2015 ACHD Supplement to the 2015 ISPWC March 2016

Transcription

1 Kent Goldthorpe, President Paul Woods, Vice President Rebecca W. Arnold, Commissioner Sara M. Baker, Commissioner Jim D. Hansen, Commissioner 215 ACHD Supplement to the 215 SPWC March 216 Division 1 General Conditions This Division shall be deleted in its entirety. Division 2 Earthwork Section 22 Excavation and Embankment, Part 3.8 EMBANKMENT Paragraph C, Section 3 Material Too Granular to Test, Page 11. Add the following: H. A gradation and sand equivalency to verify Too Granular to Test will be performed at the same frequency as a density test would have been performed. Sand equivalency test results shall be equal to or greater than 25. Division 3 Trenching Section 36 TRENCH BACKFLL, Part 2 Materials Part 2.2 Native Trench Backfill Material, Page 2. The following shall be added: D. Use and placement of native trench material is at the Engineer s/owner s Discretion. Section 36 TRENCH BACKFLL, Part 3 Workmanship Section 3.3 TYPE A TRENCH BACKFLL (A 1, A 2, A 3), Page 4. Delete the heading entirely and replace with the following: TYPE A TRENCH BACKFLL (A 1, A 3) Section 36 TRENCH BACKFLL, Part 3 Workmanship Section 3.3 TYPE A TRENCH BACKFLL (A 1, A 3), Page 4. Delete paragraph D in its entirety. Section 36 TRENCH BACKFLL, Part 3 Workmanship Section 3.3 TYPE A TRENCH BACKFLL (A 1, A 3), Paragraph E.4, Page 5 shall be modified to read as follows: 4. Place each layer per Type A 1 compaction. Section 36 TRENCH BACKFLL, Part 3 Workmanship Section 3.3 TYPE A TRENCH BACKFLL (A 1, A 3), Paragraph E, Page 5 shall add the following: 6. Density Requirements: As outlined in Section 22, Subsection 3.8.C.2 Section 37 Street Cuts and Surface Repairs, Part 3.9 Type P Surface Restoration (with Pavement Fabric), Page 6. This section shall be deleted in its entirety. Ada County Highway District 3775 Adams Street Garden City, D PH FX

2 Section 37 Street Cuts and Surface Repairs, Part 4 Measurement and Payment Part 4.1.A, Page 9. The modifications are as follows: 1. Bid Schedule Payment Reference: A.1 2. Bid Schedule Description: Miscellaneous Surface Restoration (Landscaping). (SY) 3. Bid Schedule Payment Reference: A.3 4. Bid Schedule Description: Miscellaneous Surface Restoration (Sod). (SY) 5. Bid Schedule Payment Reference: A.5 6. Bid Schedule Description: Miscellaneous Surface Restoration (Pasture). (SY) 7. Bid Schedule Payment Reference: A.7 8. Bid Schedule Description: Miscellaneous Surface Restoration (Natural Ground). (SY) Section 37 Street Cuts and Surface Repairs, Part 4 Measurement and Payment Part 4.1.F, Pages 1 & 11. The modifications are as follows: 1. Bid Schedule Payment Reference: F.1 2. Bid Schedule Description: Main Line Type P Surface Restoration (Asphalt Roadway).(SY) 3. Bid Schedule Payment Reference: F.3 4. Bid Schedule Description: Main Line Type P Surface Restoration (Asphalt Roadway with Fabric)..(SY) 5. Bid Schedule Payment Reference: F.5 6. Bid Schedule Description: Service Line Type P Surface Restoration (Asphalt Roadway with Fabric) (SY) 7. Bid Schedule Payment Reference: F.7 8. Bid Schedule Description: Service Line Type P Surface Restoration (Asphalt Roadway with Fabric) (SY) Section 37 Street Cuts and Surface Repairs, Part 4 Measurement and Payment Part 4.1.F, Page 1. Add the following: 1. Bid Schedule Payment Reference: F.9 2. Bid Schedule Description: Service Line Type P Surface Restoration (Pot Hole Repair) (CY) Section 37 Street Cuts and Surface Repairs, Part 4 Measurement and Payment Part 4.1.J, Page 11. The modifications are as follows: 1. Bid Schedule Payment Reference: J.1 2. Bid Schedule Description: Gravel Access Road Type.. (SY) The following Standard Drawing shall be deleted from Division 3 of the SPWC: SD 33 The following 215 ACHD Standard Drawing Revision will be added to Division 3 of the SPWC: SD ACHD Supplement to the 215 SPWC Page 2

3 Division 4 Water No Changes Division 5 Sewer The following Standard Drawing shall be deleted from Division 5 of the SPWC: SD 58 The following 215 ACHD Standard Drawing Revision will be added to Division 5 of the SPWC: SD 58 Division 6 Section 61 Storm Drain nlets, Catch Basins, Manholes and Gravity rrigation Structures, Part 1 General Section 1.3 References, Page 1. Paragraph G shall be deleted in its entirety. Section 61 Storm Drain nlets, Catch Basins, Manholes and Gravity rrigation Structures, Part 2 Materials Section 2.1 Pipe Size, Type and Strength. Add the following: D. The following shall not be allowed for public storm drain systems and street crossings within the public right of way for irrigation or storm drain crossings: 1. Corrugated Galvanized Steel metal Pipe, Ribbed Pipe and Pipe Anchors 2. Corrugated Aluminized Steel Pipe and Pipe Arches Section 61 Storm Drain nlets, Catch Basins, Manholes and Gravity rrigation Structures, Part 2 Materials Section 2.2 Culvert, Storm Drain and Gravity rrigation Pipe and Fittings, Page 4. Paragraph F and G shall be deleted in its entirety. Section 61 Storm Drain nlets, Catch Basins, Manholes and Gravity rrigation Structures, Part 4 Measurement and Payment Section 4.1, Paragraph A, Page 8. tem 17 and tem 18 shall be deleted in its entirety. Section 62 Storm Drain nlets, Catch Basins, Manholes and Gravity rrigation Structures, Part 4 Measurement and Payment Part 4.1.H Precast Sediment Box, Page 1. The modifications are as follows: 1. Bid Schedule Payment Reference: H.1A Bid Schedule Description: Precast Sediment Box Size 1 Gal.. (EA) 2. Bid Schedule Payment Reference: H.1B Bid Schedule Description: Precast Sediment Box Size 15 Gal.. (EA) Section 62 Storm Drain nlets, Catch Basins, Manholes and Gravity rrigation Structures, Part 4 Measurement and Payment Part 4.1.O rrigation Ditch wide x Deep, Page 11. The paragraph will be modified to read as follows: Bid Schedule Description: rrigation Ditch Size wide x deep..(lf) 215 ACHD Supplement to the 215 SPWC Page 3

4 A. The following Standard Drawings shall be deleted from Division 6 of the SPWC: SD 61 SD 62 SD 63 SD 64 SD 64A SD 65 SD 66 SD 67 SD 68 SD 68A SD 69 SD 61 SD 61A SD 612 SD 613 SD 614 SD 616 SD 617 SD 619 SD 623 SD 627 SD 628 SD 629 B. The following 215 ACHD Standard Drawing Revision shall be added to Division 6 of the SPWC: SD 61 SD 63 SD 64A SD 66 SD 69 Division 7 SD 61A SD 616 SD 617 SD 619 SD 619A SD 627 SD 628 SD 629 Section 71 Concrete Formwork, Part 3.8 Form Removal, Paragraph A, Page 5, shall read as follows: A. Do not remove forms or bracing until concrete has achieved 9% of its design strength to carry its own weight and design loads. Section 71 Concrete Formwork, Part 3.8 Form Removal, Page 5, the following shall be added: C. Maintain Cold Weather requirements as outlined in Section 73 Cast n Place Concrete Section 76 Other Concrete Construction, Part 2 Materials, Page 3, the following shall be added: 2.7 Tactile Warning Surface TWS units shall be manufactured using a matte finish exterior grade homogenous glass and carbon reinforced polyester based SMC composite material as manufactured by ADA Solutions, nc. of Chelmsford, MA (Phone: , website: or approved equal. Color shall contrast visually with adjacent walking surfaces, either light on dark, or dark on light. Methods for construction and coloration must be approved by ACHD prior to construction. Section 76 Other Concrete Construction, Part 3 Workmanship, Page 5, the following shall be added: 3.14 Tactile Warning Surface (TWS) TWS product shall be installed per manufacturer s instruction. To the maximum extent possible, the TWS units shall be oriented such that the rows of in line truncated domes are parallel with the direction of the ramp and shall span the entire width of the ramp surface. The TWS unit shall be located so that the edge nearest the curb line is 6" minimum and 8" maximum from the curb line. The TWS units shall be tamped or vibrated into the fresh concrete to face of curb to ensure that there are no voids or air pockets, and the 215 ACHD Supplement to the 215 SPWC Page 4

5 field level of the TWS unit is flush to the adjacent concrete surface. Upon curing (allow 24 to 48 hours) remove protective plastic covering. Protect TWS unit against damage during the construction period. Section 76 Other Concrete Construction, Part 3.8 Finishing, Paragraph C, Page 5, the following modification shall be made: Light broom perpendicular to long dimension Section 76 Other Concrete Construction, Part 3.1 Tolerances, Paragraph D, Page 5, the following modification shall be made: pedestrian ramps or designated pathways. The following Standard Drawings shall be deleted from Division 7 of the SPWC: SD 71 SD 71B SD 72 SD 73 SD 74 SD 75 SD 76 SD 78 SD 79 SD 79A SD 71 SD 71A SD 71B SD 71C SD 712G SD 714 SD 714B SD 715 The following 215 ACHD Standard Drawing Revision shall be added to Division 7 of the SPWC: SD 71 SD 71B SD 71C SD 72 SD 75 SD 76 SD 78 SD 79 SD 79A SD 71 SD 71A SD 71B SD 71C SD 71D SD 71E SD 712G SD 712H SD 714 SD 714B SD 715 SD 715A Division 8 Section 81 Plant Mix Pavement, Part 1.2 Related Sections, Paragraph E will be deleted in its entirety Section 81 Plant Mix Pavement, Part 2.1 Hot Mix Asphalt Design, Paragraph D will be deleted in its entirety Section 81 Plant Mix Pavement, Part 3 Workmanship, Section 3.8 Joints. Paragraph F will be modified to read as follows: F. Apply an asphalt tack coat on contact surfaces of transverse and cold longitudinal joints just before mixture is placed against previously laid or existing material. CSS 1 emulsified asphalt at.1 gallons per SY. Section 814 Superpave Plant Mix Asphalt shall be added in its entirety 215 ACHD Supplement to the 215 SPWC Page 5

6 SECTON 814 SUPERPAVE PLANT MX ASPHALT PART 1 GENERAL 1.1 SECTON NCLUDES A. This work consists of constructing one or more courses of Superpave Plant Mix pavement in accordance with these specifications and in reasonably close conformity to the lines, grades, thicknesses, and typical cross section(s) shown in the Contract Documents, or as established. 1.2 RELATED SECTONS A. Section 83 Plant Mix Aggregate B. Section 85 Asphalt C. Section 86 Tack D. Section 81 Plant Mix Pavement 1.3 REFERENCES A. AASHTO Standard Specifications for Transportation and Methods of Sampling and Testing B. WAQTC Western Alliance for Quality Transportation Construction PART 2 MATERALS 2.1 CLASSFCATON A. The Superpave HMA shall be composed of a combination of aggregate, mineral filler (if required), and performance graded (PG) asphalt binder material. The Contractor shall furnish a job mix formula (JMF) and a HMA pavement that complies with the following requirements. Any JMF dated more than 1 year from the date of submittal will either require updated specific gravities from the original crush, or a new JMF. Updated specific gravities shall not alter the JMF target values out of tolerance; otherwise a new JMF will be required. 2.2 AGGREGATE & MX DESGN REQUREMENTS and PRODUCTON LMTS A. Aggregate for all mixes, except SP2, as a minimum shall be provided in two separate stockpiles. Aggregate shall be crushed stone or crushed gravel of such gradation that when combined with other required aggregate fractions and fillers, in proper proportion, the resultant mixture meets the gradation required under the composition of mixture for the specific class under contract. B. The fractions for the mixture shall be sized, graded, and combined in such proportions that the resulting blend conforms to the grading requirements as defined in Table 1 below. C. Aggregates shall meet the requirements of Section 83 Plant Mix Aggregates with the exception of Table 1 through ACHD Supplement to the 215 SPWC Page 6

7 SEVE SZE Table 1 SUPERPAVE AGGREGATE DESGN BANDS and VMA TOLERANCES 1 in. 1 NOMNAL MAXMUM SZE 3/4 in. 1/2 in. 3/8 in. PERCENT PASSNG 3/4 in. * /2 in. 9 max * /8 in. * max * 9 1 No. 4 9 max No. 8 * * * No. 2 * *2. 1. * VMA, % Minimum PRMARY CONTROL SEVE (PCS) CONTROL PONT FOR MXTURE NOMNAL MAXMUM AGG SZE ** Primary Control Sieve No. 4 No. 8 No. 8 PCS Control Point (% passing) * Denotes the sieves that will be used for mix design control points and quality analysis sieves for Class SP2 mixes. 2. ** The combined aggregate gradation shall be classified as coarse graded when it passes below the PCS control point as defined in table 1. All other gradations shall be classified as fine graded. (This classification is based on the Contractors JMF and not individual gradation tests.) TABLE 2 SUPERPAVE MXTURE REQUREMENTS Minimum Use Temporary Paving Local, Arterials & Collectors Quality Characteristics SP2 SP3 SP5 Design ESALs (million) (1) < 1 1 <1 1 < 3 Gyratory Compaction Gyrations for Ndes Relative density, %Gmm@Ndes Air Voids, %VA Dust to Binder Ratio Range, DP (2) Voids Filled With Asphalt, % VFA range daho Degradation, max loss, % 5. Ethylene Glycol, min retained, % 9 R Value Sodium Sulfate Soundness, max loss after 5 cycles, % (3) LA Wear AASHTO T 96, Max % loss 8 or more Fractured Face 1 fracture/2 fracture, % Min (4) 65/ 75/6 95/9 Uncompacted void content of fine agg, % Min Sand Equivalent, % Min Flat & Elongated, % Max ACHD Supplement to the 215 SPWC Page 7

8 (1) The anticipated project traffic level expected on the design lane over a 2 year period. Regardless of the actual design life of the roadway, determine the design ESALs for 2 years. (2) For No. 4 nominal maximum size mixtures, the dust binder ratio is.9 to 2.. f the aggregate gradation passes beneath the PCS Control Point specified in Table 1, the allowable dust to binder ratio range may increase from to (3) Perform sodium sulfate soundness testing when requested by the Engineer. (4) 95/9 denotes that 95% of the coarse aggregate has one fractured face and 9% has two or more fractured faces. Table 3 SUPERPAVE PRODUCTON REQUREMENTS Quality Characteristics SP2, SP3,SP5 Asphalt Binder, % PBe JMF value ±.4 Laboratory Air Voids, % Va 4. ± 1. Voids in Mineral Agg, VMA Per Table 4 Density, % See ACHD QC/QA Testing Frequency Table Table 4 SUPERPAVE AGGREGATE GRADATON & VMA TOLERANCES PRODUCTON SEVE SZE TOLERANCES FROM JMF 3/4 in. 1/2 in. 3/8 in. 1 in. No.4 JMF value ± 6.% No. 8 No. 3 JMF value ± 5.% No. 5 No. 1 JMF value ± 4.% No. 2 JMF value± 2.% VMA, % min Please see ACHD s QC/QA table for sampling requirements 2. Tolerances cannot be outside of design band 2.3 ASPHALT A. Asphalt Binder shall meet the requirements of Section 85 Asphalt. 1. Asphalt to be of the type and grade called for in the Contract Documents. 2. Asphalt will be accepted at the point of delivery. 3. Unless otherwise permitted, all asphalt for a specified project shall be furnished by one (1) supplier. f a change of supplier for asphalt is proposed, or if blending of plant mix asphalt from more than one supplier is proposed, mix design testing and verification are required as conditions of approval. 2.4 ANT STRPPNG ADDTVE A. Anti stripping additive shall meet the requirements of Section 81 Plant Mix Pavement, 2.4 Anti Stripping Additive. B. All Superpave Plant Mixes shall use a minimum.5% approved liquid anti stripping additive by weight of asphalt. 2.5 TEST METHODS A. Sieve Analysis of Fine and Coarse Aggregates AASHTO T 27. B. Materials Finer than No. 2 sieve in Mineral Aggregates by Washing AASHTO T 11. C. Preparing and Determining the Density of HMA Specimens by Means of the Superpave Gyratory Compactor AASHTO T 312. D. Percentage of Fracture in Coarse Aggregate AASHTO TP ACHD Supplement to the 215 SPWC Page 8

9 E. Plastic Fines in Graded Aggregate and Soils by Use of the Sand Equivalent Test AASHTO T 176. F. Flat and Elongated Particles in Coarse Aggregate ASTM D 4791 G. Theoretical Maximum Specific Gravity and Density of HMA Paving Mixtures AASHTO T 29. H. Bulk Specific Gravity of Compacted HMA using Saturated Surface Dry Specimens AASHTO T Sampling Bituminous Paving Mixtures AASHTO T 168. J. Sampling Bituminous Materials AASHTO T 4. K. n Place Density of HMA WAQTC TM 8. L. Determining the Asphalt Binder Content of HMA by gnition method AASHTO T 38. M. Bulk Specific Gravity of compacted HMA mixtures using saturated surface dry specimens AASHTO T 166. N. Mechanical analysis of extracted aggregate AASHTO T 3 PART 3 WORKMANSHP 3.1 Workmanship shall meet the requirements of Section 81, Part 3. ncluding, but not limited to, mixing plant, sampling devices, all equipment, paver, rollers, mix design approval and weather limitations and cutoff dates. Pavement shall be compacted to a range between 92% 96% of the theoretical maximum value from the JMF (See ACHD QC/QA Testing Frequency Table for requirements). Recycled plant mix (RAP) will be allowed up to 17% by weight of binder as outlined in the requirements of Section 81, Part 2.5 PART 4 MEASUREMENTS AND PAYMENT 4.1 Measurement and payment shall meet the requirements of Section 81, Part 4 and unless otherwise specified in the contract documents, acceptance of the Superpave plant mix and the incentive/disincentive payment will be in accordance with section 4.2. A. ncentive/disincentive payments will not be calculated for quantities under 15 tons. Failing tests are subject to rejection or pay reduction as determined by Engineer. 4.2 Acceptance, Pay Factors & ncentive/disincentive Payment. For projects not funded by ACHD, a pay factor of 1. will be used, and material failing to meet the project specifications will be subject to rejection, an extended warranty, or a fee. A. Mix Characteristic Acceptance and Pay Factors Determine the arithmetic mean, X X= x i n Where = Summation 215 ACHD Supplement to the 215 SPWC Page 9

10 x i n = ndividual test value = Total number test values Compute the sample standard deviation, (S) S= ( xi -X) n-1 2 Compute the upper quality index (Q u ). Q u = USL - X S Where USL = Upper specification limit. S = Standard deviation Q L = X-LSL S Compute the lower quality index (Q L ). Where LSL = Lower specification limit. S = Standard deviation Determine P U (percent within the upper specification limit, which corresponds to a given Q U ) from Table7. f a USL is not specified, P U will be 1. Determine P L (percent within lower specification limit, which corresponds to a given Q L ) from Table 7. f a LSL is not specified or the specification is zero (), P L will be 1. Determine the Quality Level(QL) (the total percent within the specification limits). Quality Level(QL) = (P U + P L ) 1 For air voids, each lot will be assigned a pay factor using the following equation: 55 (.5) QL ACHD Supplement to the 215 SPWC Page 1

11 Table 5 P U or P L Percent within Limits for Positive Values of Q U or Q L for a given Sample Size (n) PWL n = 3 n = 4 n = 5 n = 6 n = 7 n = 8 n = 9 n = 1 to 11 n = 12 to 14 n = 15 to ACHD Supplement to the 215 SPWC Page 11

12 PWL n = 3 n = 4 n = 5 n = 6 n = 7 n = 8 n = 9 n = 1 to 11 n = 12 to 14 n = 15 to NOTE: For negative values of QU or QL, PU or PL is equal to 1 minus the table value for PU or PL. f the value of QU or QL does not correspond exactly to a figure in the table, use the next higher figure. B. Pay Factors for Gradation (SP 2 only), VMA (SP 3 and SP 5) and Density (all mix classes) 215 ACHD Supplement to the 215 SPWC Page 12

13 Table 6 Pay Factor for a given Sample Size (n) and Quality Level Pay Factor n = 3 n = 4 n = 5 n = 6 n = 7 n = 8 n = 9 n = 1 to n = 12 to n = 15 to n=11 n=14 n= ACHD Supplement to the 215 SPWC Page 13

14 C. Calculation of ncentive/disincentive Payment for SP 2 mixes 1. Pay factors for test strips, leveling courses, approaches and miscellaneous paving not placed with mainline paving shall be 1.. The Maximum Pay Factor will be 1.5. f any individual Composite Pay Factor Value falls below.85 the maximum Pay Factor Value, the lowest CPF Value. Material with a Pay Factor less than.75 shall be rejected and removed at no cost to the District. 2. A Composite Pay Factor for Plant Mix Aggregate (CPF (PMA) ) will be computed as: a. (PF AV ) (.3) = CPF (PMA) b. PF AV = Weighted average based on quantity of material in each lot. 3. A Composite Pay Factor for Asphalt Binder Content (CPF (ABC) ) will be computed as: a. (PF AV ) (.3) = CPF (ABC) b. PF AV = Weighted average based on quantity of material in each lot. 4. A Composite Pay Factor for Density (CPF (Dens.) ) will be computed as follows: a. (PF AV ) (.4) = CPF (Dens.) b. PF AV = Weighted average based on quantity of material in each lot. 5. Calculation of ncentive/disincentive Payment. The incentive/disincentive payment for all Superpave plant mix pavement accepted by the Owner, excluding plant mix pavement for approaches and miscellaneous paving not placed with mainline paving, will be computed using the formula: a. B = (A) ((CPF (PMA) + CPF (ABC) + CPF (Dens.) ) 1) (Q) b. B = Total ncentive/disincentive payment for all Plant Mix Pavement accepted c. A = Unit Bid Price d. Q = Total Quantity of Plant Mix Pavement accepted D. Calculation of ncentive/disincentive Payment for SP 3 and SP 5 mixes 1. Pay factors for leveling courses, approaches and miscellaneous paving not placed with mainline paving shall be 1.. The Maximum Pay Factor will be 1.5. f any individual Composite Pay Factor Value falls below.85 the maximum Pay Factor Value, the lowest CPF Value. Material with a Pay Factor less than.75 shall be rejected and removed at no cost to the District. 2. A Composite Pay Factor for Air Void (CPF (AR VOD) ) will be computed as: a. (PF AV ) (.3) = CPF (AR VOD) b. PF AV = Weighted average based on quantity of material in each lot. 215 ACHD Supplement to the 215 SPWC Page 14

15 3. A Composite Pay Factor for VMA (CPF (VMA) ) will be computed as: a. (PF AV ) (.3) = CPF (VMA) b. PF AV = Weighted average based on quantity of material in each lot. 4. A Composite Pay Factor for Density (CPF (Dens.) ) will be computed as follows: a. (PF AV ) (.4) = CPF (Dens.) b. PF AV = Weighted average based on quantity of material in each lot. 5. Calculation of incentive/disincentive payment. The incentive/disincentive payment for all Superpave Hot Mix Asphalt accepted by the Owner, excluding plant mix pavement for approaches and miscellaneous paving not placed with mainline paving, will be computed using the formula: a. B = (A) ((CPF (AR VOD) + CPF (VMA) + CPF (Dens.) ) 1) (Q) b. B =Total incentive/disincentive payment for all Plant Mix Pavement accepted c. A = Unit Bid Price i. Q = Total Quantity of Plant Mix Pavement accepted PART 5 DSPUTE RESOLUTON SGNFCANT DFFERENCE 5.1 Table 7 quantifies the significant difference for differing quality assurance measures. A. For Superpave Plant Mix dispute density testing, cores obtained from the same location as the nuclear or non nuclear gauge test shall be used. Table 7 Characteristic Significant Difference Air Voids.5 percent VMA.5 percent Asphalt Content.2 percent Percent Compaction 1 percent #4 or Larger Sieves 4 percent #8 to #3 Sieves 3 percent #5 to #1 Sieves 2 percent #2 Sieve 1. percent Sand Equivalent QUALTY ASSURANCE A. Quality Assurance/verification of the Contractors testing will be performed by the County. Quality Assurance test results will not be substituted for acceptance results. B. Quality Assurance results will be used to evaluate the Contractor's Quality Control/acceptance test results. The data will be evaluated on a cumulative basis and not on a lot by lot basis as follows: 1) f the evaluation indicates the test results are consistent (t test passes), then the Engineer will combine the Contractor's tests into lots for Quality Analysis. The lots will be used by the Engineer to represent the material produced in Quality Analysis. 215 ACHD Supplement to the 215 SPWC Page 15

16 Tests can only be excluded with approval of the Engineer. Lot size will be determined by the Engineer. The following criteria will be used: i. A lot is based on work shift s production. ii. Minimum Lot size is 3 tests. iii. f the work shift is represented by less than three tests, the test (s) will be combined with the following work shift. iv. f the final work shift is represented by less than three tests, the test (s) will be combined with the previous work shift. 2) f the evaluation indicates the test results are inconsistent (t test fails), production shall be stopped. The Engineer will review contractor test procedures, calculations, and documentation to determine the source of the differences. Production will not be allowed to resume until the source of the differences is determined and corrected. f the source of the differences is determined to be caused by the Contractor, the State will not grant additional contract time. PART 6 HOT MX DEPTH 6.1 Depth will be based on the average from the cores obtained for the density gauge correlations, as outlined in the Minimum Testing Frequency Table for QC/QA. A. For newly constructed roadways, roadways that have had the existing plant mix milled the full width, existing plant mix has been removed, or one or more leveling courses are required. f more than one lift of plant mix is placed, the depth will be based on the both lifts combined. The following table 8 shall apply. Table 8 Actual Pavement Depth Vs. Planned Payment Adjustment No Payment for overage, and remedy action required if Over.55 under to.55 65% Deduct.35 to.45 45% Deduct.25 to.35 25% Deduct. to.25 % Deduct B. Example: 3 of hot plant mix is required per plan. Cores averaged tons of plant mix was placed. Bid per ton was $6. Deduct: 3. to 3.25 = Zero 3.25 to 3.35 = 7ton x (1 (3.25/3.35)) x $6 x.25% = $ deduct 3.35 to 3.45 = 7ton x (1 (3.35/3.45)) x $6 x.45% = $ deduct 3.45 to 3.55 = 7ton x (1 (3.45/3.55)) x $6 x.65% = $769.1 deduct 3.55 to 3.6 = 7ton x (1 (3.55/3.6)) x $6 x 1. % = $ deduct Total Deduct = $ $ $ $ = $2,218.6 deduct 215 ACHD Supplement to the 215 SPWC Page 16

17 The following Standard Drawings shall be deleted from Division 8 of the SPWC: SD 81 SD 82 SD 83 SD 85 SD 86 SD 89 The following 215 ACHD Standard Drawing Revision shall be added to Division 8 of the SPWC: SD 81 SD 82 SD 83 Division 9 No Changes Division 1 No Changes Division 11 SD 83A SD 85 SD 86 SD 89 ACHD Traffic Department Section 113 General Conditions shall be added in its entirety ACHD Traffic Department Section 1131 llumination, Traffic Signal Systems and Electrical shall be added in its entirety ACHD Traffic Department Section 1134 Pavement Markings and Delineation shall be added in its entirety ACHD Traffic Department Section 1135 Roadside Traffic Signs shall be added in its entirety ACHD Traffic Department Section 115 ntelligent Transportation Systems (TS) shall be added in its entirety ACHD Traffic Department, Section Luminaires and Lamps for ntersection Safety Lighting General nformation, Paragraph 3. The following shall be added: The LED luminaire Fixtures shall be LEOTEK Part Number EC7 18M MV NW 7 3 GY, Autobahn Number ATB2 4BLED MVOLT R3 AO, Cooper Navion Part Number NVN AE 3 E U T3 1K 4 BK or an ACHD approved equal. ACHD Traffic Department, Section Materials Part D, Sections 1 and 2 Added details regarding stop and yield signs sizes. This information was moved from Traffic Policy to Specifications, which better conforms to the other information in sign specifications. ACHD Traffic Department, Section General nstallation Requirements Part A Added priority level for sign installation. This information was moved from Traffic Policy to Specifications, which better conforms to the other information in sign specifications. The following ACHD Traffic Department Standard Drawings shall be added: a. TS NDEX Updated to reflect revision dates for traffic standards (6/15). b. TS 1112 Added pavement marking detail for stop bars and crosswalks at stop controlled intersections (6/15). c. TS 1113 Clarified minor design details for do not block intersection signs and markings (4/15). d. TS 1122 Added design details related to provision of diagonal on street parking (4/15). 215 ACHD Supplement to the 215 SPWC Page 17

18 The following Standard Drawings shall be deleted from Division 11 of the SPWC: SD 1132 The following 215 ACHD Standard Drawing Revision shall be added to Division 11 of the SPWC: SD 1132A SD 1132B Division 2 Section 22 Survey Monuments, Part 3.1 Reference Points, Paragraph A, Page 3, the following shall be added: Monuments include but not limited to 1/2, 5/8 iron pins (with or without survey caps), brass and aluminum caps and iron pipes. Section and Section 1/4 corners lost shall be replaced with a minimum 3 diameter brass cap or aluminum cap monument. Those corners found to lie greater than.5 below the road surface shall be brought flush with the finish surface upon completion of the road work. Section 22 Survey Monuments, Part 3.4 Standard Rebar Monument, Paragraph A, Page 4, the following shall be added: Lost monuments shall be remonumented under the direction of a PLS and shall conform to the following daho Statutes; Title , Title and Title A Corner Record (CP&F) and if necessary a Record of Survey shall be prepared for corners replaced and then filed in the Office of the County Recorder. Section 23 Utility Adjustments, Part 3.1 Manholes, Storm Drains, and Valve Boxes, Paragraph A, Page 2, the following shall be added: f necessary, this may include supplying a new cone section. Section 23 Utility Adjustments, Part 4.1 Manholes, Storm Drains, and Valve Boxes, Paragraph A, Page 4, the following shall be added. When existing manhole frames and covers are to be reused on a project, the contractor shall assure that individual covers are paired and reinstalled with their pre existing companion frames, by marking or tagging the individual pairs upon temporary removal. Each manhole cover shall seat in the frame firmly such that no rocking or movement shall occur when driven over. The contractor shall be responsible to supply all materials necessary, as approved by the Engineer, to achieve this requirement. C. The following 215 ACHD Standard Drawing Revision shall be added to Division 2 of the SPWC: SD 24J 215 ACHD Supplement to the 215 SPWC Page 18

19 EXSTNG ASPHALT PAVEMENT TYPE "B" CONCRETE TYPE 'p' EXSTNG PAVEMENT FABRC {DO NOT 215 NOTES: REFER TO SECTON-37 FOR MATERALS AND WORKMANSHP REQUREMENTS. ALL STREET CUTS V..LL REQURE RESUFF A'CNG B PAVNG MACHNE OR SPREADER NEVER TO BE LESS THAN 4' N \\loth. OF THE NEW TO EXSTNG PAVEMENT OUT OF WHEEL PATH OF THE STREET. WHERE THE STREET SURFACE N 1 g~~~~~~~ FABRC, TAKE THE FOLLOV..NG A. O'ERLA Y ABOVE FABRC ON EACH SDE TO B. NSTALL NEW ASPHALT TO C. NSTALL NEW FABRC FULL ACCORDANCE WTH D. OVERLAY FABRC WTH GRADE OF STREET. 'p /PAVEMENT FABRC 8" OF 3/4" MNUS CRUSHED AGGREGATE BASE {MN.) UNLESS A GREATER DEPTH S OTHERV..SE SPECFED. MATCH EXSTNG PAVEMENT DEPTH TO 6" UNLESS A GREATER DEPTH S OTHERWSE SPECFED. USE A 2 1 /2" {MN.) MAT ON RESDENTAL STREETS AND 3" {MN.) MAT ON COLLECTORS AND PORTLAND CEMENT CONCRETE SHALL BE CLASS 3 psi EARLY STRENGTH, AND COMPLY V..TH SECTON-76. CUT ASPHALT MAT N NEAT STRAGHT UNE. KEEP TRAFFC OFF 72 HOURS, UNLESS OTHERV..SE APPROVED BY THE MNMUM DSTANCES. 4 OVERLAP APPUES WHERE FABRC S BETWEEN STREET CUTS SURFACE REPAR CUT ASPHALT N NEAT STRAGHT UNE. 3/4" MNUS AGGREGATE SURFACE COURSE (8") OR THCKNESS OF EXSTNG GRAVEL, WHCHEVER S GREATER. THCKNESS EQUALS EXSTNG PAVEMENT DEPTH PLUS 2" OF CONCRETE OF PAVEMENT. LOCAL CUTBACK, ONLY F REQURED. COMPACTED TRENCH BACKFLL AS PER SD-31 AND SECTON-36 OF THESE SPECFCA lions. ASPHALT TO EXSTNG SHELF {MN 2" THCK). PLACE NEW PAVEMENT FABRC FULL \\loth OF ASPHALT PATCH. 4' MNMUM \\loth FOR SURFACE RESTORATON. AND DETALS SD-33

20 .. TYPE "8" CONCRETE TYPE "C" GRAVEL EXSTNG ASPHALT PAVEMENT FLOWABLE FLL (LEAN CONCRETE) -UTLTY TO BE LOCATED. f---...:..:.c.c-"='--~ -i PLACE BEDDNG MATERAL AS REQ'D BY UTLTY OWNER TYPE 'p' POT HOLE REPAR EXSTNG ASPHALT PAVEMENT TYPE 'p' ASPHALT NOTES: REFER TO SECTON-37 FOR MATERALS AND WORKMANSHP REQUREMENTS. PATCH WDTHS ARE NEVER TO BE LESS THAN 4' N WDTH. LOCATE THE MATCH OF THE NEW TO EXSTNG PAVEMENT OUT OF THE VEHCLE WHEEL PATH OF THE STREET. 2' CUTS ALLOWED ONLY ADJACENT TO CURBS. CONCRETE PAVEMENT MUST BE REPLACED N FULL PANELS UNLESS AUTHORZED N WRTNG BY ACHD. TACK ALL COLD JONT SURFACES WTH EMULSON WHCH HAS BEEN "BROKEN" PROR TO PATCHNG. THE ACHD DEVELOPMENT POLCY, SECTON 6-, NDCATES SPECFC MATERAL THCKNESS PLACEMENT BASED ON ROADWAY CLASSFCATON FOR STREET CUTS AND SURFACE REPARS. BETWEEN THE CONTENTS OF THE SPWC AND ACHD DEVELOPMENT POLCY THE MOST STRNGENT (i.e. THE THCKEST SECTON) REQUREMENT MUST BE MET FOR FELD PLACEMENT ACCEPTANCE. POTHOLE REPAR NOT ALLOWED N CONCRETE SECTONS UNLESS AUTHORZED N WRTNG BY ACHD. LEGEND: CD 3/4" MNUS COMPACTED AGGREGATE BASE COURSE 8" FOR LOCAL ROADS, 12" FOR ARTERAL OR COLLECTOR ROADS OR MATCH THE THCKNESS OF EXSTNG GRAVEL, WHCHEVER S GREATER PRNCPAL ARTERAL ROADWAYS SHALL BE PAVED 5" CD THCK, N 2 EQUAL LFTS, AS A MNMUM. MNOR ARTERAL ROADWAYS, COLLECTOR, LOCAL COMMERCAL AND LOCAL NDUSTRAL ROADWAYS SHALL BE PAVED BACK 3" THCK, AS A MNMUM. LOCAL RESDENTAL ROADWAYS AND ALLEYS SHALL BE PAVED BACK 2.5" AS A MNMUM. PORTLAND CEMENT CONCRETE SHALL BE CLASS 4 psi AND COMPLY WTH SECTON-76. KEEP TRAFFC OFF 72 HOURS, UNLESS OTHERWSE APPROVED BY THE ENGNEER. FULL PANEL REPLACEMENT REQURED FOR SURFACE RESTORATON. 2' CUTS ALLOWED ONLY ADJACENT TO CURBS. 3/4" MNUS AGGREGATE SURFACE COURSE (8") OR THCKNESS OF EXSTNG GRAVEL, WHCHEVER S GREATER. COMPACTED TRENCH BACKFLL AS PER SD-31 AND SECTON-36 OF THESE SPECFCATONS. CUT ASPHALT N A NEAT STRAGHT LNE 12" FROM THE EDGE OF TRENCH, UNLESS OTHERWSE SPECFED. 215 ACHD REVSON (ACHD SUPPLEMENT) STREET CUTS AND SURFACE REPAR DETALS 6" OF 3/4" MNUS CRUSHED AGGREGATE BASE (MN.) UNLESS A GREATER DEPTH S OTHERWSE SPECFED. SD-33

21 A L A LEGEND SCORES. FRAME AND COVER SEE "DETAL A" FOR FNSHED GRADE. SEE OTHER STANDARD DRA\\lNGS OF MANHOLES FOR MAXMUM HEGHT. GROUT BETY EN RNG AND COVER AND GRADE FRBLLATED POLYPROPYLENE FBER (ADDED PER MANUFACTURER"S RECOMMENDATONS} MAY BE USED N UEU OF f4 REBAR N CONCRETE COLLARS. A-A TOP OF COLLAR TO BE FLUSH WTH MANHOLE COVER. DETAL A 215 MANHOLE COLLAR SD-58

22 A l A J PLAN SECTON A-A LEGEND CD fl4 REBAR HOOPS (2 EACH) SEE SECTON A-A). #4 REBAR AT 2" SPACNG. SCORES. RM. FRAME AND COVER PER SD-57 AND SD-57A. SEE "DETAL A" FOR REBAR N COLLAR. FNSHED GRADE. SEE OTHER STANDARD DRA'MNGS OF MANHOLES FOR MAXMUM HEGHT. GROUT BETWEEN RNG AND COVER AND GRADE FRBLLATED POLYPROPYLENE FBER (1 1/2 LBS./CY) MAY BE USED N LEU OF f/4 REBAR N CONCRETE COLLARS. NOTE: TOP OF COLLAR TO BE FLUSH 'MTH MANHOLE COVER. 1/8"-1/4". DETAL A 215 ACHD REVSON (ACHD SUPPLEMENT) MANHOLE COLLAR SD-58

23 :... ::... R 1/2" b ' LEGEND (j) 2-7" 4 BAR EACH SDE. EDGE OF 1.75" X 1.75" X 3/8" ANGLE 3/8" X 1" 3'-" A-36 STEEL 3-7" 4 PAVEMENT SURFACE. 3 1 /2" X 3" X 3' -" ANGLE RON. STA.nAR SECTON A-A 215 SECTON B-B NLET CATCH BASN TYPE SD-61

24 LEGEND CD TROWEL SMOOTH EDGE OF GUTER 1.75" X 1.75" X 1/4" ANGLE RON. STANDARD GRATE FRAME SEE SD-69 AND SD-61A G) PAVEMENT SURFACE. 3'-" 28"., r STANDARD GRATE AND GRATE FRAME. SEE SD-69 OR SD-61A. 4" X 4" X 3/8" ANGLE RON (3) 7" N.4 BARS PLAN 3'-" 2'-4" 6" 2'-o" 6" FLOWLNE OF CURB SECTON A-A BASE OF CURB : ~... ' "'~;: ;: NOTCH 2"X2" 28", ;::~ =-=------<f"i 215 ACHD REVSON (ACHD SUPPLEMENT) NLET CATCH BASN TYPE SD-61

25 :... ::. SECTON A-A N.T.S. b ' LEGEND CD GALV. 2-7" 4 BAR EACH 2-3' -D" 4 BARS. 3" x 3" x 3/8" x 3'-o ANGLE RON. G) 3 1/2" X 3" X 3/B" X 1'-5" ANGLE EDGE OF GUTTER. 3 1 /2" X 3" X 3' -" ANGLE RON. 3/B" X 1 STEEL PLATE. SEE.,... ' ,..--+-'. SECTON B-B 215 NLET CATCH BASN TYPE SD-62

26 ~~ A "' L\ ~ "' -;... ~ "' "V ( :s -o m--, 2'-6" t 1 4" rip.) v A 1\ J '\114" PLAN...; A-A.! ' LEGEND CD 2 BARS J 1/2" X J/8" X 2'-6". FNSHED SURF ACE. 2 - ANGLES J 1/2" X J". 2-7" 4 BAR EACH SDE 1" PER FOOT MNMUM SLOPE. PAVEMENT SURFACE. STANDARD GRATE AND GRATE FRAME. SEE SD-69, SD-61 AND SD-61A. TROWEL SMOOTH. 215 NLET CATCH BASN TYPE ll SD-63

27 < A..J !... ~......,..... PLAN 14 1/4" 2'-2 1/4" 5 2 SECTON A-A.lr... ~.a ":' Ll,.... Ll,.. ".(... :... u ".a LEGEND 1.75" X 1.75" X 1/4" ANGLE RON FNSHED SURFACE..2% MNMUM SLOPE. PAVEMENT SURFACE. STANDARD GRATE AND GRATE FRAME. SEE SD-69 OR TRO'NEL SMOOH. 6" 2'-o 6" SECTON B-B 215 ACHD REVSON ACHD SUPPLEMENT NLET CATCH BASN TYPE ll SD-63

28 27 1/4" " <,... z '::! ~ w --' () < : < > _..,... "' SECTON B-B col 3'-" {MN.) 2'-3 1/4" END VEW 3'-" (MN.) LEGEND G) GALV. 3" x 3" x 3/a" x 3'-o" ANGLE RON. 1-8'-7" 4 BAR (MN). 2-3'-9" 4 BARS EACH SDE. G) 2-7" 4 BAR EACH SDE. 1-3'-1" 4 BAR EACH SDE. 2-3'-" 4 BARS. 3 1/2" X 3" X 3/8" X 1'-5" ANGLE RON. EDGE OF GUTTER. 3 1/2" X 3" X 3/8" X 3'-" ANGLE 3/8" X 1" 3'-" A-36 STEEL 3-7" 4 PAVEMENT 1 1/2" X 5/B" STEEL BAR (TYP.). (j] 1.5" X 1.5" X.25" STEEL TRANGLE (2 1.75" x 1.75" X.25" STEEL WELD (4) 1/2" X 3" STUDS. 215 SECTON A-A NLET CATCH BASN TYPE V SD-64

29 5/8" /4" 7 / /1 6" "''--(D 5/8" ' ' /4 FLLET WELD ALL BARS 4 PLACES (TYP.) GRATE DETAL 28 1/8" GRATE FRAME DETAL 36" MN.. ~~:;...,.:... : : ~ LEGEND CD 1 1/2" X 5/B" STEEL BAR (TYP.). SDE VEW 1.5" X 1.5" X.25" STEEL TRANGLE (2 1.75" X 1.75" X.25" STEEL ANGLE. WELD (4) 1/2" X 3" STUDS. ADJONNG TOP OF CURB. OUTLET. TROWEL SMOOTH. NLET CATCH BASN TYPE V (FOR ROLLED CURB) SD-64A

30 .... ' ;~:.. ~.. ~ ~~... A L f-.<--, l_j tlj -=r SECTON B-B ~ B TOP VEW 8" RADUS UP TO NLET CATCH BASN, SEE ROLLED CURB SD-72. HAND FORM RADUS AT NLET CATCH BASN TO FT LEGEND CD ADJONNG TOP OF b PAVEMENT SURFACE. G) STANDARD GRATE AND GRATE FRAME, SEE SD-69 OR SD-61 OA. STANDARD ROLLED CURB AND GUTTER. 4" X 4" X 3/8" ANGLE RON (3) 7" N.4 OF GUTTER 2'-4 11 SECTON A-A 215 ACHD REVSON ACHD SUPPLEMENT NLET CATCH BASN TYPE V (FOR ROLLED CURB) SD-64A

31 2 "' 1/4" FLLET WELD ALL BARS "' 4 PLACES (TYP.) ~ f ''---'"-' ~ GRATE DETAL 28 1 /8" GRATE FRAME DETAL 12" 215 LEGEND CD 1 1/2" X 5/8" STEEL BAR (TYP.). 1.5" X 1.S" X.2S" STEEL TRANGLE ( " X 1. 75" X.25" STEEL ANGLE. G) WELD (4) 1/2" X 3" ADJONNG TOP OF CURB. 2" X 2" X 1/4" X 36" STEEL ANGLE, 36" LONG. (j) OUTLET. TROWEL SMOOTH. NLET CATCH BASN TYPE V SDE VEW SD-65

32 18" 215 DESGN LOAD: AASHTO HS-25 HGHWAY LOADNG AND CLASS 4 psi CONCRETE. ALL RENFORCNG STEEL TO BE GRADE 6. DETALED DRAWNG OF A PRECAST BOX OR A POURED N PLACE BOX DESGN MUST BE APPROVED BY THE OWNER PROR TO. CONSTRUCT CATCH BASN PORTON ABOVE BOX LKE NLET CATCH BASN, TYPE V FOR CURB APPLCATONS. SECTON B-B LEGEND G) BACK OF CURB LNE. LP OF GUTTER. STANDARD GRATE AND GRATE FRAME. SEE SD-69, SD-61 AND SD-61A. BAFFLE WALL "A". BAFFLE WALL "B". 12" PPE OUTLET. CATCH BASN/SEDMENT BOX TYPE A SPECAL DAt.AOND FNSH MANHOLE COVER WTH "STORM DRAN" CAST N COVER PER SD-616. STANDARD RNG. CONCRETE RSER FORM TAPERED HOLE OPENNG SO GASKET WEDGES N 12" RUBER GASKET SDR-35 M.J. TOP OF BAFFLE WALL BOTTOM OF BAFFLE WALL 12" DA. X 3" LONG VERTCAL PVC PREFABRACATED GALVANZED STEEL HANDLES WTH GALVANZED SCREWS/NUTS. 2" x 2" x 1/4" STEEL ANGLE. STEEL ANGLE GRATE AND GRATE FRAME PER SD-65. TANK CAPACTY S APPROXMATELY 5 GALLONS OR 69 CUBC BEFORE 1HESE BOXES ARE USED THE APPLCATON MUST BE APPROVED BY THE OWNER. SD-66

33 A ~ ~ Cl iii L<.. :.:: ~ ~ ixj ':n,--::. (c,.., L q~\!1 ~ ~ r-- _j_ '::o,.., 'N ':a,.., ;,., ~~~~~~~ ) ANGLE VARES!--/PER APPLCATON -. < _.,_~ D PLAN VEW 1., /4".. SDE VEW FRONT VEW REMOVEABLE FUNNEL )..... ~: -~ j hianhole r,.:.:,;....'.:._:..'f CATCH BASN, '... ;... OPENNG "..,.: : :.,'. 'f OPENNG.,, ' 13..:.. -. '::o ':a ') SDEWALK WDTH VARES LEGEND ~ CD BACK OF CURB LNE. Cl ::J >~... ~ l... \ ,.:,..}- \.. l... SECTON A-A NOTES: LP OF GUTTER. SECTON B-B STANDARD GRATE AND GRATE FRAME. SEE SD-69, SD-61 AND SD-61A. BAFFLE WALL "A" BAFFLE WALL "B" 12" PPE OUTLET. SPECAL DAMOND FNSH MANHOLE COVER WTH "STORM DRAN" CAST N COVER PER SD STANDARD RNG. CONCRETE RSER 3" X 3" X 1/4" STEEL ANGLE w/ (3) 3/8"~3" ANCHORS [j) 1 3/4" LP TO ST NSDE GRATE FRAME BELOW TOP OF BAFFLE WALL BOTTOM OF BAFFLE WALL 12GA SHEET METAL FABRCATED REMOVABLE 2" X 2" X 1/4" STEEL ANGLE w/ (3) 3/8"~3" ANCHORS DESGN LOAD: MSHTO HS-25 HGHWAY LOADNG AND TANK CAPACTY S APPROXMATELY 75 GALLONS OR 1 CLASS 4 psi CONCRETE. CUBC FEET. ALL RENFORCNG STEEL TO BE GRADE BEFORE THESE BOXES ARE USED THE APPLCATON MUST 215 ACHD REVSON (ACHD SUPPLEMENT) DETALED DRAWNG OF A PRECAST BOX OR A POURED N PLACE BOX DESGN MUST BE APPROVED BY THE OWNER PROR TO. CONSTRUCT CATCH BASN PORllON ABOVE BOX LKE NLET CATCH BASN, TYPE FOR CURB APPLCATONS. STEEL ANGLE GRATE AND GRATE FRAME PER SD-69, SD-61, AND S-61 OA BE APPROVED BY THE DESGN MAY BE REVERSED FOR BEST APPLCATON WTH MANHOLE AND CATCH BASN OPENNGS N OPPOSTE DRECTONS. CD TYPE c BOX MAY NOT BE SUBSTTUTED FOR TYPE A OR TYPE B WTHOUT THE APPROVAL OF THE OWNER. CATCH BASN/ SEDMENT BOX TYPE A SD-66

34 -, 41" 49" TOP VEW L..)>, 4 LEGEND CD 2" X 2" 1/4" STEEL BAFFLE G) 12" PPE OUTLET. GRATE FRAME. STANDARD FRAME AND GRAlE. SEE SD-69, SD-61 AND SD-61A. ASPHALT. 12" RUBBER GASKET SDR-35 M.J. GASKET. FLOWLNE PER DESGN PLANS. FORM TAPERED HOLE OPENNG SO GASKET WEDGES ARE SNUG. 215 HGHWAY LOADNG AND A PRECAST BOX OR A POURED N ST BE APPROVED BY THE OWNER ON. CONSTRUCT CATCH BASN PORTON ABOVE BOX LKE NLET CATCH BASN, TYPE V FOR CURB APPLCA11NS. STEEL ANGLE GRAlE AND GRATE FRAME PER SD-69 AND SD-61. TANK CAPACTY S APPROXMAlELY 3 GALLONS OR 4 CUBC FEET. BEFORE THESE BOXES ARE USED THE APPLCA11N MUST BE APPROVED BY THE OWNER. CATCH BASN/SEDMENT BOX TYPE PREFABRACAlED GALVANZED STEEL HANDLES WTH GALVANZED 12" DA. PVC X 3" CAST (4) 3/8" X 3" STEEL STUDS THROUGH PPE WALL TO SECURE PLACE 1" DAMElER REMOVABLE PPE PLUG WTHN PPE SLEEVE (CHERNE EXPANSON GRPPER OR APPROVED 1 " DAMElER PVC PPE SLEEVE CAST NTO BAFFLE WALL ALGN WTH OUTLET FACE OF 1 " PVC PPE SLEEVE CLEAN OUT WTHN BAFFLE WALLS. CENlERED ON OUTLET PPE TO ALLOW BEST BOTTOM OF BAFFLE WALL. SD-67

35 SDEWALK WDTH VARES 18" PPE. ""' t 215 DESGN LOAD: CLASS 4 psi ALL RENFORCNG STEEL TO BE GRADE 6. DETALED DRAWNG OF A PRECAST BOX OR A POURED N PLACE BOX DESGN MUST BE APPROVED BY THE OWNER PROR TO. CONSTRUCT CATCH BASN PORTON ABOVE BOX LKE NLET CATCH BASN, TYPE V FOR CURB APPLCATONS. STEEL ANGLE GRATE AND GRATE FRAME PER SD-69 N TE s: -- SECTON B-B LEGEND BACK OF CURB LNE. LP OF GUTTER. STANDARD GRATE AND GRATE FRAME. SEE SD-69, SD-61 AND SD-61A. BAFFLE WALL "A". BAFFLE WALL "B". 12" PPE OUTLET. SPECAL DAMOND FNSH MANHOLE COVER WTH "STORM DRAN" CAST N COVER PER SD-616. STANDARD RNG. CONCRETE RSER RNGS. FORM TAPERED HOLE OPENNG SO GASKET WEDGES N 12" RUBBER GASKET SDR-35 M.J. TOP OF BAFFLE WALL BOTTOM OF BAFFLE WALL 12" DA. X 3" LONG VERTCAL PVC PREFABRCATED GALVANZED STEEL HANDLES WTH GALVANZED 2" X 2" X 1/4" STEEL ANGLE. TANK CAPACTY S APPROXMATELY 75 GALLONS OR 1 CUBC FEET. CATCH BASN/SEDMENT BOX TYPE C CD BEFORE THESE BOXES ARE USED THE APPLCATON MUST BE APPROVED BY THE OWNER. DESGN MAY BE REVERSED FOR BEST APPLCATON WTH MANHOLE AND CATCH BASN OPENNGS N OPPOSTE DRECTONS. TYPE C BOX MAY NOT BE SUBSTTUTED FOR TYPE A OR TYPE B WTHOUT THE APPROVAL OF THE OWNER. SD-68

36 SDEWALK WDTH VARES m~ s" 1... SDE VEW NSERT SECTON B-B LEGEND CD STD. GRATE & GRATE FRAME SEE STD. DRAWNG. SPECAL DAMOND FNSH MANHOLE COVER WTH "STORM DRAN" CAST N COVER. FRAME PER SD-61 6 (TYPCAL). 2" LP TO ATTACH TO TOP OF SED BOX. ATTACH FUNNEL WTH 1/2" GALVANZED STEEL ANCHOR BOLTS (iyp.). 12" POLYETHYLENE REMOVABLE FUNNEL. CONCRETE RSER RNGS. (MAX. 12"). STANDARD RNG. BACK OF CURB LNE. BAFFLE WALL BAFFLE WALL FL ELEV. PER DESGN 2"x2"x1/4" STEEL LP OF GUTTER. DESGN LOAD: MSHTO HS-25 HGHWAY LOADNG AND CL-4 CONCRETE. ALL RENFORCNG STEEL SHALL BE GRADE DRAWNG OF A PRECAST BOX OR A POURED N PLACE BOX DESGN MUST BE APPROVED BY THE ENGNEER PROR TO. CONSTRUCT CATCH BASN PORTON ABOVE BOX LKE NLET CATCH BASN, TYPE V PER SD-65. NOTES: STEEL ANGLE GRATE AND GRATE FRAME PER SD-65. rank CAPACTY S APPROXMATELY 5 GALLONS OR 69 CUBC THESE BOXES ARE USED THE APPLCATlON MUST BE APPROVED BY THE MANHOLES TO MATCH TOP BACK OF CURB ELEVATON. CONCRETE COLLARS ARE REQURED AROUND MANHOLES THAT ARE PLACED N LANDSCAPED AREAS. CD EXTEND, 2" POLYETHYLENE FUNNEL 1 " BELOW TOP OF BAFFLE WAUL "B". 215 CATCH BASN/SEDMENT BOX TYPE D SD-68A

37 A 7 L~ ~ 29-3/4" TOP VEW SECTON A-A SOMETRC VEW END VEW NOTES CD FOUR-SDED FRAME S REQURED. 215 CONTRACTOR HAS THE OPTON OF WELDNG THE BACK STEEL ANGLE BAR NTO PLACE AFTER SLP FORMS FOR BOX HAVE BEEN REMOVED. ENSURE GRATE FRAME S SQUARE BEFORE DONG A FULL PENETRATON WELD TO ATACH BACK STEEL ANGLE BAR. GRATE FRAME DETAL CATCH BASN GRATE TYPE LEGEND CD 1-1/2" X 3/4" STEEL BARS (TYP.). 1/4" FLLET WELD ALL BARS 4 PLACES (TYP.). WELD (4) 1/2"x3" STUDS. SD-69

38 . A A L ~J 1/16" LP (TYPCAL) 27-1/4" TOP VEW SECTON A-A SOMETRC GRATE TYPE 28" SEE NOTES BELOW 27 1/2".D. 1-3/4" X 1-3/4" X 1/4" STEEL ANGLE TOP VEW END VEW NOTES CD FOUR-SDED FRAME S REQURED. 215 ACHD REVSON ACHD SUPPLEMENT GRATE CATCH FRAME DETAL LEGEND CD 1-1/2" x 3/4" STEEL BARS (TYP.). BASN GRATE TYPE 1/4" FLLET WELD ALL BARS. 4 PLACES (TYP.) WELD (4) 1 /2"x7" STUDS. SD-69

39 A~ L % <!) SOMETRC VEW END VEW NOTES G) FOUR-SDED FRAME S REQURED. CONTRACTOR HAS THE OPTON OF WELDNG THE BACK STEEL ANGLE BAR NTO PLACE AFTER SLP FORMS FOR BOX HAVE BEEN REMOVED. ENSURE GRATE FRAME S SQUARE BEFORE DONG A FULL PENETRATON WELD TO ATTACH BACK STEEL ANGLE BAR. GRATE FRAME DETAL LEGEND CD 1-1/2" X 3/4" STEEL BARS (TYP.). 1/4" FLLET WELD ALL BARS 4 PLACES WELD (4) 1/2"x3" STUDS. 215 CATCH BASN GRATE TYPE SD-61

40 2 BARS 3" X 5/8" X 2'-4 3/4" LONG~ 13 BARS 1-1/2" x 5/8" x 15-1/4" LONG 1/4" FLLET WELD ALL BARS 4 PLACES (TYP.) ~... r<) A~ "' L A J.. ~~Ad~~~~v 29-3/4".. ~e-~~~~~~""~~~~-a T' SOMETRC VEW END VEW NOTES ( ; FOUR-SDED FRAME S CONTRACTOR HAS THE OPTON OF WELDNG THE BACK STEEL ANGLE BAR NTO PLACE AFTER SLP FORMS FOR BOX HAVE BEEN REMOVED. ENSURE GRATE FRAME S SQUARE BEFORE DONG A FULL PENETRATON WELD TO ATACH BACK STEEL ANGLE BAR. GRATE FRAME DETAL 215 CATCH BASN GRATE TYPE ll SD-61 OA

41 A L SECTON A-A SOMETRC GRATE TYPE ll,. 28"., 3 r- c '\ / g. \_ SEE NOTES BELOW '<t ~ ') ~ ".D. ' ~ ) ~ c / 1-3 4" X 1-3 4" X 1 4" y STEEL ANGLE TOP VEW / p '" '-- END VEW NOTES ( ; FOUR-SDED FRAME S REQURED. GRATE FRAME DETAL LEGEND Q) 1-112" x 314" STEEL BARS (TYP.). 114" FLLET WELD ALL BARS. 4 PLACES WELD (4) 1l2"x7" STUDS. 215 ACHD REVSON (ACHD SUPPLEMENT) CATCH BASN GRATE TYPE ll SD-61 OA

42 4 FT. OR GREATER DEPTH, PPE DA. < 24" STREET SEC11NS N PLACE, SURFACE PLAN.CClNCREl"E MANHOLE BARREL SECTON OT SHOWN) 54"-72" RCP. GASKETED HUB RNG OR RUBBER GASKETED COLLAR. SURFACNG TO MATCH FLUSH WTH EXS11NG SURFACNG (AC SHOWN). FRAME TO BE GROUTED TO GRADE RNGS. FRAME AND COVER PER SD N MANHOLE STEPS. CAST-N-PLACE MANHOLE BASE. FOR PREFABRCATED BASE SEE SD-51A ~ BEDDNG SECTON A-A OPTONAL PREFABRCATED MANHOLE BASE WTH APPROVED PPE CONNEC11NS MAY BE USED WTH ENGNEERS APPROVAL, SEE SD-51A. PLACE VERTCAL WALL ON UPSTREAM SDE OF MANHOLE, ROTATED 45 DEGREES. FOR DAMETER, D, GREATER THAN 24", SEE SD-61 3 OR SD MANHOLE FRAME AND COVER: A. REFER TO DRAWNG SD-617. B. FRAME AND COVER SHALL BE FLUSH WTH SLOPE OF PAVEMENT. C. "STORM DRAN" ON COVER. WHERE PVC PPE S U11LZED, NSTALL A RUBBER RNG OR GASKET COLLAR WHERE THE PPE S N CONTACT WTH MANHOLE BASE AND/OR MANHOLE CHANNEL, N ORDER TO NSURE A WATERTGHT SEAL. ETHER BASE ON SD-51 OR SD-51A MAY BE USED WTH ETHER MANHOLE DESGN. 215 STANDARD MANHOLE TYPE A SD-612

43 2-#5 TOP & BOTTOM FOR 27" - 36" PPE -1/5 TOP & BOTTOM j A 1-1/5 TOP & BOTTOM STANDARD REDUCER SLAB TOP DETALS PAVED AND GRAVEL AREAS GRADE RNGS WATERTGHT N PLACE, TO EXCEED 21" FROM FNSHED SURFACE TOP OF CONE. NFORCED CONCRETE REDUCER SLAB. RAMNEK OR APPROVED GASKETS AT ALL JONTS. PROPERLY ALGN ALL NTEROR JONTS. 215 '" ~ ::: w []_ ~ []_ w w ::: w ~ z ~ (/) w ct: <( > @ PRECAST CONCRETE MANHOLE BARREL SEC11N (REBAR NOT SHOWN) 54"-72" RCP. PRECAST GASKETED HUB RNG OR RUBBER GASKETED COLLAR. SURFACNG TO MATCH FLUSH W11H EXSTNG SURFACNG (AC SHOWN). FRAME TO BE GROUTED TO GRADE RNGS. FRAME AND COVER PER SD-617. MANHOLE STEPS. GROUT SM11H ALL NTEROR JONTS. CUT OUT RCP MANHOLE TO CONFORM TO PPE. CAST-N-PLACE MANHOLE BASE. FOR PREFABRCATED BASE. SEE SD-5D2A NOTES: OPTONAL PREFABRCATED MANHOLE BASE WTH APPROVED PPE CONNEC11NS MAY BE USED WTH ENGNEERS APPROVAL, SEE SD-52A. STANDARD MANHOLE TYPE B PLACE VER11CAL WALL ON UPSTREAM SDE OF MANHOLE, ROTATED 45 DEGREES. FOR EXTRA DEP11H MANHOLE, SEE SD-614 "STANDARD MANHOLE TYPE B, DEEP". MANHOLE FRAME AND COVER: A. REFER TO DRAWNG SD-617. B. FRAME AND COVER SHALL BE FLUSH W11H SLOPE OF PAVEMENT. C. "STORM DRAN" ON COVER. WHERE PVC S UTLZED, NSTALL A RUBBER RNG OR GASKET COLLAR WHERE 11HE PPE S N CONTACT WTH MANHOLE BASE AND/OR MANHOLE CHANNEL, N ORDER TO NSURE A WATER11GHT SEAL SD-613

44 AND GRAVEL 6. C ECCENTRC CONE. 36" PPE OR APPROVED GASKETS AT ALL Y ALGN ALL NTEROR JONTS. NFORCED CONCRETE REDUCER SLAB AS APPROVED BY THE ENGNEER. @ SURFACNG TO MATCH FLUSH WTH EXSTNG SURFACNG (AC SHOWN). FRAME AND COVER PER SD " RCP THRU 72" PPE. 48" DAMETER BARREL SECllON. GRADE RNGS. CAST-N-PLACE MANHOLE BASE. SEE SD-52A FOR PREFABRCATED BASE.... 1,... :- :.,.t.. ~,,;... ~.:~ ~.. ~ t..:;.: -~~ :. : --~~ : 4 ' lo.:.-~ NOTES: OPllONAL PREFABRCATED MANHOLE BASE WTH APPROVED PPE CONNECllONS MAY BE USED WTH ENGNEERS APPROVAL, SEE SD-52A. PLACE VERTCAL WALL ON UPSTREAM SDE OF MANHOLE, ROTATED 45 DEGREES. MANHOLE FRAME AND COVER: A. REFER TO DRAWNG SD-617. B. FRAME AND COVER SHALL BE FLUSH WTH SLOPE OF PAVEMENT. C. "STORM DRAN" ON COVER. WHERE PVC S UllLZED, A RUBBER RNG OR GASKET COLLAR S TO BE NSTALLED WHERE THE PPE S N CONTACT WTH MANHOLE BASE AND/OR MANHOLE CHANNEL, N ORDER TO NSURE A WATERllGHT SEAL. 2D15 SECTON A-A STANDARD TYPE B, MANHOLE DEEP SD-614

45 A l.. T LEGEND G)ll4 114 RM. FNSHED GRADE. SEE OlHER S OF MANHOLES FOR MAXMUM HEGHT. GROUT BETWEEN RNG AND COVER AND GRADE FRBLLATED POLYPROPYLENE FBER (ADDED PER MANUFACTURER'S RECOMMENDATONS) MAY BE USED N LEU OF #4 REBAR N CONCRETE COLLARS. A-A 2" (MN.) NOTE: TOP OF COLLAR TO BE FLUSH WTH MANHOLE COVER. FBER-RENFORCED CONCRETE MAY BE USED N LEU OF REBAR WTH ENGNEER'S APPROVAL. 1/8"-1/4". DETAL A 215 MANHOLE COLLAR SD-616

46 A l A J PLAN N.T.S 2'-Q" OR 2'-6" LEGEND CD #4 REBAR (2 EACH) SEE SECTON A-A). #4 REBAR AT 2" FRAME AND COVER PER SEE "DETAL A" FOR REBAR N COLLAR. G) FNSHED GRADE. SECTON A-A SEE OTHER S OF MANHOLES FOR MAXMUM GROUT BETWEEN RNG AND COVER AND GRADE FRBLLATED POLYPROPYLENE FBER (1 1/2 LBS. PER CY) MAY BE USED N LEU OF #4 REBAR N CONCRETE COLLARS. 2" (MN.) NOTE: TOP OF COLLAR TO BE FLUSH WTH MANHOLE COVER. 3LB PER CY OF FBER-RENFORCED CONCRETE MAY BE USED N LEU OF REBAR WTH ENGNEER'S APPROVAL. 1/8"-1/4". DETAL A 215 ACHD REVSON ACHD SUPPLEMENT MANHOLE COLLAR SD-616

47 - MNMUM LEnERNG HEGHT OF 1 ", MOLDED NTO T OP OF COVER 2 TO 4 ~ ~CED 'i.. ' '\.' (_ \ \ _l STORM DRAN ~ ~ l'\.. N r--. v TOP VEW MANHOLE COVER & FRAME 1 R DA. HOLES EQUDSTANT /16 THROUGH DR LL TO AC COMODATE 3/ 8" X 16TP 1 1/2" - 2 1/2" 8 LACKHAWKS Fl NSH-FLAT COUNTERSUNK SOCKET HEAD (3) REQ'D. (EQ. SP R11 9/16" (BOLT CRCLE) ~ '~' ~ 1/B" 1/B" MANHOLE COVER MN. WEGHT 93 LBS f / 4" , NOTES: MANHOLE FRAMES & SHALL HAVE A TOLERANCE OF 1/8"±. COVERS NOT BE WARPED AND ANY THAT ARE, UPON TRAVEL SHALL BE REPLACED. MACHNE ALL MATCHNG SURFACES. REFER TO SD-57A FOR MANHOLE COVER AND FLAT FRAME (3" OPENNG). 215 STANDARD MANHOLE FRAME, COVER AND RSER SD-617

48 23 3/4, L 23 3/4 L 1 T 2 1/ T 2 5/8 t 21 7/8 t t 217/8~ t 2261/ / / /8 23 5/8 23 5/8 SDE VEW SDE VEW 1 " Manhole Riser 1 1 /2" Manhole Riser 2261/ /8 2261/ /8 23 3/4 L 23 3/4 ~ 2 : T3 1/8 3 T 411/8 t 21 7/8 t 217/8~ 23 5/8 23 5/8 SDE VEW SDE VEW 2" Manhole Riser 3" Manhole Riser 2261/ / / /8 23 3/ /4 ~ 4 i T t ~ i T 611/8 T 21 7/8 21 7/8 23 5/8 23 5/8 SDE VEW SDE VEW 4" Manhole Riser 5" Manhole Riser r-253/4~ 2261/85.,~ ~;~'~: '' 7 l/ /8 Ji! J.,t rw, r! T 7 1/8 SDE VEW "'/', fr 21 7/8 Manhole Cover Frame Min. Weight 147 lbs 23 DUST PAN REQURED ON ALL MANHOLES THAT ARE NOT ON PAVED STREETS. 215 ACHD UNTS N FRAMES & COVERS SHALL BE SET FLUSH WTH ADJACENT ROADWAY /FACLilY GRADE (NO TOLERANCE). COVERS SHALL NOT BE WARPED. ANY WARPED COVERS SHALL BE REPLACED. MACHNE ALL MATCHNG SURFACES. SDE VEW 6" Manhole Riser (ACHD SUPPLEMENT) STANDARD MANHOLE FRAME, COVER, AND RSER S SD-617

49 215 RRGATON BOX PLACE SUFFCENT RENFORCNG STEEL TO ALLOW FOR STE SPECFC LOADNG CONDTONS AND ACCOMMODATE PPE TYPCAL MANUFACTURER'S SZNG REFERS TO STRUCTURE NTEROR DMENSONS. STANDARD RRGATON BOX SD-619

50 ~.( 51~ ~es 161' Dl~~~ l)ds,...,...a~.4 ~~~ sf w!j-l. ~,.~~ / r-... f51d~ 5~pA """ 1' oli (~),r...,_,;~ '-. r-... // ~ ' / ~..../'f ~ "- :"'l ~~ Y "'-... ~ ~ ~ /..... "1::~... ~ ~~ v... ' ,- :~1:... ~ 5 ) -..._;>""v 1 ea 1 rl-a P ca~ BOX LD /... v ourr' D 215 ACHD REVSON (ACHD SUPPLEMENT) STANDARD RRGATON BOX PLACE SUFFCENT RENFORONG STEEL TO ALLOW FOR STE SPECFC LOADNG CONDTONS AND ACCOMMODATE PPE PENETRA Tl ON TYPCAL MANUFACTURER'S SZNG REFERS TO STRUCTURE NTEROR ONLY NSTALL MANHOLE STEPS N BOXES 4'X4' (NSDE DMENSONS) OR LARGER AND AT LEAST 4' DEEP MEASURED FROM TOP OF BOX. SD-619

51 .-..._. ~rl G-~DlH OF GATE F- \\1D1H OF FRAME _J SECTON A-A : / ll ll i i..-,, '--r----r-n n-, :...j :J: ' ~ ~ i i [ i _ i CONCRETE i PPE ~ f ' ' ' ' i '.l J 1-1 "1- /CONCRETE HEADWALL -;:;om_) :..,... ;!w '"' wo: - ~t.i i8 < {; '~o R~GATONPPE MN STANDARD. B END ELEVATON SDE ELEVATON PPE DA. MNMUM DMENSONS TABLE MNMUM DMENSONS (NCHES) A B c D E F Q ~ 3 8~ ~ 12 ~ ~ 12 ~ ~ ~ 8 19 ~ * 23 ~ H J NOTES 13 SLDE GATE AND GUDES SHALL BE 16 GAGE GALVANZED STEEL DRAWNG NOT TO SCALE ACHD REVSON (ACHD SUPPLEMENT) PRECAST CONCRETE HEADGATE SD-619A

52 215 STORM DRAN NLET STORM DRAN MONUMENT SD-623

53 FNSH GRADE... :: w >- <( _J :: w f- _J [i: z <( Vl :;;:: _J w CD -... "N PLAN VEW ETE COLLAR NON-TRAFFC AREAS PLAN VEW CONCRETE COLLAR - TRAFFC AREAS SECTON CONCRETE COLLAR 215 GROUND WATER OBSERVATON WELL SD OF 2

54 FNSH GRADE >- f- ::J <( LL.. LL.. w ::::!: ::: <( f- > f- [] f- z w f- X w (f) w :: <( > :r: f-... w PLAN CONCRETE COLLAR 18" -- SECTON CONCRETE COLLAR :::2: -1"1 SECTON 215 ACHD REVSON (ACHD SUPPLEMENT) GROUNDWATER OBSERVATON WELL SD OF 2

55 LEGEND CD WELL COVER, 8" DAM. WATERTGHT PVC CAP, GASKETED (WATERTGHT). G) CONCRETE (COLLAR), CLASS 3 3/4" MNUS CRUSHED AGGREGATE FOR STORM DRANAGE F AGLTY (.E. MATERAL PVC PPE, 4" DAMETER 2 - STANLESS STEEL HOSE GEOTEXTLE N PLACE. (j) FLTER SAND (SPWC PERFORATED PVC PPE, - 3/8" DA. HOLES AT 3" ON (2) #4 NOTES: OF GROUNDWATER LEVEL NEAR STORM DRANAGE OBSERVATON WELLS SHALL BE APPROVED BY ENGNEER. 215 GROUND WATER OBSERVATON WELL SD OF 2

56 LEGEND (i) WELL COVER, 8" DA. WATERTGHT GALVANZED STEEL BOLT DOWN COVER AND CANSTER 2 OR 3 BOLT LD WTH 9/16" HEAD AND SAE THREADS, GASKETED CONCRETE (COLLAR), CLASS 3 (SPWC SECTON 73) 3/8" DA HOLES OR SLOTS CUT NTO PPE AT 3" ON TRACER WRE SHALL BE PLACED ON OUTSDE OF PVC PPE, MNMUM 18 GAUGE, NSULATED, SNGLE CONDUCTOR COPPER WRE, NSULATON COLOR SHALL BE GREEN WTH THREE 6" DAMETER COLS PPE SHALL BE PERFORATED PVC, ASTM D-335, SDR 35. WELLS BACKFLLED N A PT REQURE 6" PPE. DRLLED WELLS MAY USE 4" PPE NONWOVEN FLTER FABRC AROUND OPENNGS AND BOTOM, FABRC OVER CHPS/DRAN ROCK POLYPROPYLENE FBER RENFORCEMENT AT 1 1/2 LBS/CY BACKFLL MATERAL TO MATCH STORAGE MEDA FOR OBSERVATON WELLS LOCATED WTHN A BMP FACLTY. USE PPE BEDDNG CHPS FOR OBSERVATON WELLS LOCATED OUTSDE BMP FACLTES NOTES: 1. GROUNDWATER OBSERVATON WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WTHN OR NEAR STORM DRANAGE FACLTES 2. THS DETAL S FOR WELLS NSTALLED BY DRLLNG OR BY EXCAVATED PTS 3. LOCATON OF GROUNDWATER OBSERVATON WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATON WELLS NOT ALLOWED N CURB OR VALLEY GUTER SECTON 215 ACHD REVSON (ACHD SUPPLEMENT) GROUNDWATER OBSERVATON WELL SD OF 2

57 1' * "' @ NOTES: CL. 4 PER SPWC SECllON 73. 4"X6" OPENNGS). OF THE NLET PPE N FEET. 215 NLET PPE PROTECTON AND APRON SD-628

58 /- 1' r- '----r-- r-1- ~cd _..., '- - v~... - r-... z ~ / < '-' f..---' * < z F fl. fl. <( ::: fl. ::: *"<t v ~ ~ -.. 6* (6' MN.). 4*D-RPRAP OPTON ( 4' MN.) f1j-:- ~-. ( PLAN VEW o ~ ::_:E c::i"n : z ~ l SECTON 6" CUTOFF WALL 4* LEGEND CD NLET PPE (12" HEADWALL. CONCRETE CL. 4 PER SPWC SECTON 73 SECTON (RPRAP NLET PROTECTON APRON. CONCRETE CL. 4 PER SPWC SECTON STORMWATER FACLTY CHLD PROTECTON GRATE (MN. 4"X6" OPENNGS) NOTES A B 215 ACHD REVSON "D" EQUALS THE DAMETER OF THE NLET PPE N FEET. BEVEL NLET PPE TO MATCH SDE SLOPE. (ACHD SUPPLEMENT) NLET PROTECTON APRON AND FLOW SPREADER 8" ANGULAR STONE RP RAP SD-628

59

60 TRENCH WDTH +2' 1' MN. TRENCH WDTH 11' MN. iii A r'! 1 ft.....: fj!~...,..._..,. A :~.~~ L ~ ". '-~~~~~w PLAN VEW A... : :'f. ~..,. :U 1l " ~ ]~ 'CD.... 'a '.. A '.. <!. TRENCH LMTS z ~ -;,q. + 'N.. A ' :::;?: <( w (l_ (l_ z :::;?: 'N '"(j....a.. " ~-.,d 4 LEGEND CD STORM DRAN SEAL CONCRETE (.S.P.W.C. 73) TRENCH WDTH + 2' SECTON A-A NOTES: A B ANT-SEEP COLLAR TO BE USED N MAN MADE EMBANK MENTS EXCAVATE FOR ANT-SEEP COLLAR NTO UNDSTUBED SOLS OR COMAPCTED EMBANKMENT MATERAL. C CLEAN PPE OF DRT AND FOREGN MATERAL BEFORE POURNG CONCRETE COLLAR. 215 ACHD REVS! ON DAHO STANDARD (ACHD SUPPLEMENTS) ANT-SEEP COLLAR SD-629

61 2'- o" 6" 1'- 6" R~3 1/2" ± 1/2" > /), >. "' :.o q.. o......::.. 6" o:.. APPROVED BY THE ENGNEER AND MNUS CRUSHED AGGREGATE BASE MATERAL, PLACE AS SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. EF!cRR,ED, SCORE NTERVALS AT 1-FEET MAXMUM SPACNG FOR SCORE SPACNG). N COMPLANCE 1\HH SPWC SPECFCATONS. PERMT BEFORE BEGNNNG N PUBLC RGHT-OF-WAY. BE USED ON' 1. AND AR1ERAL STREETS, UNLESS OTHERWSE NDCATED. 2. ALL RAD PLUS 5-FEET EACH END WTH 2-FEET TRANSTON TO ROLL CURB. 3. TO MATCH EXSTNG CURBS. 4. SEE SD-79 FOR CURB WHEN SDEWALK S NCLUDED " VERTCAL CURB AND GUTTER SD-71

62 PLACE CONCRETE & CRUSHED BASE PER SD-79 REQUREMENTS (WHEN APPLCABLE) 2'-D" -.- : ~ "' ~ "' - r- ;,_ > -~ -~ 6 6" R1/2"\ R1"."N ' - 6 N - ~ ----'--+---,------,--- \.r R31/2". ~- ±1/2" 1'-6~ v 1" BATTER- - : rr1/2". < > 6 J> 6" 4" AGGREGATE BASE NOTES: GRADE AND ALGNMENT TO BE ESTABLSHED OR APPROVED BY THE ENGNEER AND THE PUBLC AGENCY HAVNG JURSDCTON. BASE' 4-NCH COMPACTED DEPTH OF 3/4-NCH MNUS CRUSHED AGGREGATE BASE MATERAL, PLACE AS SPECFED AND PAD UNDER SECTON-82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. SUBBASE' PLACE TO LENGTH BEHND CURB AS SHOWN N ABOVE FOR AGGREGATE BASE MATERAL. PLACEMENT DEPTH PER PLAN OR AS DRECTED AND PAD UNDER SECTON-B1 SPWC; COMPACTON SHALL MEET REQUREMENTS OF SECTON 81-SPWC. CONTNUOUS PLACEMENT PREFERRED, SCORE NTERVALS AT 1-FEET MAXMUM SPACNG (OR CONSSTENT \11TH 2X SDEWALK WDTH FOR SCORE SPACNG). MATERALS AND N COMPLANCE \11TH SPWC SPECFCATONS. BACKFLL AS PER SECTON-76. SECURE RGHT-OF-WAY PERMT BEFORE BEGNNNG N PUBLC RGHT-OF-WAY. STANDARD CURB TO BE USED ON' 1. COLLECTOR AND ARTERAL STREETS, UNLESS OTHERWSE NDCATED. 2. ALL RAD PLUS 5-FEET EACH END WTH 2-FEET TRANSTON TO ROLL CURB. 3. TO MATCH EXSTNG CURBS. 4. SEE SD-79 FOR CURB WHEN SDEWALK S NCLUDED. 215 ACHD REVSON (ACHD SUPPLEMENT) 6" CURB VERTCAL AND GUTTER SD-71

63 TRUCK R1/2"\ APRON T OP OF A PRON r -~ 7",6<1. Ll ~.6 1 o" 3" 1 1/ ROUNDABOUT LANE FACE OF CURB R1/2" ~ frr') TOP ~ROADWAY..6. <1 N ~ 6" 3" 3" FACE OF CURB 3" MOUNTABLE TRUCK APRON CURB (NO GUTTER) TRUCK APRON 1" R1/2" TOP OF APRON F ROADWAY APRON CURB AND GUTTER 2'-" 1 '-6" r-match ROADWAY / SLOPE R1/2" 6" ROUNDABOUT CURB AND GUTER 215 MOUNTABLE ROUNDABOUT CURBS SD-71 B

64 1RUCK 1" ROUNDABOUT LANE APRON 1-'5'---'-1 /"'2" /2" R1/2" \ R1/2" TOP OF APRON L ~r-----.~.~-lt.- 3 1/2" ~" 4 1/2" -r- - ;-r ;-r-- "'.. '. """-., "' TOP OF ROADWAY q r<') TOP OF ROADWAY : <1.. ". " 3" MOUNTABLE TRUCK APRON CURB 1" (NO GUTTER) 6" ROUNDABOUT CURB (NO GUTTER) ~o" +.-- "'.. ~ -3/4"/FT. SLOPE R2-3 2'-o" " 6" MN. 6" MOUNTABLE TRUCK APRON CURB AND GUTTER 2'-" 6" 1'-6" 1 " ~~----~~--~r- 3" 3" r- MATCH ROADWAY FACE OF CURB, SLOPE R1/2"~ / VR1/2" ~ ~ 21"1~ _/ TOP ::L_ <1. <1 : c...1 3/4".(!... <1. 1 =co OF ROADWAY 6" ROUNDABOUT CURB AND GUTTER NOTES: CD THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED ETHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVDED A 6" MNMUM GUTTER. 215 ACHD REVSON (ACHD SUPPLEMENT) MOUNTABLE ROUNDABOUT CURBS SD-71 B

65 12" 1" NTERSECTON TRAFFC SEPARATON CURB MEDAN SLAND CURB FOR CURB PLACED ON BTUMNOUS PAVEMENT TYPCAL GROUT JONT NOTES: G) WHEN CONCRETE CURBS OR TRAFFC SEPARATORS ARE PLACED ON TOP OF BTUMNOUS PAVEMENT, A KEY APPROXMATELY 1" DEEP BY 3" WlDE SHALL BE PLACED AT THE CENTERLNE OF THE SECTON FOR TS ENTlRE LENGTH. WHEN PRECAST CONCRETE SECTlONS ARE PLACED ON THE PAVEMENT, A KEY APPROXMATELY 1" DEEP BY 3" WlDE SHALL BE PROVDED N THE BOTTOM OF THE SECTON. WHEN BTUMNOUS SECTONS ARE USED, NO KEY N THE PAVEMENT WLL BE REQURED. CURB PN DOWELS MAY BE PROVDED AS AN ALTERNATlVE TO PROVDNG A KEY. THE DOWELS SHALL BE #6 DEFORMED REBAR AND SHALL BE NSTALLED AT A MAXMUM SPACNG OF 5'. THE DOWELS SHALL EXTEND B" BELOW THE FNSHED PAVEMENT SURFACE AND 4" NTO THE CURB. PRECAST CONCRETE CURBS SHALL HAVE A MNMUM LENGTH OF 6' WTH 2 DOWELS. ANY SECTlON LONGER THAN 6' SHALL HAVE A MNMUM OF 3 DOWELS. NO PRECAST CONCRETE SECTON SHALL EXCEED 1'. (]) PRECAST OR EXTRUDED CONCRETE CURB AND TRAFFC SEPARATORS PLACED ON PORTLAND CEMENT SURFACES SHALL BE ATTACHED TO THE SURFACE WlTH AN EPOXY BONDNG AGENT. NO KEY WLL WLL BE REQURED. 215 ACHD REVSON (ACHD SUPPLEMENT) SLAND AND NTERSECTON CURBS SD-71 c

66 2'- o" 1" 1'- 2" 1" BATTER " b > 6".. NOTES: APPROVED BY THE ENGNEER AND MNUS CRUSHED AGGREGATE BASE MATERAL, PLACED AS SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. SCORE NTERVALS AT 1-FEET MAXMUM SPACNG (OR CONSSTENT SCORE SPACNG.) SPWC SPECFCATONS. BEFORE BEGNNNG CONSnRUCTON N PUBLC RGHT-OF-WAY. RESDENTAL AREAS. WHEN LOCAL JURSDCTON REQURES VERTCAL CURB AT NTERSECTONS CURB LENGTH TO BE FULL RADUS PLUS 5 FEET AT EACH END. TRANSTON LENGTH FROM ROLLED CURB TO VERTCAL CURB 2 FEET " ROLLED CURB AND GUTTER SD-72

67 2'-o" 1" 1'-2" 1" BATTER PLACE CONCRETE AND CRUSHED BASE PER SD-79 (WHEN APPLCABLE) -H -~ " ~ FLOWLNE ~. [> [> 6" 4" AGGREGATE BASE NOTES: GRADE AND ALGNMENT TO BE ESTABLSHED OR APPROVED BY THE ENGNEER AND THE PUBLC AGENCY BASE: 4-NCH COMPACTED DEPTH OF 3/4-NCH MNUS CRUSHED AGGREGATE BASE MATERAL, PLACED AS SPECFED AND PAD UNDER SECTON-82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. SUBBASE: PLACE TO LENGTH BEHND CURB AS SHOWN N ABOVE FOR AGGREGATE BASE MATERAL. PLACEMENT DEPTH PER PLAN OR AS DREClED AND PAD UNDER SECTON-81 SPWC; COMPACTON SHALL MEET REQUREMENTS OF SECTON 81-SPWC. CONTNUOUS PLACEMENT PREFERRED, SCORE NTERVALS AT 1-FEET MAXMUM SPACNG (OR CONSSTENT \11TH 2' SDEWALK WDTH FOR SCORE SPACNG.) MATERALS AND CONSlRUCTON N COMPLANCE WTH SPWC SPECFCATONS. BACKFLL AS PER SPWC SECTON-76. SECURE RGHT-OF-WAY PERMT BEFORE BEGNNNG N PUBLC RGHT-OF-WAY. USE ROLLED CURB N RESDENTAL AREAS. WHEN LOCAL JURSDCTON REQURES VERTCAL CURB AT NTERSECTONS VERTCAL CURB LENGTH TO BE FULL RADUS PLUS 5 FEET AT EACH END. nranston LENGTH FROM ROLLED CURB TO VERTCAL CURB 2 FEET. 215 ACHD REVSON (ACHD SUPPLEMENT) 3" CURB ROLLED AND GUTTER SD-72

68 2'- o" 1" 1'- 2"... C) > o. 6" ESTABLSHED OR APPROVED BY THE ENGNEER AND THE PUBLC AGENCY DEPll-1 OF 3/4-NCH MNUS CRUSHED AGGREGATE BASE MATERAL, PLACE UNDER SECTON-82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD WDll-1 OF 3-FEET TO GRADE, PROR TO SETTNG CURB FORMS. elp.vt.r t."t PREFERRED, SCORE NTERVALS 1-FEET MAXMUM SPACNG OR CONSSTENT FOR SCORE SPACNG). N COMPLANCE WTH SPWC SPECFCATONS. AS PER SPWC SECTON-76. RGHT-OF-WAY PERMT BEFORE BEGNNNG CONSTRUCTON N PUBLC RGHT-OF-WAY. LOCAL JURSDCTON REQURES VERTCAL CURB AT NTERSECTONS, VERTCAL CURB LENGTH TO BE FULL CURVE CRCUMFERENCE PLUS 5 FEET TANGENT AT EACH END. TRANSTON LENGTH FROM TYPE CURB TO VERTCAL CURB 2 FEET. 215 CURB AND GUTTER TYPE SD-73

69 2'- a. o. A... A... OF 3/4-NCH MNUS CRUSHED AGGREGATE BASE MATERAL, PLACED AS SECTON-82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A TO GRADE, PROR TO SETTNG CURB FORMS. SPWC SECTON-76. N COMPLANCE \\1nH SPWC SPECFCATONS. -OF-WAY PERMT BEFORE BEGNNNG N PUBLC RGHT-OF-WAY. WHEN LOCAL JURSDCTON REQURES VERTCAL CURB AT NTERSECTON, VERTCAL CURB LENGTH TO BE FULL CURVE CRCUMFERENCE PLUS 5 FEET TANGENT AT EACH END. TRANSTON LENGTH FROM TYPE CURB TO VERTCAL CURB 2 FEET. 215 CURB AND TYPE GUTTER SD-74

70 TOP OF CONCRETE SDEWALK TO BE 1/4" ABOVE BACK OF CURB ±1 1/2" BATTER.. ".... '. b. "'. a : 6" 6" NOTES: OR APPROVED BY THE ENGNEER AND \ AGGREGATE BASE MNUS CRUSHED AGGREGATE BASE MATERAL, PLACE AS SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A TO GRADE, PROR TO SETNG CURB FORMS. SCORE NTERVALS 8-FEET MAXMUM SPACNG. COMPLANCE WTH SPWC SPECFCATONS. PERMT BEFORE BEGNNNG N PUBLC SEE SD-76 FOR TYPE ll CURB CUT. 215 CURB AND TYPE GUTTER ll SD-75

71 -~ t PLACE CONCRETE AND CRUSHED BASE PER SD-7D9 REQUREMENTS (WHEN APPLCABLE) t>. ~ R1/4"\ A 6 \,. ~ - t> 2"- ~ -±1 1/2" BATTER \ :..- ' "' l\~.. - f 1/2" BATER-r (R1/4" 6.. t;:... -, " > ~ ~ ll ~ t> 6 t>. \.. 6 \ 8" 6" 2'-6" 6 ~ ~ io \,. 6" ~. A. NOTES: GRADE AND ALGNMENT TO BE ESTABLSHED OR APPROVED BY THE ENGNEER AND THE PUBLC AGENCY HAVlNG JURSDCTON. \_4" AGGREGATE BASE BASE: 4-NCH COMPACTED DEPTH OF 3/4-NCH MNUS CRUSHED AGGREGATE BASE MATERAL, PLACE AS SPECFED AND PAD UNDER SECTON-82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A MNMUM WDTH OF 3-FEET 6-NCHES TO GRADE, PROR TO SETTNG CURB FORMS. SUBBASE: PLACE TO LENGTH BEHND CURB AS SHOWN N ABOVE FOR AGGREGATE BASE MATERAL. PLACEMENT DEPlH PER PLAN OR AS DRECTED AND PAD UNDER SECTON-81 SPWC; COMPACTON SHALL MEET REQUREMENTS OF SECTON 81-SPWC. CONTNUOUS PLACEMENT PREFERRED, SCORE NlERVALS 8-FEET MAXMUM SPACNG. MATERALS AND N COMPLANCE WTH SPWC SPECFCATONS. BACKFLL AS PER SPWC SECTON-76. SECURE RGHT-OF-WAY PERMT BEFORE BEGNNNG N PUBLC RGHT-OF-WAY. WHEN LOCAL JURSDCTON REQURES VERTCAL CURB AT NTERSECTONS, VERTCAL CURB LENGTH TO BE FULL CURVE CRCUMFERENCE PLUS 5 FEET TANGENT AT EACH END. TRANSTON LENGTH FROM TYPE ll CURB TO VERTCAL CURB 2 FEET. (i) SEE SD-76 FOR TYPE ll CURB CUT. 215 ACHD REVSON (ACHD SUPPLEMENT) CURB AND TYPE GUTTER ll SD-75

72 TOP OF CONCRETE SDEWALK TO BE 1/4" ABOVE BACK OF CURB R=1/4" R=1/4" 5" f--~-~-~. :.r..... b.. r').... r--- >. b. >. :o " 6" ~GGREGATE BASE NOTES: OR APPROVED BY THE ENGNEER AND THE PUBLC AGENCY 3/4-NCH MNUS CRUSHED AGGREGATE BASE MATERAL, PLACE AS 82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A TO GRADE, PROR TO SETTNG CURB FORMS. SCORE NTERVALS 8-FEET MAXMUM SPACNG. N COMPLANCE WTH SPWC SPECFCATONS. Y PERMT BEFORE BEGNNNG N PUBLC RGHT-OF-WAY. REQURES CURB AT NTERSECTONS, VERTCAL CURB LENGTH TO BE FULL CURVE PLUS 5-FEET TANGENT AT EACH END. TRANSTON FROM TYPE ll CURB TO VERTCAL CURB FOR PEDESTRAN RAMPS, CONSTRUCT TRANSTON PER A.D.A. REQUREMENTS N LEU OF 3" RADUS. 215 CURB CUT DETAL CURB TYPE ll SD-76

73 PLACE CONCRE1E AND CRUSHED BASE PER SD-79 REQUREMENTS (~rn ~c:::~ R3" (SEE N1E A) j 1/2" BA T1ER li--=r1/4" s - x~--~~==~==~~==~4~~----~ """'l ;... -~ ' 1'- 1 -'--- L------, ~ > -,-'---A. A ~-. 1> 8".. ~ A.\. 4" AGGREGATE BASE 6" 2'-6" NOTES: GRADE AND ALGNMENT TO BE ESTABLSHED OR APPROVED BY THE ENGNEER AND THE PUBLC AGENCY HAVNG JURSDCTON N THS AREA. BASE: 4-NCH COMPAC1ED DEPTH OF 3/4-NCH MNUS CRUSHED AGGREGA1E BASE MATERAL, PLACE AS SPECFED AND PAD UNDER SECTON-82 SPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A MNMUM WDTH OF 3-FEET 6-NCHES TO GRADE, PROR TO SETTlNG CURB FORMS. SUBBASE: PLACE TO LENGTH BEHND CURB AS SHOWN N ABOVE FOR AGGREGA1E BASE MATERAL. PLACEMENT DEPTH PER PLAN OR AS DREC1ED AND PAD UNDER SECllON-81 SPWC; COMPACllON SHALL MEET REQUREMENTS OF SECllON 81-SPWC. CONllNUOUS PLACEMENT PREFERRED, SCORE NTERVALS 8-FEET MAXMUM SPACNG. MATERALS AND CONSllRUCTON N COMPLANCE \11TH SPWC SPECFCAllONS. BACKFLL AS PER SPWC SECllON-76. SECURE RGHT-OF-WAY PERMT BEFORE BEGNNNG CONSTRUCllON N PUBLC RGHT-OF-WAY. WHEN LOCAL JURSDCllON REQURES CURB AT N1ERSECTONS, VERTCAL CURB LENGTH TO BE FULL CURVE CRCUMFERENCE PLUS 5-FEET TANGENT AT EACH END. llranston FROM TYPE ll CURB TO VERTCAL CURB 2 FEET. FOR PEDESTRAN RAMPS, CONSllRUCT llranston PER A.D.A. REQUREMENTS N LEU OF 3" RADUS. 215 ACHD REVSON (ACHD SUPPLEMENT) CURB CUT DETAL CURB TYPE ll SD-76

74 3' CROWN TAPER (MN.) 4'-o" '..... 't ~., ~... ~_,... ~.~~: ~.... TYPCAL SECTON 1/2-NCH PREFORMED JONT MATERAL (AASHTO M FLLET AND BASE SECTON THCKNESS SHALL MATCH THE VALLEY GUTER, TYPCAL. PAY LMTS FOR VALLEY GUTTER. FLLET DETAL FOR CORNER RADUS 15 FEET OR LESS. 215 VALLEY GUTTER SD-78

75 EXPANSON JONT AT PONTS OF RAD TERMNAL. PERSPECTVE LEGEND: CD 6" OF 3/4" MNUS CRUSHED AGGREGATE BASE MNMUM. CONCRETE. 1/2" EXPANSON JONT. TYPCAL SECTON NOTES: GRADE OF GUTTER MNMUM.4%. FLLET DETAL FOR CORNER RADUS 15 FEET OR FLLET AND BASE SECTON THCKNESS SHALL MATCH THE VALLEY GUTER, TYPCAL. PAY LMTS FOR VALLEY GUTTER. 215 ACHD REVSON (ACHD SUPPLEMENT) VALLEY GUTTER SD-78

76 1. 75% ±.25% 5" THCK CONCRETE 4" OF 3/4" MNUS CRUSHED BASE MATERAL AS PER SECTON-BOO. 6" STANDARD CURB AND GUTER 1.75% ±.25% =::; :.::. 3" ROLLED CURB AND GUTER. VARES 4" OF 3/4" MNUS CRUSHED BASE MATERAL AS PER SECTON-BOO. 1.75% ± 5" THCK CONCRETE 4" OF 3/4" MNUS CRUSHED BASE MATERAL AS PER SECllON-8. NOTES: ESTABLSHED OR APPROVED BY THE OWNER. 95% OF STANDARD DENSTY. SLOPE SDEWALK STREET NOT TO EXCEED 1.75% ±.25% UNLESS OTHER'MSE SPECFED BY THE OWNER. SCORE AT NTERVALS MATCH 'MOTH OF WALK NOT TO EXCEED 5 FEET SPACNG. 1/2" TRANSVERSE PREFORMED BTUMNOUS JONTS AT THE TERMNUS PONTS FOR CURVE AND WHERE SDEWALK S PLACED BETWEEN TWO PERMANENT FOUNDATONS. PLACE 1/2" EXPANSON JONT MATERAL ALONG THE BACK OF WALK THE FULL LENGTH. DRVEWAY APPROACH ACROSS PLANTER STRP TO BE 5" MNMUM CONCRETE OVER 4" OF 3/4" MNUS CRUSHED BASE. 215 CONCRETE SDEWALK SD-79

77 5" THCK CONCRETE 12" 6" STANDARD CURB AND GUTTER.... :.:'~"._, " OF 3/4" MNUS CRUSHED BASE MATERAL AS PER SECllON-8 5" THCK CONCRETE 12".. :... : : J>.:. P. ~... ~ '. 4" OF 3/4" MNUS CRUSHED BASE MATERAL AS PER SECTON-BOO EXTEND SUBGRADE & BASE 6" BEYOND CURB 5" llhck CONCRETE 6" STANDARD CURB AND GUTER ~ ~>URFAC:E REPAR (4' MN) EXTEND SUBGRADE & BASE 6" BEYOND CURB 5" llhck CONCRETE NOTES' LOCAllON GRADE AND \\1DllH TO BE ESTABLSHED OR APPROVED BY THE BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD SLOPE SDEWALK TOWARD llhe SllREET NOT TO EXCEED 1.75% ±.25% UNLESS OllHER\\1SE SPECFED BY llhe SCORE AT NTERVALS TO MATCH \\1DllH OF WALK NOT TO EXCEED 5 FEET SPACNG. 1 /2" TRANSVERSE PREFORMED BTUMNOUS JONTS AT THE TERMNUS PONTS FOR CURVE AND WHERE SDEWALK S PLACED BETWEEN TWO PERMANENT FOUNDAllONS, PLACE 1/2" EXPANSON JONT MATERAL ALONG llhe BACK OF WALK THE FULL LENGTH. DRVEWAY APPROACH ACROSS PLANTER STRP TO BE 5" MNMUM CONCRETE OVER 4" OF 3/4" MNUS CRUSHED BASE. 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE SDEWALK SD-79

78 ralternate "A" (SEPARATE POURS) l (MONOLilHC POURS) SEE NOTE SCORE MARK AT LOT LNE BETWEEN PROPERTES. ALTERNATE "8" (SEPARATE POURS) SEE NOTE 3. l 5',d.....,. BACK OF CURB "----'-~-----t FACE OF CURB :t-' LP OF GUTTER ROADWAY CONCRETE CURB & GUTTER AND BACKFLLED OR COVERED, OR USE ONS SHOWN ON PLANS. STANDARD SPECFCATONS SECTON 7 FOR DETALS NOT SHOWN. ALL SDEWALK OF MALBOX LOCATONS SHALL BE ETHER BY ALTERNATE "A" OR ALTERNATE "B". ALTERNATE "B" SHALL NCLUDE PLACEMENT OF 2' x 1/2" ( 4) STEEL RENFORCNG BARS PLACED 1.5' O.C. DRECTED TOWARD THE LOT LNE BETWEEN PROPERTES ON BOTH SDES OF LOT LNE AT BACK OF WALK AREA. (SEE PLAN VEW). 215 CURBSDE MAL BOX STAND SD-79A

79 ral TERN ATE "A" (SEPARATE POURS) l r ALTERNATE "B" (SEPARATE POURS) SEE (MONOLilHC POURS) NOTE 3. SEE NOTE 3. 6" -1 '~,. -.. ~~-... R:~T-OF-WA:~,~~ > l_. : ":-~ 'Q.. L\:5 ~,.-,a._ -.-;-~-- 1\ t ;_r ~ '.. 41 ~. -~.. ~ 1:5 1...d.. :_t: :... "' ;,.... ~.. "'-. **.... ~.. ~;, SDEWALK... ~ o " '".,... ~... '.. 75'.d.... BACK OF CURB! ---<-"------i-f- FACE OF CURBf ,_ i ~ 1 l LP OF GUTTER f ' i----l ROADWAY PLAN N.T.S 5'-6" 2' " 75' -.** c~ CONCRETE SDEWALKJ - L '- SECTON A-A N.T.S CONCRETE CURB & GUTTER * * 8"x6" DA. PVC PPE TO BE USED AND BACKFLLED OR COVERED, OR USE AT A LATER TME. NOTES: LOCATONS SHOWN ON PLANS. SEE STANDARD SPECFCATONS SECTON 7 FOR DETALS NOT SHOWN. ALL SDEWALK OF MALBOX LOCATONS SHALL ~E ETHER BY ALTERNATE "A" OR ALTERNATE "B". ALTERNATE "B" SHALL NCLUDE PLACEMENT OF 2' x 1/2" ( 4) STEEL RENFORCNG BARS PLACED 1.5' O.C. DRECTED TOWARD THE LOT LNE BETWEEN PROPERTES ON BOTH SDES OF LOT LNE AT BACK OF WALK AREA. (SEE PLAN VEW). 3' MNMUM CLEARANCE REQURED BETWEEN BACK OF MALBOX AND BACK OF SDEWALK 215 ACHD REVSON (ACHD SUPPLEMENT) CURBSDE MAL BOX STAND SD-79A

80 NOTES: NSTALL EXPANSON CHANGES BASE TO BE A 4" TH SECTON-82. TON. ALL CONCRETE TO BE nhe EXPANSON JONT. 'NHEN MMEDATELY BEHND nhe ON THE HEGHT OF THE CURB. SEE TABLE APPROACH TABLE Curb 3" 4" 5" 6" 7" B" Depth 4' s' 6' 7' B' 9' Wing 3' 4' 5' 6' 7' a' Throat Per Policy And Application Unless Otherwise Approved by Owner 215 CONCRETE DRVEWAY APPROACH SD-71

81 NOTES: APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. NSTALL EXPANSON JONT AT llp OF APPROACH WNGS AND WHERE SDEWALK CHANGES THCKNESS. BASE TO BE A 4" THCKNESS OF 3/4" MNUS CRUSHED AGGREGATE PER SECTON RESDENTAL APPROACHES SHALL BE CONSTRUCTED WTH CONCRETE 5" THCK FROM TP OF WlNG TO TP OF WlNG UP TO THE EXPANSON JONT. WHEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 5" THCK ALSO. COMMERCAL APPROACH THROAT WlDTH SET BY POLCY AND APPLCATON. ALL CONCRETE TO BE 6" THCK FROM llp OF WlNG TO llp OF WNG UP TO THE EXPANSON JONT. WHEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 6" THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SECnON APPROACH DMENSONS ARE BASED ON THE HEGHT OF THE CURB. SEE TABLE BELOW. APPROACH DMENSON TABLE CURB 3" 4" 5" 6" 7" 8" DEPTH 4' 5' 6' 7' 8' 9' WlNG 3' 4' 5' 6' 7' 8' THROAT PER POLCY AND APPLCATON UNLESS OTHERWlSE APPROVED BY OWNER 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE DRVEWAY APPROACH SD-71

82 7' 4' ~E F====~===..=::::.====---'-1 "-=-- ~. """---.. j 6" STD CURB~ Jl:_ SLOPE ~ ~ ':]5% ± ~2~~} SECTON A-A CHANGES BASE TO BE A MNUS CRUSHED AGGREGATE PER SECTON - APPROACH THROAT POLCY AND APPLCA11N. ALL CONCRETE TO BE 6" THCK FROM TP OF WNG UP TO THE EXPANSON JONT. WlHEN SDEWALK S CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SH THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SEC11N SDEWALK WDTH MAY VARY. 215 CONCRETE DRVEWAY WTH SDEWALK AROUND APPROACH SD-71 OA

83 SECTON A-A /~.\ APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. NSTALL EXPANSON JONT AT TP OF APPROACH WNGS AND WHERE SDEWALK CHANGES BASE TO BE A 4" THCKNESS OF 3/4" MNUS CRUSHED AGGREGATE PER SECTON - RESDENTAL APPROACHES SHALL BE CONSTRUCTED WTH CONCRETE 5" THCK FROM TP OF WNG TO TP OF WNG UP TO THE EXPANSON JONT. WHEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 5" THCK ALSO. COMMERCAL APPROACH THROAT WDTH SET BY POLCY AND APPLCATON. ALL CONCRETE TO BE 6" THCK FROM TP OF WNG TO TP OF WNG UP TO THE EXPANSON JONT. WHEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 6" THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SECTON - SDEWALK WDTH MAY VARY. 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE DRVEWAY WTH SDEWALK AROUND APPROACH SD-71 OA

84 NSTALL BASE TO BE A SECTON - APPROACH THROAT 6'' THCK FROM TP WHEN SDEWALK S APPROACH THROAT SHALL ROACH WNGS AND WHERE SDEWALK MNUS CRUSHED AGGREGATE PER APPROACH POLCY AND APPLCATON. ALL CONCRETE TO BE OF WNG UP TO THE EXPANSON JONT. CURB THE SDEWALK MMEDATELY BEHND THE THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SECTON SDEWALK WDTH MAY VARY. 215 CONCRETE DRVEWAY WTH RAMPED SDEWALK SD-71 OB

85 6'' sm curb\ [,--- 1 r 5' 1.75% ±.25% SECTON A-A /. % % NOTES: APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. NSTALL EXPANSON JONT AT TP OF APPROACH \\1NGS AND \\1HERE SDEWALK CHANGES THCKNESS. BASE TO BE A 4" THCKNESS OF 3/4" MNUS CRUSHED AGGREGATE PER SECTON - RESDENTAL APPROACHES SHALL BE CONSTRUCTED WTH CONCRETE 5" THCK FROM TP OF \\1NG TO TP OF \\1NG UP TO THE EXPANSON JONT. \\1HEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 5" THCK ALSO. COMMERCAL APPROACH THROAT WDTH SET BY POLCY AND APPLCATON. ALL CONCRETE TO BE 6" THCK FROM TP OF \\1NG TO TP OF \\1NG UP TO THE EXPANSON JONT. \\1HEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 6" THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SECllON SDEWALK WDTH MAY VARY. 215 ACHD REV1SON (ACHD SUPPLEMENT) CONCRETE DRVEWAY WTH RAMPED SDEWALK SD-71 OB

86 6" STD 7' 5' SECTON A-A CHANGES ( ) BASE TO BE A SECTON MNUS CRUSHED AGGREGATE PER APPROACH THROAT POLCY AND APPLCA11N. ALL CONCRETE TO BE 6" THCK FROM TP OF WNG UP TO THE EXPANSON JONT. WHEN SDEWALK S CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SH THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SEC11N SDEWALK WDTH MAY ROU11NG OF SDEWALK AROUND APPROACH S NOT NECESSARY WHEN THE PLAN11NG STRP EQUALS OR EXCEEDS 6 FEET. 215 CONCRETE DRVEWAY WTH DETACHED SDEWALK SD-71C

87 SECTON A-A NOTES: APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. NSTALL EXPANSON JONT AT TP OF APPROACH WNGS AND WHERE SDEWALK CHANGES THCKNESS. BASE TO BE A 4" THCKNESS OF 3/4" MNUS CRUSHED AGGREGATE PER SECTON - RESDENTAL APPROACHES SHALL BE CONSTRUCTED WTH CONCRETE 5" THCK FROM TP OF WNG TO TP OF WNG UP TO THE EXPANSON JONT. WHEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 5" THCK ALSO. COMMERCAL APPROACH THROAT WDTH SET BY POLCY AND APPLCATON. ALL CONCRETE TO BE 6" THCK FROM TP OF WNG TO TP OF WNG UP TO THE EXPANSON JONT. WHEN SDEWALK S SEPARATE FROM CURB THE SDEWALK MMEDATELY BEHND THE APPROACH THROAT SHALL BE 6" THCK ALSO. ALL CONCRETE SHALL BE CLASS 3 PER SECTON - SDEWALK WDTH MAY VARY. 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE DRVEWAY WTH DETACHED SDEWALK SD-71 oc

88 HALF HEGHT CURB TO BE USED ONLY BETWEEN TWO ADJACENT DRVEWAYS WTH LESS THAN 12.5' BETWEEN EACH ADJACENT REFERENCE SPWC ACHD SUPPLEMENTAL DRAWNGS FOR DRVEWAY APPROACH DETALS. 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE DRVEWAY TRANSTONS WTH HALF HEGHT CURB SD-71 OD

89 6" STD CURB\ l~~ ( 1" TO 1 1/3" MAX WDTH PER PLANS 1 75; ±.25% SECTON A-A /. % % NOTES: ALL CONDTONS OUTLNED N THE NOTES SECl1N OF SD-71 DB SHALL BE MET. 215 ACHD REV1SON (ACHD SUPPLEMENT) CONCRETE DRVEWAY FOR GRADES GREATER THAN 6% SD-71 OE

90 CONCRETE SDEWALK 6" EXTRUDED CONCRErE CURB TO MATCH BACK OF SDEWALK ELEVATON AT PC &: PT JONT AT SAME LOCATONS AS SDEWALK LANDNG VARES Section Thru Landing N.T.S 215 ADA COUNTY HGHWAY DSTRCT (ACHD SUPPLEMENT) PEDESTRAN RAMP TYPE 83 No. so-712g

91 ./;5' CONCRETE SDEWALK -<<> 5' CONCRETE SDEWALK H..... '.rv... v.... : : RADUS N.T.S MDBLOCK N.T.S NSTALL CURB@ LEGEND 1.5" ±.5" (2" ~Aa. Slope) + 7.3" ± 1." (B.J:: Ma. Slope) SECTON A-A N.T.S NON CD NOTES: RAMPS FOR CORNERS WTH A MN. 15' RAD. RAMPS ARE CONTANED WTHN THE CURB RADUS. RAMP DMENSONS, MNMUM DMENSON NDCATED MUST ALSO MEET SLOPE CRTERA DENTFED ABOVE. CURB TYPE = STANDARD 6" VERTCAL PER SPWC SD-71 THROAT DEPTH = 5.5' FROM FACE OF CURB THROAT WDTH = 4' MN. WNG = 6' TRAVERSABLE RAMPS REQURE A MNMUM 4'X4' LANDNG N RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE 4'x4' FLAT STREET SDE LANDNG - CONCRETE FLLET MAY BE REQURED. CONCRETE FLLET MUST HAVE A THCKNESS OF 8" AS SHOWN ON SD % ±.5% (2% Mcx. Slope) THS TYPE OF RAMP MAY BE USED FOR SDEWALKS N AREAS THAT DO NOT HAVE ADEQUATE SPACE FOR LANDNGS REQURED TO MEET ADA. CONCRETE CURB WLL BE PLACED AT THE BACK OF THE RAMP AND ADJONNG SLOPNG SDEWALK. HEGHT OF CURB WLL BE DETERMNED BY THE ADJACENT PROPERTY BENG TED NTO. CURB HEGHT WLL START AT " AT THE TOP OF THE SLOPNG SDEWALK AND WLL VARY AS NECESSARY TO RETAN THE ADJACENT PROPERTY BEHND THE CURB. ALL CONCRETE ADJONNG THE RADUS WTHN AND AROUND THE RAMPS SHALL BE 5 NCHES THCK WTH 4 NCHES OF 3/4. THE CONTRACTOR SHOULD ACCOUNT FOR TOLERANCES TO PREVENT EXCEEDNG THE MAXMUM SLOPES ALLOWED BY ADA. 215 ACHD SUPPLEMENT (ACHD SUPPLEMENT) PEDESTRAN RAMP TYPE "G" SD-712G

92 DETACHED SDEWALKS 1YPE "H1" 1YPE "H2" DRECTONAL RAMPS - STANDARD DOMES LEGEND 1.5X ±.5" (2X f.lax. Slope) + 7.JX ± 1.111: (8.3% Max. Slope) -$ 9% ± 1.% (1% t.lax. Slope) 1YPE "H3" NON DRECTONAL RAMPS W/ NOTES: RAMPS FOR CORNERS WTH A MN. 15" RAD AND UTLZNG ROLLED CURB. RAMPS ARE CONTANED WTHN THE CURB RADUS. RAMP DMENSONS. MNMUM DMENSON NDCATED MUST ALSO MEET SLOPE CRTERA DENTFED ABOVE. CURB TYPE ~ STANDARD 3" ROLLED PER SPWC SD-72 THROAT DEPTH = 4' FROM FACE OF CURB THROAT WDTH ~ 4" MN. WNG ~ 3" TRAVERSABLE WNG = 1.5' NON TRAVERSABLE RAMPS REQURE A MNMUM 4'X4' LANDNG N 1.5% ±.5% (2% Max. Slope) RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE & TRAVERSABLE WNGS 1:1 (1%) NON TRAVERSABLE AREA - PATERNED CONCRETE\LAWN\GRAVEL \ETC. 4',4' FLAT STREET SDE LANDNG - CONCRETE FLLET S REQURED (AS SHOWN) CONCRETE FLLET MUST HAVE A THCKNESS OF 8" AS SHOWN ON SD-78 CURB S NOT REQURED TO BE FULL -HEGHT 215 ACHD REVSON (ACHD SUPPLEMENT) PEDESTRAN RAMP TYPE "H" FOR ROLLED CURB SO-712H Sheet 1 Of 3

93 ATTACHED SDEWALKS TYPE "H4" TYPE "H5" DRECTONAL RAMPS- STANDARD DOMES LEGEND 1.5X ±.5" (2X f.lax. Slope) + 7.JX ± 1.111: (8.3% Max. Slope) -$ 9% ± 1.% (1% t.lax. Slope) TYPE "H6" NON DRECTONAL RAMPS W/ RADAL NOTES: RAMPS FOR CORNERS WTH A MN. 15' RAD AND UTLZNG ROLLED CURB. RAMPS ARE CONTANED WTHN THE CURB RADUS. RAMP DMENSONS, MNMUM DMENSON NDCATED MUST ALSO MEET SLOPE CRTERA DENTFED ABOVE. CURB TYPE ~ STANDARD 3" ROLLED PER SPWC SD-72 THROAT DEPTH ~ 4' FROM FACE OF CURB THROAT WDTH ~ 4' MN. WNG ~ 3' TRAVERSABLE WNG = 1.5' NON TRAVERSABLE RAMPS REQURE A MNMUM 4'X4' LANDNG N 1.5% ±.5% (2% Max. Slope) RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE & TRAVERSABLE WNGS 1:1 (1%) NON TRAVERSABLE AREA - PATERNED CONCRETE\LAWN\GRAVEL \ETC. 4'x4' FLAT STREET SDE LANDNG - CONCRETE FLLET S REQURED (AS SHOWN) CONCRETE FLLET MUST HAVE A THCKNESS OF 8" AS SHOWN ON SD-78 CURB S NOT REQURED TO BE FULL -HEGHT 215 ACHD REVSON (ACHD SUPPLEMENT) PEDESTRAN RAMP TYPE "H" FOR ROLLED CURB SO-712H Sheet 2 Of 3

94 ATTACHED & DETACHED SDEWALKS TYPE "H7" DRECTONAL RAMPS- STANDARD DOMES LEGEND 1.5:11: ±.5" (2% t.lax. Slope) + 7.3X ± 1.mr: (8.3" Max. Slope) <$ 9" ± 1.% (1% Max. Slope) TYPE "H9" NON DRECTONAL RAMPS W/ RADAL NOTES: RAMPS FOR CORNERS WTH A MN. 15" RAD AND UTLZNG ROLLED CURB. RAMPS ARE CONTANED WTHN THE CURB RADUS. RAMP DMENSONS. MNMUM DMENSON NDCATED MUST ALSO MEET SLOPE CRTERA DENTFED ABOVE. CURB TYPE ~ STANDARD 3" ROLLED PER SPWC SD-72 THROAT DEPTH ~ 4" FROM FACE OF CURB THROAT WDTH = 4' MN. WNG ~ 3" TRAVERSABLE WNG ~ 1.5' NON TRAVERSABLE RAMPS REQURE A MNMUM 4'X4' LANDNG N 1.5% ±.5% (2% Max. Slope) RAMPS SHALL NOT EXCEED 12,1 (8.3%) SLOPE & TRAVERSABLE WNGS 1,1 (1%) NON TRAVERSABLE AREA - PATERNED CONCRETE\LAWN\GRAVEL \ETC. 4',4' FLAT STREET SDE LANDNG - CONCRETE FLLET S REQURED (AS SHOWN) CONCRETE FLLET MUST HAVE A THCKNESS OF 8" AS SHOWN ON SD-78 CURB S NOT REQURED TO BE FULL -HEGHT 215 ACHD REVSON (ACHD SUPPLEMENT) PEDESTRAN RAMP TYPE "H" FOR ROLLED CURB SO-712H Sheet 3 Of 3

95 MAXMUM AND NORMAL TRAVERSE JONT SPACNG S 15'. THE MNMUM TRANSVERSE JONT SPACNG S 9'. ALL TRANSVERSE JONTS MUST CONNECT ACROSS THE PAVEMENT. NORMAL LONGTUDNAL JONT SPACNG S 12' AND THE MAXMUM S 15'. "THE LONGTUDNAL JONTS SHALL BE CONCDENTAL WTH "THE LANE LNES. THE MAXMUM TED WDTH S 38'. ALL JONTS SHOULD BE TED. UNTED JONTS SHALL HAVE A KEYWAY WHEN THE PAVEMENT S 9" OR THCKER. LEGEND "'""'nut_" RNG AND COVER. TRANSVERSE JONT. MANHOLE. (j) CATCH BASN. END CONCRETE PAVEMENT. CURB. 2' MN. RADUS ON RETURN SOLATON JONT-ROOFNG FELT OR FULL DEPnH FBER. NOTES 215 CATCH BASN BOX OUT BOX OUT DETALS CONCRETE JONTNG THE TYPCAL PAVEMENT JONT PATTERN SHOWN S FOR LLUSTRATON PURPOSE ONLY. USE AS A GUDE N DEVELOPNG THE JONT PATTERN FOR THE PROJECT. PREPARE A PAVEMENT JONT PATTERN FOR THE PROJECT FOR APPROVAL BY "THE ENGNEER. WHEN POSSBLE, PLACE MANHOLES AWAY FROM JONTS. JONT SPACNG MAY BE ADJUSTD NEAR MANHOLES, WTHN "THE STANDARD LMTS. PLACE MANHOLES AT LEAST TWO FEET FROM A JONT. F ths S NOT FEASBLE, CENTR MANHOLE ON JONT. WHEN A MANHOLE S LOCATD TWO TO FOUR FEET FROM A JONT, SPECAL RENFORCEMENT AROUND "THE MANHOLE S REQURED, AS SHOWN. WHEN MANHOLE OR CATCH BASN FRAMES ARE BOXED OUT AND THE PAVEMENT PLACED AROUND THE FRAME AS A SEPARATE OPERATON, PLACE SOLATON JONTS AS SHOWN N BOX OUT DETAL. JONTS N THE CURBS TO CONCDE WlnH TRANSVERSE JONTS N THE PAVEMENT. SEE S SD-71 TO SD-79 FOR ADDTONAL NOTES ON REQUREMENTS FOR CURB AND GUTTER. CONSTRUCT SAWED JONTS 3/16"-5/6" WDE AND FLL WlnH 1/4" SWADDLE WlnH HOT POURED ELASTOMERC JONT FLLER MEETNG REQUREMENTS OF ASTM D-345 OR D-346. PAVEMENT CRTERA SD-714

96 MAXMUM AND NORMAL TRAVERSE JONT SPACNG S 15'. THE MNMUM TRANSVERSE JONT SPACNG S 9'. ALL TRANSVERSE JONTS MUST CONNECT ACROSS THE PAVEMENT. NORMAL LONGTUDNAL JONT SPACNG S 12' AND THE MAXMUM S 15'. "THE LONGTUDNAL JONTS SHALL BE CONCDENTAL WTH "THE LANE LNES. THE MAXMUM TED WDTH S 38'. ALL JONTS SHOULD BE TED. UNTED JONTS SHALL HAVE A KEYWAY WHEN THE PAVEMENT S 9" OR THCKER. TYP. TYPCAL PAVEMENT JONT PATTERN OUTSDE MANHOLE WALL NOTES SPECAL RENFORCEMENT DETAL MANHOLE BOX OUT CATCH BASN BOX OUT CD LEGEND RENFORCNG BAR ( 4). - EPOXY COATED rt_ MANHOLE RNG AND COVER. KEYED JONT - TYPE C. G) TRANSVERSE JONT. MANHOLE. CATCH BASN. END CONCRETE PAVEMENT. 2' MN. RADUS ON RETJRNS. SOLA11N JONT-ROOFNG FELT OR FULL DEPnH FBER. nhe TYPCAL PAVEMENT JONT PATTERN SHOWN S FOR LLUSTRATON PURPOSE ONLY. USE AS A GUDE N DEVELOPNG nhe JONT PATTERN FOR nhe PROJECT. PREPARE A PAVEMENT JONT PATTERN FOR nhe PROJECT FOR APPROVAL BY THE ENGNEER. WHEN POSSBLE, PLACE MANHOLES AWAY FROM JONTS. JONT SPACNG MAY BE ADJUSTED NEAR MANHOLES, WlnHN THE STANDARD LMTS. PLACE MANHOLES AT LEAST TWO FEET FROM A JONT. F THS S NOT FEASBLE, CENTER MANHOLE ON JONT. WHEN A MANHOLE S LOCATED TWO TO FOUR FEET FROM A JONT, SPECAL RENFORCEMENT AROUND THE MANHOLE S REQURED, AS SHOWN. WHEN MANHOLE OR CATCH BASN FRAMES ARE BOXED OUT AND nhe PAVEMENT PLACED AROUND THE FRAME AS A SEPARATE OPERATON, PLACE SOLA11N JONTS AS SHOWN N BOX OUT DETAL. JONTS N nhe CURBS TO CONCDE WitH TRANSVERSE JONTS N nhe PAVEMENT. SEE S SD-71 TO SD-79 FOR ADDTONAL NOTES ON REQUREMENTS FOR CURB AND GUTTER. CONSTRUCT SAWED JONTS 3/16"-5/8" WDE AND FLL WitH 1/4" SWADDLE WTH HOT POURED ELASTOMERC JONT FLLER MEETNG REQUREMENTS OF ASTM D-345 OR D-346. NSTALL SMOOnH, ROUND 1" DAMETER X 18" LONG DOWELS AT 12" ON CENTER AT CONTRACTON JONTS, LGHTLY GREASE DOWEL AND SET N A DOWEL BASKET. JONTS SHALL BE SAW CUT TO A DEPTH OF 1-1/4" 'MHN 4-12 HOURS OF THE POUR, JONTS SHALL BE SEALED PER SPWC SD-714B (HOT APPLED SEALANT WTH NO BACKER ROD) 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE JONTNG PAVEMENT CRTERA SD-714

97 3/8" OR PER MANUFACTURER'S 1/4"-3/8" RECOMMENDATONS /4"-3/8" 3/8" OR PER MANUFACTURER'S RECOMMENDATONS 1/4"-3/8" <1 <1,d <1 <1 <1 <1 <1.(1 <1 <1 SLCONE SEALANT.d A HOT APPLED SEALANT W/BACKER ROD 3/8" OR PER MANUFACTURER'S RECOMMENDATONS 4 <1 <1 12" 12" CO N.,CRETE <1 CONCRETE TO ASPHALT 12" 12" 12" CONCRETE TO ASPHALT TRANSTONS CD G) HOT POURED SEALANT - ASTM D 345 FLUSH WTH SURFACE. APPROVED SLCONE SEALANT 1/4" - 3/8" BELOW PREFORMED COMPRESSON SEAL- ASTM D NOTES THE PAVEMENT EDGE S TO BE PLACE APPROXMAnELY A JONT SHALL BE AT LEAST 2' FROM A SAWED TRAVERSE AND LONGTUDNAL JONT SHALL BE SAWED JONTS. SEALANTS AND PREFORMED SEALS SHALL BE APPLED N ACCORDANCE WTH THE MANUFACTURES REQUREMENTS. MAKE A VERTCAL SAW CUT N THE ASPHALT TO SERVE AS A FORM FOR THE END OF THE CONCRETE PAVEMENT. PREFERRED PRACTCE S TO PLACE THE JONT AT THE LOCATON OF A PLANNED CONTRACTON JONT AND USE DOWEL BARS PER STANDARD TRANSVERSE JONT DMENSONNG REFERS TO SEALANT RESERVOR ONLY. SAW CUT TO CONTROL SLAB CRACKNG SHALL BE D/3 DEEP. "D" EQUALS DESGN DEPTH OF CONCRETE PAVEMENT. 215 CONCRETE SAWED PAVEMENT JONTS SD-7148

98 3/8" OR PER MANUFACTURER'S 1/4"-3/8" RECOMMENDATONS /4"-3/8" 3/8" OR PER MANUFACTURER'S RECOMMENDATONS 1/4"-3/8" <1 <1,d < <1 <.(1 <J. <1 <1 < Cl.(1 4 <1 SLCONE SEALANT.d A HOT APPLED SEALANT W /BACKER ROD.d HOT APPLED SEALANT W/NO BACKER ROD 3/8" OR PER MANUFACTURER'S RECOMMENDATONS 1/4"-3/8" 4 <1 <1 ~ <1 Cl CO N_CRETE <1 A 4 <1 A <.d A CONCRETE TO ASPHALT.d 4t COMPRESSON SEAL, 12" 12" 12" BASE CONCRETE TO ASPHALT TRANSTONS CD G) LEGEND TOOLED SURFACE REQURED EXCEPT FOR SELF LEVELNG TYPE SEALANT. APPROVED SLCONE SEALANT. THE BACKER ROD MUST BE COMPATBLE WTH THE SEALANT AND SLGHTLY OVERSZED TO RESST MOVEMENT DURNG SEALNG OPERATON. HOT APPLED SEALANT - ASTM D 345. ANY PAVEMENT ADHERNG TO THE CONCRETE FACE AFTER SAWNG SHALL BE REMOVED. HOT POURED SEALANT - WTH SURFACE. ASTM D 345 FLUSH APPROVED SLCONE SEALANT 1/4" - 3/8" BELOW PREFORMED COMPRESSON SEAL- ASTM D NOTES THE PAVEMENT EDGE S TO BE PLACE APPROXMAnELY A JONT SHALL BE AT LEAST 2' FROM A SAWED TRAVERSE AND LONGTUDNAL JONT SHALL BE SAWED JONTS. SEALANTS AND PREFORMED SEALS SHALL BE APPLED N ACCORDANCE WTH THE MANUFACTURES REQUREMENTS. MAKE A VERTCAL SAW CUT N THE ASPHALT TO SERVE AS A FORM FOR THE END OF THE CONCRETE PAVEMENT. PREFERRED PRACTCE S TO PLACE THE JONT AT THE LOCATON OF A PLANNED CONTRACTON JONT AND USE DOWEL BARS PER STANDARD TRANSVERSE JONT DMENSONNG REFERS TO SEALANT RESERVOR ONLY. SAW CUT TO CONTROL SLAB CRACKNG SHALL BE D/3 DEEP. "D" EQUALS DESGN DEPTH OF CONCREnE PAVEMENT. 215 ACHD REVSON (ACHD SUPPLEMENT) CONCRETE SAWED PAVEMENT JONTS SD-7148

99 _ 4 SECTON B-B (PARTAL) NOTES: SECTON C-C 3 # 4 BARS AT MD DEPTH OF CONCRETE SPACE EQUALLY ACROSS CURB OPENNG. REQURED WTH NFLTRAllON SWALE DESGN. CONCRETE APRON SHALL REMAN FREE OF ALL OBSTRUCTONS NCLUDNG GRASS AND OTHER VEGETATON THAT MAY BE USED N CONJUNCTON WTH LANDSCAPNG OF SWALE OR RETENTON BASN. 215 CURB DRAN SD-715

100 4" THCK CONCRETE APRON 4" OF 3/4 COMPACTED BASE STANDARD FRAME AND GRATE PER SPWC SC - 61 OA ASPHALT PERSPECTVE VEW \--A r J "N \ i BACK "-up OF GUTTER 6" STANDARD CURB PER SD-71 OF CURB -'--- 1 ' #4 LEGEND: 3.5"x24" SLOT OPENNG [_tn BACK OF NLET.5' TYP 3/4" MNUS COMPACTED AGG. BASE SECTON A A ~'-LNE WTH 4" TO 8" COBBLE S TONES FROM 3~J EDGE OF APRON TO 1-FT BEY OND THE FLOW LNE OF THE SWALE PLAN 8:1 FOR 4:1 SWALE 6:1 FOR 3:1 SWALE 3"-6" ANGULAR RPRAP N SWALE TBC FLOWLNE 'lr'l '.. 18"... 18".. SECTON B B \_3.5"X24" CAST -N-PLACE SLOT OPENNG N BACK OF NLET G) 3 EA #4 BARS 2-FT LONG AT MD DEPTH OF CONCRETE SPACE EQUALLY ACROSS CURB OPENNG STANDARD TYPE 1 NLET PER SD-61 OF SPWC/ACHD SUPPLEMENTAL WTH THESE MODFCATONS. FRAME & GRATE PER SPWC/ACHD SUPPLEMENTAL SD-69/61 OA NOTES: 1. REQURED WTH NFLTRATON SWALE DESGN FOR DETACHED SDEWALK 2. CONCRETE APRON SHALL TO REMAN FREE OF ALL OBSTRUCTONS NCLUDNG GRASS AND OTHER VEGETATON 215 ACHD REVSON (ACHD SUPPLEMENT) SHALLOW DETACHED NLET WALK so-71 s

101 PERSPECTVE VEW 6" STANDARD CURB PER SD-71 LP OF GUTTER SDEWALK../ BACK OF CURB PPE PLAN A ASPHALT #4 EPOXY BAR '~:..... ~ ~. SDEWALK 2% MAX 8" C9 PPE 6" TYP SECTON A-A 6" DEEP 3"-6" ANGULAR RPRAP N SWALE LEGEND: (D STANDARD TYPE 1 NLET PER SD-61 OF SPWC/ACHD SUPPLEMENTAL WTH THESE MODFCATONS. FRAME & GRATE PER SPWC/ACHD SUPPLEMENTAL SD-69/61 OA NOTES: 1. REQURED WTH NFLTRATON SWALE DESGN FOR ATTACHED SDEWALK 2. SEE SWALE BMPS FOR SWALE DETALS 215 ACHD REVSON (ACHD SUPPLEMENT) SHALLOW ATTACHED NLET WALK SD-715A

102 RGHT-OF-WAY WDTH STREET WDTH BACK OF CURB TO BACK OF CURB CENTER CROWN BETWEEN CURBS TYPCAL CURB LEGEND () CRUSHED AGGREGATE BASE COURSE UNDER CURB 6" STANDARD CURB AND HOT PLANT MX ASPHALT CONCRETE SURFACE COURSE. ~ CRUSHED AGGREGATE BASE OR CRUSHED OR UNCRUSHED NOTES: OTHERWSE APPROVED BY THE OWNER. SET BY LOCAL POLCY AND TYPE OF USE. THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL BE TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL AGENCY. AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL ON TRAFFC NDEX AND SOL TYPE. SEE SECTON-7. RECOMMENDED, WTH ROLL CURB USE BASED ON LOCAL POLCY, SEE SECTON 7. WDTH SET BY LOCAL POLCY AND TYPE OF USE. SEE SECTON-7. SZES SET BY LOCAL POLCY AND TYPE OF USE. SUPER ELEVATON, VERTCAL CURVE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT DSTANCE, VEHCLE DESGN SPEEDS, SET CD BY LOCAL POLCY AND TYPE OF USE. 215 TYPCAL STREET SECTON SD-81

103

104 RGHTS OF WAY WDlH PAVEMENT WDlH LEGEND CD HOT PLANT MX ASPHALT CONCRETE SURF CRUSHED AGGREGATE BASE OR LEVELNG G) SUBGRADE. CRUSHED AGGREGATE SH NOTES: AND RESDENTAL TYPE STREETS N THE USE OF lhs SECTON SUBJECT TO 11-lERWSE APPROVED BY THE OWNER. S SET BY LOCAL POLCY AND BASE lhckness SET BY LOCAL POLCY AND TYPE OF DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND AND APPROVED BY LOCAL AGENCY. EDGE OF PAVEMENT SET BY LOCAL POLCY AND TYPE OF CURVE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT GN SPEEDS, SET BY LOCAL POLCY AND TYPE OF USE. ALL HAVE A MNMUM 3:1 FORE SLOPE WTH 4:1 SLOPE RECOMMENDED. BORROW DTCH SHALL BE MNMUM 1:1 BACK SLOPE WTH 4:1 BACK lhe FLOW LNE OF lhe DTCH SHALL BE MNMUM 6" BELOW THE BASE COURSE TO ENCOURAGE DRANAGE. PPNG DTCH UNDER EQURED Will- APPROVED LENGTH AND TYPE. 215 TYPCAL RURAL STREET SECTON SD-82

105 RGHTS OF WAY WDlH PAVEMENT WDlH 2% - TYPCAL RURAL ROAD SECTON LEGEND CD HOT PLANT MX ASPHALT CONCRETE SURFACE CRUSHED AGGREGATE BASE OR LEVELNG CRUSHED OR UNCRUSHED AGGREGATE BASE CRUSHED AGGREGATE SHOULDERS. NOTES: r7:\ THE ACHD STANDARD MATERAL FOR ROADWAY LEVELNG COURSE ON TOP OF UNCRUSHED 6 OR 8-inch PTRUN BASES S TYPE 1 '::J AGGREGATE PER TABLE 1 OF SECTON 81 UNLESS OTHERWSE APPROVED N WRTNG. THE ACHD STANDARD MATERAL FOR GRANULAR ROADWAY BASE S 6 OR 8-inch PTRUN PER TABLE 1 OF SEC11N 82 UNLESS 11-lERWSE APPROVED N RURAL S11REET SEC11N USED FOR ARTERAL, COLLECTOR, AND RESDEN11AL TYPE STREETS N lhe AREAS OUTSDE lhe ESTABLSHED URBAN AREAS lhe USE OF THS SECTON SUBJECT TO LOCAL POLCY AND TYPE OF ALL CONS11RUCTON SHALL BE PER SPWC SPECFCATONS. S11REET PROFLE GRADES.4% MNMUM UNLESS OTHERWSE APPROVED BY THE OWNER. 2\ RGHT-OF-WAY WDTHS AND S11REET WDlHS SET BY LOCAL POLCY AND.CJ TYPE OF USE. MNMUM ASPHALT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL lhckness SHALL BE DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL S11REET CORNER RAD SZES FOR EDGE OF PAVEMENT SET BY LOCAL POLCY AND TYPE OF USE. CD SUPER ELEVATON, VERTCAL CURVE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT DSTANCE, VEHCLE DESGN SPEEDS, SET BY LOCAL POLCY AND TYPE OF USE BORROW DTCHES SHALL HAVE A MAXMUM 3:1 FORE SLOPE WTH 4:1 SLOPE RECOMMENDED. lhe BACK SLOPE OF BORROW DTCH SHALL BE MAXMUM 1: 1 BACK SLOPE WTH 4: 1 BACK SLOPE RECOMMENDED. THE FLOW LNE OF THE DTCH SHALL BE MNMUM 6" BELOW lhe LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRANAGE. PPNG DTCH UNDER DRVEWAYS REQURED WTH APPROVED LENGlH AND TYPE. 215 ACHD REVSON (ACHD SUPPLEMENT) TYPCAL RURAL STREET SECTON SD-82

106 R/W RGHTS OF WAY AND SURFACED WDTH TO MATCH F /L 3" BELOW CENTER CROWN AND EDGE OF ALLEY R/W 2.5" ASPHALT B" OF *" MNUS CRUSHED AGGREGATE TYPE EXSTNG GRAVEL ALLEYS NEW ALLEYS RGHTS OF WAY AND SURFACED WDTH TO MATCH R/W RGHTS OF WAY AND " OF 3/4" MNUS CRUSHED AGGREGATE BASE COURSE E V-NEW ALLEYS T CONCRETE COURSE. CURB AND GUTTER OR VALLEY GUTTER NOTES: ALL SHALL BE PER SPWC SPECFCATONS. ALLEY PROFLE GRADES.4% MNMUM WlnH CONCRETE GUTTER, 1% MNMUM ON ASPHALT. RGHT-OF-WAY WDnHS AND ALLEY WDTHS SET BY LOCAL POLCY AND TYPE OF USE. MNMUM ASPHALT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTJAL THCKNESS SHALL BE DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL AGENCY. SUPER ELEVATON, VERTCAL CURVE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT DSTANCE, VEHCLE DESGN SPEEDS, SET BY LOCAL POLCY AND TYPE OF USE. (ACHD SUPPLEMENT) TYPCAL PAVED ALLEY SECTON SD-83

107 R/W. RGHTS OF WAY AND SURFACED WDTli TO MATCH F /L Y BELOW CENTER CROWN AND EDGE OF ALLEY R/W. 5" ASPHALT 8" OF *" MNUS CRUSHED AGGREGATE R/W. TYPE -NEW ALLEYS RGHTS OF WAY AND SURFACED WDTli TO MATCH R/W. 2.5" ASPHALT 4" OF *" MNUS CRUSHED GRAVEL TYPE -NEW ALLEYS RGHTS OF WAY AND SURFACED WDTli TO MATCH h r RGHTS OF WAY AND SURFACED W>TH 1 MATCH 2 1 r LEGEND HOT PLANT MX ASPHALT CONCRETE COURSE. CRUSHED AGGREGATE BASE COURSE. 6" MNUS UNCRUSHED GRAVEL J" ROLLED CURB AND GUTTER OR VALLEY GUTTER NOTES: TYPE V-NEW ALLEYS ALL CONSTRUCliON SHALL BE PER SPWC SPEOFCA lions. ALLEY PROFLE GRADES.411: MNMUM WTH CONCRETE GUTTER, 1 X MNMUM ON ASPHALT. RGHT-OF-WAY WDTliS AND ALLEY WDTliS SET BY LOCAL POUCY AND TYPE OF USE. MNMUM ASPHALT AND AGGREGATE BASE Tl-C<NESS SET BY LOCAL POUCY AND TYPE OF USE. ACTUAL Tl-C<NESS SHALL BE DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL AGENCY. SUPER ELEVAllON, VERllCAL CURVE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT DSTANCE, VEHCLE DESGN SPEEDS, SET BY LOCAL POUCY AND TYPE OF USE. (Aa-D SUPPLEMENT) TYPCAL PAVED ALLEY SECTON SD-83

108 RGHTS OF WAY AND SURFACED WDTH TO MATCH ::=:MNUS CRUSHED AGGREGATE LEGEND CD HOT PLANT MX ASPHALT CONCRETE COURSE. CRUSHED AGGREGATE BASE NOTES: ALL SHALL BE PER SPWC SPECFCATONS. ALLEY PROFLE GRADES.4% MNMUM WTH CONCRETE GUTTER, 1% MNMUM ON ASPHALT. RGHT-OF-WAY WDTHS AND ALLEY WDTHS VARY BY LOCA11N. MNMUM ASPHALT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL BE DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL AGENCY. 215 (ACHD SUPPLEMENT) RETROFT EXSTNG ALLEY SECTONS SD-83A

109 LEGEND CD CONCRETE SDEWALK. STANDARD RGHT-OF-WAY LNE. SPECFCATONS. UNLESS OTHER'MSE APPROVED BY "THE OWNER. AND DAMETER SET BY LOCAL POLCY AND TYPE OF USE. TE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL "THCKNESS ENG:NEioR BASED ON TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED 215 CD VEMENT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND SOL TYPE. SEE SECTON-7. AND GUTTER RECOMMENDED, WTH ROLL CURB USE BASED ON LOCAL POLCY, SEE SECTON-7. CONCRETE SDEWALK REQURED WDTH SET BY LOCAL POLCY AND TYPE OF USE. SEE SECTON-7. STREET CORNER RAD SZES SET BY LOCAL POLCY AND TYPE OF USE. CUL-DE-SAC RADUS REQURED DETERMNED BY MNMUM TURNAROUND RADUS FOR MOTOR VEHCLES. ACTUAL RADUS SET BY LOCAL POLCY AND TYPE OF USE. CUL-DE-SAC MAY BE OFFSET TO "THE LEFT OR RGHT SO THAT APPROACH STREET CURB S TANGENT 'M"TH CUL-DE-SAC CRCLE. STANDARD CUL-DE-SAC SD-85

110 . :.,,......,.. '. } : ' " : CD 215 ACHD REVSON NOTES: STREET WDTH R/W WDTH ALL CONSlRUCTON SHALL BE PER SPWC SPECFCATONS. SlREET PROFLE GRADES.4% MNMUM UNLESS OTHER'MSE APPROVED BY THE OWNER. RGHT-OF-WAY STREET 'MOTHS AND DAMETER SET BY LOCAL POLCY AND TYPE OF USE.... -:... LEGEND CONCRETE SDEWALK. STANDARD CURB RGHT-OF-WAY LNE MNMUM ASPHALT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL BE DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL AGENCY. MNMUM CONCRETE PAVEMENT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL BE DESGNED BY ENGNEER BASED ON TRAFFC NDEX AND SOL TYPE. SEE SECTON-7. STANDARD CURB AND GUTTER RECOMMENDED, WTH ROLL CURB USE BASED ON LOCAL POLCY, SEE SECTON-7. CONCRETE SDEWALK REQURED WDTH SET BY LOCAL POLCY AND TYPE OF USE. SEE SECTON-7. SlREET CORNER RAD SZES SET BY LOCAL POLCY AND TYPE OF USE. CUL-DE-SAC RADUS REQURED DETERMNED BY MNMUM TURNAROUND RADUS FOR MOTOR VEHCLES. ACTUAL RADUS SET BY LOCAL POLCY AND TYPE OF USE. CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RGHT SO THAT APPROACH STREET CURB S TANGENT 'MTH CUL-DE-SAC CRCLE. (ACHD SUPPLEMENT) STANDARD CUL-DE-SAC SD-85

111 EXSTNG RGHT-OF-WAY WDTH EXSTNG MPROVEMENTS REQURED NEW MPROVEMENTS w z :J NOTES: ALL SHALL BE STREET PROFLE GRADES RGHT-OF-WAY WDTHS TYPE OF MNMUM ASPHALT AN ACTUAL THCKNESS SUBGRADE SOLS MNMUM OF USE. TYPE. CD BY LOCAL POLCY AND TYPE OF USE. BASED ON TRAFFC NDEX AND "R" VALUE OF THCKNESS SET BY LOCAL POLCY AND TYPE BY ENGNEER BASED ON TRAFFC NDEX AND SOL WTH ROLL CURB USE BASED ON LOCAL POLCY, SEE SET BY LOCAL POLCY AND TYPE OF USE. SEE SECTON-7. BY LOCAL POLCY AND TYPE OF USE. VE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT MATCHNG EXSTNG MPROVEMENTS AND SET BY LOCAL POLCY DRAN TOWARD EDGE OF PAVEMENT OR CONCRETE CURB AND SHALL HAVE A MNMUM CROSS OF 1% WTH 2% RECOMMENDED. CROSS SLOPE OF 4% MAXMUM N TRAFFC LANE WTH 8% MAXMUM N PARKNG AREA. EXSTNG ASPHALT SHALL BE CUT TO A NEAT STRAGHT LNE PARALLEL AND/OR PERPENDCULAR TO THE CENTERLNE OF THE STREET AND SEALED WTH AN ASPHALT TACK COAT BEFORE PAVNG. 215 TYPCAL STREET WDENNG SD-86

112 EXSTNG RGHT-OF-WAY DTH " J!f.l EXSllNG MPROVEMENTS REQURED NEW, MPROVEMENTS... REFER TO SD-81 FOR TYPE AND DESCRPTON. : lw NOTES: ALL CONSllRUCTON SHALL BE PER SPWC SPECFCAllONS. STREET PROFLE GRADES.4% MNMUM UNLESS OTHERWSE APPROVED BY THE OWNER. RGHT-OF-WAY WDTHS AND STREET WDTHS SET BY LOCAL POLCY AND TYPE OF USE. MNMUM ASPHALT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL BE DESGNED BY ENGNEER BASED ON llraffc NDEX AND "R" VALUE OF SUBGRADE SOLS AND APPROVED BY LOCAL AGENCY. MNMUM CONCREllE PAVEMENT AND AGGREGATE BASE THCKNESS SET BY LOCAL POLCY AND TYPE OF USE. ACTUAL THCKNESS SHALL BE DESGNED BY ENGNEER BASED ON llraffc NDEX AND SOL TYPE. SEE SECTON-7. STANDARD CURB AND GUTllER RECOMMENDED, TH ROLL CURB USE BASED ON LOCAL POLCY, SEE SECTON-7. CONCREllE SDEWALK REQURED DTH SET BY LOCAL POLCY AND TYPE OF USE. SEE SECTON-7. SllREET CORNER RAD SZES SET BY LOCAL POLCY AND TYPE OF USE. (i) SUPER ELEVAllON, VERllCAL CURVE AND HORZONTAL CURVE REQUREMENTS BASED ON SGHT DSTANCE, VEHCLE DESGN SPEEDS, MATCHNG EXSllNG MPROVEMENTS AND SET BY LOCAL POLCY AND TYPE OF USE. ASPHALT MATCH SHALL DRAN TOWARD EDGE OF PAVEMENT OR CONCRETE CURB AND SHALL HAVE A MNMUM CROSS SLOPE OF 1% TH 2% RECOMMENDED. CROSS SLOPE OF 4% MAXMUM N llraffc LANE WTH B% MAXMUM N PARKNG AREA. EXSllNG ASPHALT SHALL BE CUT TO A NEAT STRAGHT LNE PARALLEL AND/OR PERPENDCULAR TO THE CENTERLNE OF THE STREET AND SEALED WTH AN ASPHALT TACK COAT BEFORE PAVNG. 215 ACHD REVSON (ACHD SUPPLEMENT) TYPCAL STREET WDEN NG SD-86

113 BASE 1\llH 2 1/2" OF HOT PLANT MX PAVEMENT. TO CONllNUE BORROW DTCH DRANAGE 1\lHERE APPUCABLE. ON GRADE CHANGE. USE 3' AS A MNMUM. 215 RURAL DRVEWAY APPROACH SD-89

114 NSTALL 3/4" MNUS CRUSHED AGGREGATE BASE, WTH HOT PLANT MX PAVEMENT AT THCKNESS SPECFED ON APPLCABLE PROJECT NSTALL 12" MNMUM DAMETER PPE CULVERT TO CONTlNUE BORROW DTCH DRANAGE WHERE AMOUNT OF DRVEWAY REPAR VARES BASED ON GRADE CHANGE. USE 3' AS A DRVEWAY WDTH WLL NEED APPROVAL FROM ACHD'S DEVELOPMENT SERVCES 215 ACHD REVSON (ACHD SUPPLEMENT) RURAL DRVEWAY APPROACH NO. S D -89

115 12'-" MN x 4" TREATED WOOD POSTS THE ABOVE PLANS. BY THE CONTRACTOR \\HERE CALLED FOR ON THE AND WHTE STRPES (SLOPNG DONWARD AT AN ANGLE OF 45' ROADWAY, T S DESRABLE THAT THE STRPES SLOPE DOWNWARD N DETOURNG. WHERE BOTH RGHT AND LEFT TURNS ARE PROVDED DONWARD N BOTH DRECTONS FROM THE CENTER OF THE BARRCADE. STRPES SHALL BE REFL.ECTORZED SO AS TO BE VSBLE UNDER NORMAL DSTANCE OF 1, FEET WHEN LLUMNATED BY THE LOW BEAMS OF SHALL BE BULT SMLAR, BUT 4"x4" POSTS SHALL BE 5'-" LONG AND SHALL HAVE PPno r<: SET 9 AND CENTERED ON POST FOR SUPPORT AND ATTACHED 'MTH 2-1/2"x7" BE PANTED 'MTH MNMUM TWO COATS OF 1\HTE OL BASE PANT. ALL PANTS SHALL 215 TERMNUS BARRCADE SD-1132