Travay Siplemantè Drenaj nan Riban EKAM
Rezime — Dokiman sa a prezante travay drenaj adisyonèl yo planifye pou zòn EKAM nan. Li gen ladan plan sit ak detay konstriksyon pou amelyorasyon drenaj ak amelyorasyon wout yo.
Dekouve Enpotan
- Amelyorasyon drenaj yo planifye pou zòn espesifik nan zòn EKAM nan.
- Amelyorasyon wout yo ap gen ladan yo resurfacing ak nivelman.
- Yo bay detay konstriksyon pou pasaj swale yo ak seksyon wout yo.
- Yo dwe pwoteje sèvis piblik ak enfrastrikti ki egziste deja pandan konstriksyon an.
- Pwojè a vize amelyore drenaj ak kondisyon wout nan zòn nan.
Deskripsyon Konple
Dokiman sa a prezante desen jeni ak plan konstriksyon pou travay drenaj adisyonèl nan zòn EKAM. Li gen ladan plan sit ki montre kote amelyorasyon drenaj yo, amelyorasyon wout yo, ak enfrastrikti ki gen rapò yo. Dokiman an bay espesifikasyon konstriksyon detaye ak nòt teknik pou gide aplikasyon pwojè drenaj ak wout yo.
Teks Konple Dokiman an
Teks ki soti nan dokiman orijinal la pou endeksasyon.
GOVERNMENT OF HAITI AND UNITED STATES AGENCY FOR INTERNATIONAL DEVELOPMENT EKAM SETTLEMENT ADDITIONAL DRAINAGE WORKS 12 JANUARY 2018 REVISED: 10 APRIL 2018 INDEX OF DRAWINGS SHEET REF. NO. FILE NUMBER ISSUE DATE ISSUE REV SHEET CONTENTS GENERAL CIVIL Swale Centerline A-A Alignment - Swale Centerline Horiz Scale: 50.000 310 320 321.5 321.5 321.5 320.9 320.3 320.2 319.9 319.5 318.4 318.8 318.7 318.2 317.6 316.3 321.52 321.52 321.50 320.90 320.33 320.21 319.89 319.54 318.42 318.78 318.71 318.23 317.62 316.32 -0+10 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 KEY PLAN C-201 C-202 C-204 C-203 SHEET C-203 SHEET C-202 KEY PLAN C-201 C-202 C-204 C-203 SHEET C-204 SHEET C-201 KEY PLAN C-201 C-202 C-204 C-203 SHEET C-201 SHEET C-204 KEY PLAN C-201 C-202 C-204 C-203 SHEET C-202 SHEET C-203 SCALE = CROWNED GRAVEL ACCESS ROAD NONE 1 CONTRACTOR TO VERIFY THAT DRAINAGE SWALES ALONG THE ROADS SLOPE IN A DOWNHILL DIRECTION 150mm ROAD GRAVEL, COMPACT TO 95% SEE NOTE 1.1.1 SHOULDER WIDTH VARIES PROOF ROLL SUBGRADE SEE NOTE 3.2 EXISTING SHOULDER SLOPE TO SWALE TO PROVIDE POSITIVE DRAINAGE (TYP). SLOPE AT 2% MIN CLEAN AND SHAPE SWALES TO PROMOTE DRAINAGE. STABILIZE ERODED AREAS WITH ROAD GRAVEL. (TYP) SLOPE 2.0% (TYP) COMPACT BY HAND (TYP) Compact Subgrade Consistent with Procedure used for Road Gravel Gravel Road Concrete Paver 12" (300mm) Proof Roll Parallel to Concrete Road 6' (1.83 M) ROAD GRAVEL 6" (150mm) SCALE = MANHOLE TRANSITION SECTION NONE 1 SCALE = DIRT ROAD TO CONCRETE PAVER NONE 2 SCALE = ROAD SECTION NONE 3 SCALE = SWALE CROSSING NONE 4 4' (1.21 M) Provide 0.5' (150mm) of Road Gravel at Each End of Swale Crossing (Hand Compacted) Connect Swale Across Road. Channel Depth Shale be a Minimum of 8" (200mm) and Graded to Drain to Swale. Compact Subgrade Consistent with Procedure use for Road Gravel Concrete Paver/Concrete Swale/Concrete Culvert.