12 043987 482912 5.750 15 1 043962 1 472915 1 13.000 18 043746 472918 17.500 21 043747 462921 19.500 24 1 043168 1 452924 20.500 27 043749 442927 19.000 Note, = Refer to Page G4 for Hub Detail, Type A @ Refer to Page G5 for Hub Detail, Fabricated ++ FRP Reinforced PAGE G22 a m m rn .O c C ao e U n$�" J$ Q U U y C m m J m mp, _ L6 8, ¢ a) C N�Ea NyCO crc4J E (w 00 m m-0 cF c m m c N" 0 0 'y °' 0� 4 R a'- Q a m m . c eo O.� i4 O «N ca C C 1� 8m« Em,'Scm y �Q�pp=a3L U L 0 c F- '- N « a 0 —C C_ m M E y F ua C Fj ' 0lL co m IM0 U m O me N- E m ma n w m m�E� E r m 0 �ap�o'm m U m m2a) �8 o �°ca�m c m to € L 'D � CD 0 m 'O m U C m m' E J O f O N m C c_ m co N a m t Lu N F m m m « N m m N n. 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V C0,3 �~ LJ m L .0 a WMU O=Q 0 E2 .8 .c •O "eE Cmmmrnc a c M.iE O E—m E 0, -0 0 w mE A=mcE m omam mz0 c m1 � � o« c m mL$o7.a.o o— Vwma 'ONC ' 3 OFQOU. m�m a$ym cJiyOf �E aV mN(�D wmc G J m E c 2« o U CD m0«m 0) 2W WN m JyEm ng ma L a 0.b W >O m Q Q L O O-L L L m coC O F- E N L 2 aai m 0 F- n W U'o. �n w tin:_ U 0 DRAIN BASINS STRUCTURE STUB DIMENSIONS PRODUCT CODE 8" (200mm) 4" (100mm) thru 8" (200mm) 2808AG 10" (250mm) 4" (100mm) thru 10" (250mm) 2810AG 12" (300mm) 4" (100mm) thru 12" (300mm) 2812AG 15" (375mm) 4" (100mm) thru 15" (375mm) 2815AG 18" (450mm) 4" (300mm) thru 18" (450mm) 2818AG 24" (600mm) 4" (100mm) thru 24" (600mm) 2824AG 30" (750mm) 4" (100mm) thru 30" (750mm) 2830AG *Drain Basin Structures are custom manufactured for each project. 5-10 day lead times are required for product delivery. UNDER 5' INLINE DRAINS IINLINE DRAINS DRAIN BASIN ADAPTS TO PIPE DIAMETER PRODUCT CODE 8" (200mm) 4' (100mm), 6" (150mm), 8" (200mm) 2708AG 10" (250mm) 4" (100mm), 6" (150mm), 8" (200mm), 10" (250mm) 2710AG 12" (300mm) 4" (100mm), 6" (150mm), 8" (200mm), 10" (250mm), 12" (300mm) 2712AG 4" (100mm), 6" (150mm), 8" (200mm), 15" (375mm) 2715AG 10" (250mm), 12" (300mm), 15" (375mm) 18" (450mm) 4" (100mm), 6" (150mm), 8" (200mm), 2718AG SO" (250mm), 12" (300mm), 15" (375mm), 18" (450mm) 4" (100mm), 6" (150mm), 8" (200mm), 10" (250mm), 24" (600mm) 2724AG 12" (300mm), 15" (375mm), 18" (450mm), 24" (600mm), 4" (100mm), 6" (150mm), 8" (200mm), 10" (250mm), 30" (750mm) 12" (300mm), 15" (375mm), 18" (450mm), 24" (600mm), 30" (750mm) 2730AG 3-7 day lead times are required for product delivery. 8" & 10" 18" & 24" BACK TO INDEX GRATE OPTIONS FOR iiNiiiiiii DRAIN BASIN & INLINE DRAINS Dome Standard I . I Light -Duty H-20 8" (200mm) 0899CGD 18' (450mm) - 1899CGS 10' (250mm)- 1099CGD 0 Solid ®Standard Aft H2O Ught-Duty 18' (450mm)-1899CGC 8'(200mm)0899CGS 24'(600mm)-2499CGC 10' (250mm) - 1099CGS ught-Duty Bronze 8'(200mm) 0899CGB 10" (250mm) - 1099CGB Pedestrian H-10 Solid Ught ]$' (450mm) -1899CGP 8" (Omrm)-) -- 0899CGC 10' (250mm) - 1099MC Standard Standard H-20 ® H-20 24" (600mm) - 2499CGS 12" (300mm)-1299CGS 15' (375mm) - 1599CGS Hinged Design Pedestrian H-10 Pedestrian W-IA 24' (600mm)- 2499CGP 12" (300mm)-1299CGP 15' (375mm)-1599WP Hinged Design Standard Bronze 30' (750mm) - 3099CGS Pedestrian light -Duty 17 (300mm) - 1299CGPB 15'(375mm) - 1599CGPB Solid H-20 Solve 30' (750mm) - 3099CGC H-20 1Y (300mm)-1299CGC 15' (375mm) - 1599CGC Hinged Design - �+ �. PedesMan H-20 30" (750mm) - 3099CGP (Locking option is available for most grates) 8" & 10"Dome 18" 24" SO Dame 12" 15" Dome Light -Duty g t-Du ght-Duty - mw�. 0 Is 8" & 10" Standard 18" Standard 24' Standard 30" Standard Light -Duty H-20 H-20 H-20 (a)sa available in bronze) 18" Pedestrian 24" Pedestrian 30" Pedestrian H-10 H-10 H-20 8" & 10" Solid 18" & 24" Solid 30" Solid Light -Duty H-20 H-20 IIiem- _ C LLLILLF.LL I= _�I .— 4LLLLLLLLLL L LL L LLL _ LLLLLLLLL rLu._U Liu Z= —ILiIL,.� �Ll1L LLLLL Standard 1' 1' Solid 1 I 1 1 1 Hinged Design ffinged Design Bronze Design K Attachment #5 ti J - fN r I�I�I�I�I �I�I V�Ii I�I�I�I�I�I�I ICI I�I�I�I�I�I�I\• I���I�IVI,� r�� �I� t ♦ tti ... Tl I y wi y O Attachment #6 J j Y�t ! ♦ T • + st _0 go Ahlsv�■ dP r-j Attachment #9 B R I N K M A N Old Town Flats SUBMITTAL BCI Job R: 1903 Submittal No Job Address: Block 23 Revision No. Fort Collins, CO Spec. Section (If Applicable) Due Date to be Returned Submittal Title: Permeable Paving System-Aagregate Reports and Samples (Proposed Alternate 2 Gradation Reports 3 LA. Abrasion & Technical Data 4 5 6 7 8 9 10 31 12 13 14 Additional Comments: Stamp REVIEWED ARCHRECTS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN INTENT AND CONTRACT DOCUMENTS MARKINGS OR COMMENTS DO NOT RELIEVE THE CONTRACTOR MOM COAmMANCE WITH DRAWINGS Me SPECIFICATIONS THE CONTRACTOR REMAINS RESPOHSIRE FOR OLI DETAILS AND nCCURACY CONFIRMING AND CORRELATING FABRICATION PROCESSES TECHNIQUES OF ASSEMBLe AND COORDINATION OF TRADES AND SITE CONDITIONS NO iEKCEPTONS TARN ❑ REVISE S RESUBMIT RENSE As NOTED nPEJECTEO [—j RETURNED WITHOUT RENEW IIICIIRECTI FA I IIRBW DESIGN nrteeloeptsgaR JAA 6/23/2014 DATE by: 321303-01.1 x Permeable Paving System 7/3/2014 Brinkman Construction, Inc. :or review and approval. Brinkman Construction has reviewed the attached documents and :omponents of each submittal for verification of products, field Jimensions, adjacent construction work, and coordination of nformatlon. Please review the documents and submittals to assure '.hey are to your satisfaction. ieviewed Date: Submitted Date: Revised Date: 6/23/2014 6/23/2014 N/A stamp Dane Mix - PE / Dave Carlson - Sr. PM PROJECT SUBMITTAL REVIEW e1111n1errs N[vlew I NesvoneL NeouwLn Ov r.I`u crue SIC Nn E.csPY,Mn I'n Lnn Winn _ 0.oincbE CaNnn Nob AI � CI,. A _ eauLnul mnienb A. ErpmF✓P RAmYIm P^xPl Nn,ni ... �..., i. i.::..�r..i.i .. .i: ...... mnm¢nb Mal mn pP cpaPUF. a.., i. wP�uuw mms.c.w,�vNnn,.. m,MMrcl b -IawmMeuPnb .. of wemtN bvPYron p,rca.�u. Ju,o6-dTi MPWp WNpny, Ps Nq1'. �� uvvlc-- ar 11Y.— onl. 06.23.14 COMMENTS: V Subbase - Sample look good. Ensure subbase remains free of fines and other contaminants. Evenly dislrlbule/blend subbase aggregate If Martin Marlelta's materials are too dissimilar to Albert Frei's when delivered to site (in terms of average rock size), Martin Marietta Materials Basic Quality Statistical Summary Report Period 02/12/2013 - 02/12/2014 Plant 61102-Granite Canyon Sub -base proposed alternate. Product 0401-Washed Ballast Specification Washed Ballast Spec Sieve/Test Tests Average St Dev Target Specification 2 1/2" (63mm) 8 100.0 0.00 100-100 2"(50mm) 8 93.2 2.53 90-100 1 1/2" (37.5mm) 8 62.6 3.71 50-80 1" (25mm) 8 23.3 4.36 10-35 3/4"(19mm) 8 8.1 2.52 0-10 1/2"(12.5mm) 8 1.6 0.63 0-5 #200 (75um) 55 0.35 0.238 0-0.5 Pan 8 0.00 0.000 Comments Query Query Selections Date Created 02/122014 Date Range 02/122013 - 02/122014 Plant Granite Canyon aggQc 02/122014 Martin Marlette Materials, Ma Page: 1 of 1 No Text CTLITHOMPSON October 4, 2013 Martin Marietta Materials, Inc. P.O. Box 155 Granite Canyon, Wyoming 85059 Attention: Mr. Steve Redenbaugh Subject: Physical Properties Testing Granite Canyon Ballast, Granite Canyon, WY Project No. CT15550.016-400 Dear Mr. Redenbaugh: This report presents results of physical properties tests performed on material designated "Granite Canyon Ballast' from Granite Canyon, Wyoming. The material was delivered to our laboratory on September 16, 2013. Testing was performed to determine the material's compliance with the project specifications as submitted. Tests were performed in general conformance with the applicable test methods (as noted). A summary of test results is presented below. Test Granite Canyon Ballast UP / BN Specifications Sieve Analysis (ASTM C 136) See Table 1 See Table 1 Passing No. 200 Sieve (ASTM C 117) 0.1 % 0.5% Max Specific Gravity (ASTM C 127) 2.82 2.60 Min Absorption (ASTM C 127) 0.2% 0.5% Max LA Abrasion (ASTM C 535, Grading 2) 12% Loss 25.0% Max UPBN Mill Abrasion Test 22 50 Clay Lumps and Friable Particles (ASTM C 142) 0.4% 0.5% Sodium Soundness (ASTM C 88) Weighted Loss 0.1% 2.0% Max Flat and/or Elongated Particles (by weight) (ASTM D-4791) 1.4% 5% Max Liquid Limit NIL Plastic Index NP L.A. Fines Plastic Index NP - Complete test results are presented in Attachment A. If you have any questions regarding this report. please call. Respectfully Submitted, CL�Th�� Materi� veers, Inc. Reyfewed y: Daniel L. Barrett 1' amon B. �om, .E. Materials Lab Manager Division Manager DLB:DBT/dlb Enclosures emailed: steve.redenbauohemartinmarietta.com, Roger.sparksemartinmarietta.com 22 Lipan Street I Denver, Colorado 80223 I Telephone: 303-825-0777 Fax: 303-893-1568 This test report relates only to the items testeo one shall not be roprocuceo, except in tull, without written approval of CTL Thr-rip -. I , Ir ATTACHMENT A LABORATORY TEST RESULTS ■ICI■ PHYSICAL PROPERTIES OF AGGREGATES Client: Martin Marietta Materials, Inc. Sample: Granite Canyon Ballast, Granite Canyon WY Date Submitted: September 16, 2013 Sieve Analysis of Coarse Aggregate (ASTM C 136) Sieve Size Percent Passing Granite Canyon Ballast Percent Passing (UP / BN) 3-inch 75 mm 100 100 21/rinch (63 mm) 100 100 2-inch (50 mm) 99 90-100 1'/rinch (37.5 mm) 71 50-80 1-inch (25.0 mm) 25 10-35 '/.-inch 19.0 mm) 5 0-10 '/rinch (12.5 mm) 2 0-5 '/rinch (9.5 mm) 1 No. 4 4.75 mm) 1 No. 8 (2.36 mm) 0 - Material Finer Than No. 200 Sieve by Washing Coarse Aggregate (ASTM C 117) Sample ID Initial Dry Weight lbs. Final Dry Weight lbs. Percent of Material Finer than No. 200 Sieve Granite Canyon Ballast 44.830 44.713 0.1 Specific Gravity and Absorption of Coarse Aggregate (ASTM C 127) Sample ID Oven Dry SSD in Air Submerged Bulk Bulk (SSD) Specific Absorption Weight (g) Weight (g) Weight (g) Volume Gravity (eau) Granite Canyon 9839.3 9856.2 6359.5 3497.1 2.82 0.2 Ballast PROJECT NO. CT 15650.016-400 Fly. A-1 Tens east report rclates only to the items tested and shall not be reproduced, except in full, without written approval of CTL Thompson, Inc. Resistance to Degradation of Large -size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (ASTM C 535) Sample ID Grading Initial Weight Final Weight Percent Loss Granite Canyon Ballast 1 2 10016.5 8770.7 12 UPBN Mill Abrasion Test Initial Dry Initial Dry Material Material Mill Weight Weight Total Dry Retained Lost Abrasion Sample ID 2" x l" size , 1 x 1/2' size Weight above through the Number fraction fraction (Ibs) (Ibs) #200 Mesh #200 Mesh M (Ibs) Sieve (Ibs) Sieve (Ibs) Granite Canyon 3.3150 3.3050 6.6200 6.4904 0.1296 22 Ballast Soundness of Coarse Aggregates by Use of Sodium Sulfate (ASTM C 88) Sieve Size Weight Weight Weighted Passing/Retained Before After Percent (g) (g) Loss 2 Y2 inch 1 '/ inch 2049.1 2048.6 0.0 1 Y, inch 1 inch 990.9 990.9 0.0 1 inch '/4 inch 507.1 505.5 0.1 Total Percent Loss: 0.1 % Clay Lumps and Friable Particles in Aggregate (ASTM C 142) Weight Weight Sieve Size Passing/Retained Before After Weighted Percent (g) (g) Clay Lumps 2'/2 inch 1 Yz inch 5045.0 5040.8 0.1 1 '/2 inch '/. inch 3021.6 3020.5 0.3 '/ inch % inch - - 1 0.0 Total Percent Loss: 0.4% PROJECT NO. CT 15560.016-400 Fig. A-2 This test report relates only to the items tested and shall not be reproduced, except in tull. without written approval of CTL Thompson, Inc. PHYSICAL PROPERTIES OF AGGREGATES Client: Martin Marietta Materials, Inc. Project: Granite Canyon WY Project No. CT15550.016-400 Percentage of Flat Particles in Coarse Aggregate (ASTM D 4791) Criteria: 3:1 Ratio Date: October 4, 2013 Pit Name: Granite Canyon Quarry Weighted Weighted Sieve Weight of Flat Particles Percentage of Percentage Percentage Percentage Retained Percent of Number of Particles Flat Particles (by weight) flat Particles of Flat of Flat of Flat Size Grading Particles (9) (by count) (g) (by count) Particles Particles Particles (by weight) (by count) (by weight) 2 inch 1 - - - - - - - - 1'/ inch 28 100 13,213.9 1 151.0 1.0 1.1 0.3 0.3 1 inch 46 100 5,636.2 2 105.3 2.0 1.9 0.9 0.9 '/. inch 20 100 2,153.8 1 20.8 1.0 1.0 0.2 0.2 inch 3 - - - - - - - - % inch 1 - - - - - - - - <7.inch 1 - - - - - - - - Total: 100 Total Weighted Average Flat Particles: 1.4 1.4 Percentage of Elongated Particles In Coarse Aggregate (ASTM D 4791) Criteria: 3:1 Ratio Weighted Weighted Elongated Percentage of Percentage Percentage Percentage Particle Percent of Number of Weight of Elongated Particles Elongated of of of Size Grading Particles Particles Particles (by weight) Particles Elongated Elongated Elongated (g) (by count) (g) (by count) Particles Particles Particles (by weight) (by count) (by weight) 2 inch 1 - - - - - - - - 1'/: inch 28 100 13213.9 0 0.0 0.0 0.0 0.0 0.0 1 inch 46 100 5636.2 0 0.0 0.0 0.0 0.0 0.0 '/. inch 20 100 2153.8 0 0.0 0.0 0.0 0.0 0.0 inch 3 - - - - - - - % inch 1 - - - - - - - - < % inch 1 - - - - - - I otat: iuu i otai weigmee Average tiongaree earciaes Total Weighted Average Flat Particles and Elongated Particles Percentage of Flat and Elongated Particles in Coarse Aggregate (ASTM D 4791) Criteria: 3:1 Ratio u.0 u.0 1.4 1.4 Flat and Percentage of Percentage Weighted Weighted Weight of Flat and Elongated Flat and of Flat and Percentage Percentage Particle Percent of Number of Particles Elongated Particles Elongated Elongated of Flat and of Flat and Size Grading Particles Particles Elongated Elongated (g) (by count) (by weight) Particles Particles Particles Particles (g) (by count) (by weight) (by count) (by weight) 2 inch 1 - - - - - - - - 1'/. inch 28 100 13213.9 0 0.0 0.0 0.0 0.0 0.0 finch 46 100 5636.2 0 0.0 0.0 0.0 0.0 0.0 '/. inch 20 100 2153.8 0 0.0 0.0 0.0 0.0 0.0 inch 3 - - - - - - - inch 1 - - - - - - - <'/. inch 1 - - - - - - Total: 100 Total Weighted Average Flat and Elongated Particles: 0.0 0.0 Fig. A3 This test report relates only to the items tested and shall not be reproduced, except in full. without written approval of CTL Thompson, Inc. Attachment #10 BRINKMAN Old Town Flats CUMiTN VCTION SUBMITTAL BCl Job a: 1303 Job Address: Block 23 Fort Collins, CO Submittal Title: Permeable L ... bBase -Samples 2 #L 7 Base - Samples 3 R89 Bedding - Samples 4 Gradation Reports 5 6 7 8 9 10 11 12 13 14 Additional Comments: REVIEWED ARCmTECTS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN INTENT AND CONTRACT DOCUMENTS CARKINGS OR COMMENTS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OINVANGS AND SPECIFICATIONS THE CONTRACTOR REMAINS RESPONSIBLE FOR OWNTnv DETAILS AND ACCVRACY CONFIRMING AND CORRELATING FABRICATION PROCESSES TECHNIOOES OF ASSEMBLY AND COORDINATION OF TRADES AND SITE CONDITIONS NO E%CEPnoAS TARN REVISE A REgMBMIT REVISE AS NOTED [] REJECTEO RETIJRNEG WITHOUT RENEW SYCHRECTVRt IIYAN DESIGNDESIGNA WTLMOR DESMN JAA 5/28/2014 By DATE Submittal No Revision No. Spec. Section (If Applicable( Due Date to be Returned 3213U3-c x Permeable Paving System 5/30/2014 Contractor's Stamp Reviewed by: Brinkman Construction, Inc. For review and approval. Brinkman Construction has reviewed the attached documents and components of each submittal for verification of products, field dimensions, adjacent construction work, and coordination of information. Please review the documents and submittals to assure they are to your satisfaction. Reviewed Date: Submitted Date: Revised Date: 5/20/2014 5/20/2014 N/A Reviewed By: Dane Hlx - PE / Dave Carlson - Sr. PM PROJECT SUBMITTAL REVIEW LNDINt f RS III I NLW RESPDNSE REOUNiGD OE fAN1fUG10N PM Eaa,—Tahen Nwn HpptlN C.. (n rt _Nine MnMl,pa _ Cwnrmx�b MaeW Encrrwr, �s r, w 0ene�H eewe�tirrra w nwnb aM M Ce rmaVuetl ah MroNnb r'" Hwrlradxn. m Esylwv IMneMpn. TM C... m+mmu .m .nn.I.vro r w✓+ba wan... d wtl . M maWNMn pvnatlum porn. .— —,b NN.wrN a,w....a wrvo..u. lu,uaemr W.aq 4rany. IN ApMrANa NONm!9' rE�eGINEE seRNC s N�C. — o.l. 05.28.14 G 41 rot a. Ar :MAT11119MIE14101 EE 6.I 0Y January 2, 2014 Albert Frei and Sons P.O. Box 700 Henderson, Colorado 80640 Attention: Mr. Rick Foster Subject Physical Properties Testing (ASTM) No. 89 Stone, Pit 6 Project No. CT15666.000-400 Dear Mr. Foster This report presents results of physical properties testing performed on material delivered to our laboratory in December, 2013. Representative samples delivered were identified as No. 89 Stone from Pit 6. Testing was performed to determine the materials compliance with ASTM specifications. The following testing was performed in general conformance with the applicable standards 1) Sieve Analysis (Gradation) 2) Material Finer Than No. 200 Sieve by Washing 3) Specific Gravity & Absorption 4) Clay Lumps & Friable Particles 5) Lightweight Particles 2.0 6) Lightweight Particles 2.4 7) Sodium Sulfate Soundness 8) Magnesium Sulfate Soundness 9) Moisture Content 10) Flat and Elongated Particles 11) Rodded Unit Weight & Voids 12) Loose Unit Weight & Voids 13) Los Angeles Abrasion 14) Fractured Faces A summary of the aggregate test results is attached, followed by the complete test results. Based on the test results, the material tested meets the ASTM specifications for coarse aggregate. If you have any questions regarding this report. please call. Respectfully submitted, NT LHfXOMMPSONMATERIALLS ENGINEERS, INC. L. rett Materials Lab Manager Enclosures 1 copy emailed: rfoster(o)alberlfreiandsons.com 22 Lipan Street ) Denver, Colorado 80223 1 Telophone 303.825-0777 Fax: 303-893.1568 i nis lest report relates onf7 %i the items lestod And 5hdt not bn roprmlu i, ecccp: In htt, nd1'ovl vmtlen aparoval d CTL ihomp&dn, Inc., Aggregate Qualification Summary - ASTM Specifications (ASTM C 33) Atbert Frei and Sons, Inc - Pit 6, No. 89 Slone Pr4*ct No. CT15666 030-400 Rep:ut Date January 02. 2014 Sieve Analysis (ASTM C 136 & C 117 Sieve Size Passing (%) Specification (°�) 112 inch (12.5 mm) 100 100 318 Inch 9.5 mm) 99 90.100 No, 4 4 75 mm 20 20.55 No. 8 (2.36 mn1) 5 5-30 _ No. 16 (1.18 mm) 4 0-10 No 30 600 m) 3 - No.50(300 ml 2 0.5 No. 100 (150 m 2 No. 200 (75 iim) 0.8 1.0°,6 Max Test Results Specification Specific Gravity (ASTM C 127) 2.77 Abso lion (ASTM C 127) 1 50/c Clay Lumps and Friable Panicles (ASTM C 1421 0.3 % Weighted Particles 2.0% Max. L htwea ht Particles. 2.0 sp. (ASTM C 123) < 0.01% 0.5% Max Lightweiaht Particles, 2.4 s . - (ASTM C 123) < 0.01% 3.0% Max Sodium Sulfate Soundness (ASTM C 88) 2% Weighted Loss 12% Max Magnesium Sulfate Soundness (ASTM C 88) 1% Weighted Loss 18% Max Rodded Unit Unit Weight 101 pc1 Weight & Vods Percent Voids 41% (ASTPA C 29) Tons per cubic yard 1.36 tonslcu. yd. Loose Unit Unit Wetaht 93 pci Weight & Voids Percent Voids 45% (ASThI C 29) Tons per cubic yard 1.26 tons:cu. vd Los Angeles Abrasion (ASTM C 131) 320/. 5W% Max Percentage of Fractured Particles (ASTM C 5821) 1000% Total Evaporable !.Moisture Content (ASTIO C 566) 1.9°,% Weighted Average Fla: Panicles 2.4% Weighted Average Eongated Particles 0.6% Total Weighted Average Fla: ariftr Elongated Panicles 3,00/ RIALS ENGINEERS, INC. Damon B. Thomas, P.F ThkS tnnl mparl iciale: wily to Pie ilom- to Mod and shall a7. La raprotlixed, e.ce{K in ran, v.rlccf written eppiar,O at C I L 1 hunipwn. IBC. ATTACHMENT A LABORATORY TEST RESULTS PHYSICAL PROPERTIES OF AGGREGATES Company Name: Altert Frei and Sons, Inn Material Source: P116 Material Typo: No. 89 Stone Project No. Cl IE566. 1570-00D Report Date: January 2, 2014 Sieve Analysis of Coarse Aggregate (ASTM C 1361 Sieve Size Percent Passing No. 88 Stone Percent Passing Specification - - 12 och 12.5 min 100 100 3,a inch 9 5 min 99 90-100 No 4 (4.75 mm) 20 20-55 _ No. 8 l2.36 min _ 5 5.30 No. 16 (1 18 wirn) 4 0.10 No. 30 (600 re) 3 - No.50 300 m 2 0.5 No. 100 150 m1 2 No 200 75 prn _ 0 8 i U:e h18v Matorial Finer Than No. 200 Sieve by Washing IASTIA C 1171 Initial Dry Weight (g) Final Dry Weight(q)) Igstarial Finer Than No. 200 Sieve 1`ra 1002 1 08 Specific Gravity and Absorption or Coarso Aggregate (ASTM C 127) Oven Dry SSD in Suhmorged Bulk Bulk (SSD) Absorption Weight(9) Air Weight(9) Vo+ume Specific M We+ ht _Gravil t9B2.5 2013.1 -- — i?85S 72Z6 2 77 l 5 Clay Lumps and Friable Particles in Aggregate AS71A C 142 Slave Size Percent Grading of I Sam le Weight Before Weight After Percent Lon Weighted Percent Loss Passin Retained 3'4 ,nch 3,'8 Inch 1 - 0.2 0 0 Minch No.4 79 10OD3 998.5 02 0 2 No.4 tia 16 16 25 24.8 0.a 01 Less Than No. 16 4 _ Twat Percent Grading 100 Total Weighted Loss 0 311i Lightweight Particles In Aggregate (ASTM C 123) ple I Specific Gravity of Li uid Percentage by Mass ort Li htwei ht Particles2 i 2.0 < 0.01.2 2 a < 0 01 Fig. A-1 1 hs 70:1 sport iti Mir lathe 1W113 le51dd and Shall not to raprodun ad. eacapl in tic, wftc X. miller apt vrel of GTL Thompson, IM, PHYSICAL PROPERTIES OF AGGREGATES Company Namn: Albert Frei and Sons, Inc raterial Sourco: Pil6 Material Typo: No. 69 Stow Project No. CTI-%V4000.400 Raport Date: January 2, 2014 Soundness of Coarse Aggregates by Use of Sodium Sulfate Sieve Size Passinq Retained 112 Lndr 3(8 1n^_h 118 inch No.4 No.4 ND, 8 No.8 No. 16 No.16 No. 30 Less Than No. 30 Total Pvcnni Grading Soundness of Coarse Aggregates by Use of Magnesium Sulfate IASTM C 881 Sievo Size Percent Grading Weight Weight AfterL Percent Weighted %Lose Passing Retained V2 inch 3,8 inch f - - 06 0.0 318 inch No.4 79 302.9 301.5 05 0.4 WA No. 8 15 10D.0 99.2 0.8 0,1 No. 6 NO 16 1 - - o.e Do - -- No. 16 No. 30 1 16 0.0 Los Than No. 30 3 Total Percent GfaNJ,r1 ICO TOIjl Weghted Loss Bulk Density (Unit Weight) and Voids in Aggregates (Rodded Method) IASTM C 261 Sample Weight Ibs Bucket Volume Unit Waight cf 9.86 0.0985 100.1 9.98 0.0985 101.3 10. t 0 0.0985 102.5 Asrerage Unit Weight 101 pet Bulk Spe f.- Gravlty (OD) = 2 72 VOWS in Aggregate Compacted by Roddarg = 4 1 % Fig. A•2 This Ira! spurt relates onl/ 1n rnn uama Ioaio[I .vd snail rat bn reprodceed, ezcnpt in IJI, without wnan.'� apprcr:J of Gil i hcrpnci. Irc. PHYSICAL PROPERTIES OF AGGREGATES Company Name: Alden Fre, and Sons. Inc Material Source: Pc6 Material Type: No 89Stcne Project No. CT15668 OO —tX Report Date: January 2. 2C 14 Bulk Density (Unit Weight) and Voids In Aggregates (Loose Method) (ASTM C 281 Sample Weight bs) Bucket Volume _(le _ _ Unit Weight c 9.10 0.0985 92.4 9.18 0,0985 932 9.19 0.0985 1 93.3 Average Unit W"hl 93 pcl Faulk Spec41c Gravity FOD) = 2.72 Voids In Aggragato Compacted by Redding • 45% Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact In the Los Angolos Machine (ASTM C 13t) inidal Grading ,_ _ Wel ht Final Weight Percent Loss _ _ C 5001 7 3407 3 "!2 Determining the Percentage of Fractured Particles in Coarse Aggregate iASTIA o 5821 1 Initial Weight of Porcont of Fractured Weight Fractured Particles Particles minimum 2 fated 201.0_ 1-- 201.0 '00 Total Evaporable Moisture Content of Aggregates by Drying (ASTM C 566) Initial Final Moisture Weight Weight Content x 2002 2 19628 19 Fig. As 1 nis inst report rolnies only 1c the Bans lasted and sl•al rol de teprodered, azeep: In tut, reheat vmnon aFprvr> of CTL Thwnpswt, Inc PHYSICAL PROPERTIES OF AGGREGATES Client : Maori Fw and Sons. lac Swuplo ID: He 89 ra Pr0(ect: Flat rid ElorigaNd Pabdes Pit Name: At G Pralect No. CTt5096 CCO Percentage Of Flal Part lc lea In Coarse AUgregale IASTM D 47911 Criteria: J.1 Ratio Weighted Weighted Steve Weight of Flat Particle% Percentage of Percentage Of PerdMlt49e Pec"Iltage Retained Percent of Ntrmberof Particloe Flat Particle& (try ,weight) Flat Particle% Flat Perhaka of Flat of Flat Stan Grading Panicles (tat lby countl (91 flay count) (tr/ svNgha ParticMs Particle% flay coon!) (fly weight) 1 Inch 0 1 V. inch a x inch 0 Y. inch 1 - - - No. < rig100 4J.a 4 •0 1.0 J.2 2.4 ur r 20 Total 100 Total Wa:ghled Average Flat Particles 3.2 2.4 Percentage of Llongated Panicles in Coarse AUgnionte (ASTM 0 4791) Cmeris: J 1 Ratio Weighted ylatghted Weight of Etongatarl F.IungeluU Pereontaq<of Percentage of Percentage Parcanlage PartiUs Perca,ntol Numberol Particle% Particles Panulos Elongated Elongated of Elongated of Elongated Sire Grading Particles (0) Iby countl (by Weight) Panicles Particles Particles 191 (by countl Ila/ rAvrlgAt) toy cw f IbY county (by Wtighl) nch 0 nch 0oco F gnch 1.4 l.d 79 1CO 1 43.6 1 1 0.7 0.8 0.6 aw r 2u Total. 100 Taal Weighted Average Elongated Particle% 0.8 0.0 Total Welghled Avoragx Fiat Pari cto%and Elongated Part4les: 4.0 3,0 Fig. A-4 This fast report reia'Us arty to the Reny Ws9ed and shell not bo reproduced except rn lull, vid oul nrr.;or aFprvral of CTL Thgrnpvan. InC, Attachment #11 BRINKMAN CONSTRUCTION March 17, 2015 Nick Haws, PE, LEED AP Vice President NORTHERN ENGINEERING 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 970.221.4158 Re: Old Town Flats — Method of Compaction Utilized at Permeable Paver Sub -base 310 N. Mason Street, Fort Collins Dear Mr. Haws: As part of the City of Fort Collin's PCIP checklist the below is a short narrative of the compaction methods used for the various base course aggregates included with the Old Town Flats permeable paving system. - 42 Aggregate sub -base course was installed in V-0" lifts compacted with a sheep's foot roller attachment over the entire surface area. - #67 Aggregate base course was installed in 0'-4" lifts compacted with a plate compactor over the entire surface area. - #89 Aggregate bedding course was installed and compacted with a plate compactor over the entire surface area. If there are any questions or additional information which would be helpful please feel free to contact me at any time. Sincerely, ane Hi� Assistant Project Manager Brinkman Construction, Inc. 0 3003 East Harmony, Suite 300 o Fort Collins, CO 80528 Officc: (970) 267-0954 / Fax: (970) 206.1011 R'W W BnnAman Partners.com Attachment #12 "`uMMMMIIIIIIlIlllI R.-., Aj Landscaping Fabric layed over pavers with 1/2" OSB laid over the top of the assembly. Photo shows 112 of installation complete. Th Rullkff MATERIALS" Concrete Elliptical Pipe 18" -144" Equivalent Diameter Inside of Elliptical Pipe Section Thru Joint Concrete Pipe Division c„n Section Thru Barrel Table Of Dimensions And Wei hts Round Equivalent (inches) Inside Dimension (inches) Wall Thickness (inches) (inches) F (inches) Full Flow Water Area (Sq. Ft.) Approx. Weight (Lbs 1 Ft.) Rise Span 18 14 23 2 314 1 118 2 1.83 200 24 19 30 3114 1114 2 3.28 310 27 22 34 1 3112 1318 1 2114 4.12 1 380 30 24 38 3 314 1 318 2112 5.10 450 33 27 42 3 314 1318 3 6.33 495 36 29 45 4112 1314 3 7.36 650 39 32 49 4 314 1 13116 3114 8.78 750 42 34 53 5 1718 3112 10.2 850 48 38 60 5112 23116 3 314 12.9 1,040 54 43 68 1 6 2318 4 16.7 1,285 60 48 76 6112 2 518 4 20.5 1.535 66 53 83 7 2 314 5 24.8 1,815 72 58 91 7112 2718 5112 29.4 2,120 78 63 98 8 3 6 34.6 2,440 84 68 106 8112 3114 6 40.1 2,790 90 72 113 9 3112 6 46.1 3,170 96 77 121 1 9112 3 314 6 52.4 3,560 102 82 128 9 314 3 718 6 59.1 3,880 108 87 136 10 4 6 66.4 4,200 114 92 143 10112 4114 6 73.9 4,650 120 97 151 11 4112 6 82.1 5,130 132 106 166 12 5 6 99.2 6,150 144 116 180 13 5112 6 118 7,300 Pipe dimensions may vary depending upon equipment availability. Rise Wall Thickness Notes: 1. Produced to meet ASTM Specifications. 2. Contact a Concrete Pipe Division representative for details not listed on this sheet. 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