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Home My WebLink About4207-7EXISTING MEDIAN ISLAND CONCRETE CURBING ROADWAY 4 4 4.* —.11 FEI I 1EE1 I FE1 I 1=1 I I_:—:1 I I 4 4 4 A /X� v/ X, — 9,0% COWPACTED NATIVE SOIL FINISIH GRADE—SLORIE 2% TO CENTER OF MEDIAN X MIN. 4"' DEEP X 6" WIDE WET CONCRETE BED, MORTARED PAVERS ADJACENT TO PLANTER BEDS TO BE SET ON IN PLACE. LEVEL TOP OF EDGE PAVERS ACCORDING TO FINISH ELEVATION AS INDICATED. USE SPEX MIX TYPE Pp5v CONCRETE. WET PAVER BEFORE PLACING ON WET CONCRETE. x/, X 24" DEEP ROOT DEFLECTOR PER PLANTING PLAN EXI,')T[):NG MEDIAN ISLARD CGNCRETE CURBING PAVER STORES —CAM 5R[DGE (6ppX9" & 6PPX6PP) COLDR: 25% LA JOLLA BLEND, 25% SAHARA BLERD, 25% BELLA BLEND, 25% TOSCA]qA BLEND. 1"' DEEP SAND BED (ANGULAR) 95% COWACTED—CON�FORWING TO SECTION 2.02 TAB�E 2 THIS SHEILT JOINT $AN,D— CONFORMING TO SECTION 2.02 TABLE 1 95% C-0,MPACTED NATIVE SOIL TRIS, SHEET—V18RATE IN RLACE RER SECTION 3.02 ROADWAY 4. 4 4 X//1 4 \< x �X 90% COMP,kCTED NATIVE SOIL to x X X I X A N X 1\ Z X NOT TO SCALE �R �TE�P E R G E , Q I WIDTH VARIES A PUBLIC SERVICE BY UNDERGROUND SERVICE ALEPT PAVER STONES —BELGARD—CAMBRIDGE (6"X9,9P & 6"Wv) COLOR: 25% LA JOLLA BLEND, 25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND. EXISTING MEDIAN ISLAND CONCRETE CURBING ROADW, AY 4 7— 1 T _Tf T- I 'ft�__-rT1T TF =IJ 4 III I I 1�� I IE� I FE1 I I IE -Tr :71e I MI 11--11 1EI I F1 I MI I 1�1 I EI I E-1 I F"I I El 11-111 '11 F-1 I I— "D I El I I— —III— X-11 (XI 4 \X X X� N-77, N A 90% COMPACTED NATIVE SOIL �STALLA F10 NOT -ro SCALE N AT A EL NOTE: PALLET QUANTITIES ARE FOR ORDERING PURPOSES ONLY— CONTRACTOR SHALL VERIFY ALL SQUARE FOOTAGE AND PALLET QUANTITIES PRIOR TO BIDDING OR ORDERtNG ANY PAVERS. _7W OF TYRCAL I NOT TO SCALE N Prepared By W I ffr'H VARIES PLANTER AREA PER PLAN PAVER STONES FIELD TO CURB—CAMBRiDGE j PART 1: GENERAL SPECIFICATIONS Sieve Size Percent Passing Sieve Size Percent Passing & 6-%`X6") COLOR: 25% LA JOLLA BLE1,41.0, No. 4 4.75 rn rn 100 5 MM 100 1.01 Quality Assurance No. No, 8 �2.36 rnrri� 95 to 100 2.5 m rn 95 to 100 16 1.18 Mrn) 70 to 100 1.25 mrn 90 to 100 A. Installation shall be by a controctor and crew with at least one ear of experience in placing interlocking concrete y No, 30 0.600 mm 40 to 100 0.600 mm 35 to 80 A L L A R ur--' E Nb` I N E E R`l pavers on projects of similar nature or dollar cost. No. 50 0 20 to 40 0.300 mm 15 to 50 R Contractor shall hold current Basic Level Certificate from the Interlocking Concrete Pavement Institute contractor NoI 100 0. 150 mm 10 to 25 0.150 mm 2 to 15 certification program. C. Contractor shall conform to all local, state/ provincial licensing and bonding requirements, No. 200 R075 rnrn� 0 to 10 1.02 AI Submittals Shop or product drowings, and product data, Table 2 Gradin Requirements for Bedding Sand B. Full' size somples Of concrete paving units to indicate color end shope selections. Color will be selected by NONE AS1710 33 CSA A2.3.1—M94 Fontana, California 92335 356-1815 Fox Landscape "Architect from Manufacturer's available colors, Sieve Size Percent Passing Sieve Size Percent Passing C. Sieve analysis for grading of bedding and joint sand. 3/8 in.(9.5 mm) 100 10 mm 100 D. Test results fro ',m an independent testing laborotory for compliance of paving unit requirem"ents to [ASTM C 936] [CSA] other No. 4 4.75 mm 95 to 100 5 rnm 95 t,o 100 �2.36 E or' opplicable requirements. Manufacturer's certifiCOUGn of concrete pavers �y ICPI os having passed applicable ASTM or CSA standards. No. No. rnm� 85 to 100 2.5 rn m 80 to 100 16 1.18 mm) 50 to 85 1.25 mm 50 to 90 F� Ind-l"Ic-ate layout, pattern, and relationship of paving joints to fixtures ond project formed detaii1s. No. 30 0.600 mm 25 to 60 0.630 mm 25 to 65 1 �03 Mock—Ups No. No. 50 0.30 10 to 30 0.315 mm 10 to 35 100 (0. 150 mm) 2 to 10 0.160 mrn 2 to 10 A. Instoll a 6 ft x 6 ft paver area as described in Article 3.02. 13� This orea will be used to determine surcharge of the bedding sand layer, joint sizes, lines, laying pattern(s), color(s), and texture of the job. Note: Bedding sand may be used for , int sand. �iowever, extra effort in sweeping and compacting the povers may �?111 C11 This area shall be the standard from which the work will be judged and shall it be incorporated into the work. be required in order to completely the joints. If joint sand other than bedding sand is used, the gradations shown in Table 2 are recommended. Joint sand should never be used for bedding sand. "I �04 A� Delivery, Storage, And Handling Deliver concrete pavers to the site in steel banded, plastic banded, or plastic wrapped cubes capable of transfer D. The joint sand shall conform to the grading requirements as shown in Table 2 below: by fork lift or clamp lift. Unload pavers at job site in such a manner that no damage occurs to the product. Note: Use ASTM or CSA standords as applicable. B. Cover sand with waterproof covering to prevent exposure to rainfall or removal by wind. Secure the covering in 2.03 Edge Restraints elace. C� (oordinate delivery ond paving schedule to minimize interference with normal use of travel way adjacent -to medion. Note: See ICPI Tech Spec 3, "Edge Restraints for Interlocking Concrete Pavements," for guidance selecting on edge 1 105 Environmental Conditions restraints for various applications. AI R Do not install sand or pavers during heavy rain or snowfall, Do not install sand ond pavers over frozen base materials. A. Edge restraints shall be metal or concrete and installed per manufacturer"s recommendations C� Do not install frozen sand. PART 3: EXECUTION PART 2: PRODUCTS 3.01 Examination 2�01 Concrete Pavers A. Verif that subgrade preparation, compacted density and elevations conform to the specifications. B. VerRy that geotextiles, if applicable, have been placed according to specifications and drawings. Sierra Building Products, 10714 Poplar Ave, Fontana, CA 92335 C. Install edge restraints per manufacturer's recommendations. A. 909-355-6422, fox 909-355-6444, Product name, color(s), overall dimensions, and thickness: D. Beginning of bedding sand and paver installation means acceptance of base and edge restraints. 3.02 Installation CAMBRIDGE A. Spread the bedding sand evenly over the base course and screed to a nominal 1 in. thickness, not exceedir)g 1 1 /2 1. 6" x 9" x 2 3/8" in. thickness, The screeded sand should not be disturbed. Place sufficient sand to stay ahead of the laid povers. Do 2. 6" x 6" x 2 3/8yk not use the bedding sand to fill depressions in the base surface. B. Ensure that pavers are free of foreign material before installation. C. Lay the pavers in the pattern(s) as shown on the drawings, Maintain straight pattern lines. D. Points between the pavers on average shall be between f /16 in. and 3 /16 in. wide, COLOR: 25% LA JOLLA BLEND, 25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND. Note: Some paver shapes require a larger joint. Consult manufacturer for recommended joint widths. E. Fill gaps at the edges of the paved area with cut pavers or edge units. Z02 Bedding and Joint Sand Note-, Units cut no smaller than one --third of a whole paver are recommended along edges subject to vehicular traffic. B. Sieve according to [ASTM C 136] [CSA—A23.2A]. E Cut pavers to be placed along the edge with a [double blade paver splitter, or, masonry saw. G� Use a low amplitude plate compactor capable of at least 5,000 lbf (22 kN) compaction at a frequency of 75 hz 100 C. Conform to the grading requirements of as shown in Table 1. hz. H. Compact the pavers, sweeping dry joint sand into the joints and vibrating until they are full, This will require at least Note: L)se ASTM or CSA standords as applicable, two or three posses with the compactor. Do not compact within 2 ft of the unrestrained edges of the poving units. 1� All work to within 2 ft of the laying face must be left fully compacted with sand—filled joints at the end of each day. Table 1 Cover the laying face with plastic sheerts overnight if not closed with cut and compacted pavers, Grading Requirements 'for Joint Sand J. Sweep off excess sand when the job is complete. AV 14T CSA A82,56M K, The final surface elevations shall not deviate more than 3 /8 in. under a 10 ft long straightedge. Natural Sand Manufactured Sand L� The surface elevation Of DOvers shall be 1 A to 1 A in. above adiacent drainaae inlets. concrete collars or channels. NOTE: PALLET QUANTITIES ARE FOR ORDERING PURPOSES ONLY— CONTRACTOR SHALL VERIFY ALL SQUARE FOOTAGE AND PALLET QUANTITIES PRIOR TO BIDDING OR ORDERtNG ANY PAVERS. _7W OF TYRCAL I NOT TO SCALE N Prepared By W I ffr'H VARIES PLANTER AREA PER PLAN (0 0 Ld L T C) C5 Ld C) PAVER STONES FIELD TO CURB—CAMBRiDGE j (6"XV & 6-%`X6") COLOR: 25% LA JOLLA BLE1,41.0, 25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND. CffY OF FOWANA, CALFORNIA A L L A R ur--' E Nb` I N E E R`l 'NT CAPffAL IMPROVEME PROJECT Civil Engineering — Land Surveying -- Land Planning 8253 Sierra AvenLAe DRAWN BY: SCALE: CAD NONE Fontana, California 92335 356-1815 Fox DESIGNED BY: COMTRUC71ON DETALS _bA—TE \j"" 4,,�)(909) (90 3 6-1795 S.T.B. 612012007 1 "111, N ""0 1.1� CHECKED BY. A P,?,P R BY: . ..... 0 DRAWING NO, 71 Da"Vid S. Hamrner, R.C.E. 43976 (expires 6/30/2007) Z 7 4207 CITY ENGINEER RC.E. 51152 (0 0 Ld L T C) C5 Ld C)