(2018) Travay Siplemantè Drenaj nan Riban EKAM

[page 1] GOVERNMENT OF HAITI AND UNITED STATES AGENCY FOR INTERNATIONAL DEVELOPMENT | e ADDITIONAL DRAINAGE (TE) verra recu rs WORKS 12 JANUARY 2018 REVISED: 10 APRIL 2018 [page 2] A B C D E FE G H l INDEX OF DRAWINGS SHEET ISSUE ISSUE MN M DATE Se BR BRS 6 GENERAL | Le se lee esse TT Een Ven. en Ven VV ne ee Ve me REC RE PE EE EU A PE EE ES EE &, ABBREVIATION: NN NN NN GC SSSR SCSI ARR ROR PP Pre Ce RAR D RON DS EL 0 SNS CLR OS PS PS PS D RE D D DR Y IR AE SARA REED RAC RER 0 pd MS AS DS PE DRAINAGE IMPROVEMENT SITE PLAN AREA 1 QROFLE AND DETAIL À A 4 Re PL nm DR TS OR D NS 6 Ma 18 ROADWAY IMPROVEMENT SITE PLAN SHEET 1 OF 4 ROADWAY IMPROVEMENT SITE PLAN 7? MERE Fume BE EPS) S S = E o ROADWAY IMPROVEMENT SITE PLAN 8 S L ec ROADWAY IMPROVEMENT SITE PLAN co NHSUP-0-704 26 MARIE | SES SE 2 SSSR SP PL PR y S FC SPSA ENS NET Vo > 29 DEC 17 DRAINAGE DITCH DETAILS A & = — = ® RER SPP PPS SR SSSR ST £ ROADWAY _IMPROVEMEN ONSTRUCTION DETAILS 8 À É EEE EEE 5 RE E TT 5 l ES cd £ ë g g £ 2 8 2 ÿ 3 Z £ ë 5 3 3 © E = 3 5 1 ü ÿ 2 2 UNLESS OTHERWISE NOTED, ALL LINEAR 5 DIMENSIONS SHOWN ARE IN FEET 2 4 1 PROJECT TITLE: SHEÉET_ CONTENTS: EEE CE TT DRAMNS 8 ER ENGINEERING DESIGN NFc 12=gan-2ons À REFERENCE À GOVERNMENT OF HAITI Gris &. CONSTRUCTION — RE AE NUMBER: L AND | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL Pan ve SUN 9° A PE DE © x UNITED STATES AGENCY FOR $ er pi DRAINAGE WORKS PACKAGE INDEX OF DRAWINGS NFC TETRA TECH La Lacan mare ww] | NHSUP £ INTERNATIONAL. DEVELOPMENT ne 127-1298-15001 me Joree [_ROADHAY RESURFACING | 5726718 | | _ à dus TETRA TECH EKAM Wap go | HA amet juan | | 6001 Z H ss a [page 3] nm D Le m1 D 1 eo mn 1 Road Gravel Notes UT KHURAIS F15 EW_ RANGE D 1.1 DEFINITIONS For ine purposes of this specification, the following definitions PART 3 EXECUTION 6 D apply. 3.3.2 Grade Control 3.1 STOCKPILING MATERIAL N 1.1 Road Gravel The finished and completed Road Gravel course shall conform Road Gravel is well graded, crushed, durable aggregate Clear and level storage sites prior to stockpiling of material. to the lines, grades, and cross sections shown. Underlying uniformly moistened and mechanically stabilized by compaction Stockpile all materials, including approved material available material(s) shall be excavated and prepared at sufficient depth D This product is intended for use as wear course for the gravel from excavation and grading, in the manner and at the locations for the required Road Gravel thickness so that the finished base roads and may be from manufactured or natural sources subject designated. Aggregates shall be stockpiled on the cleared and course and the subsequent surface course will meet the D to the conditions below. leveled areas approved by the Engineer to prevent segregation. designated sections. . : . : Materials obtained from different sources shall be stockpiled For the purpose of this project, material previously approved for separately. 3.3.3 Proof Rolling D Bedding Material within the Canals will be considered to meet . : the specifications. Subject to confirmation that material meets 3.2 PREPARATION OF SUBGRADE Finish proof rolling the Road grave! free of surface water (wet D EKAM-Sub 090 00, 312 00 BEDDING COURSE. In no case k | k conditions resulting from rainfall) which would promote shall coarser material be allowed. Prior to constructing the road gravel, the underlying course or degradation. After placing Road Gravel proof roll the with six subgrade shall be cleaned of all foreign substances. The surface passes of a roller. Operate in a systematic manner to ensure D 1.2 SUBMITTALS of ie undering cause oc supgrade shall pe compacted to the number of passes over all areas, and at speeds between 4 rovide a uniform level of compaction across the site. ï i Submit the following in accordance with 013300 P P: to 5.5 km/hour. Notify the Engineer a minimum of 3 days prior to 5 D SUBMITTAL PROCEDURES: Ruts or soft yielding spots in the underlying subgrade, areas proof rolling to obtain a smooth and compact surface. having inadequate compaction, and deviations of the surface D SD-06 Road Gravel Thickness Report from the requirements set forth herein shall be corrected by 3.34 Thickness 1.3 QUALITY ASSURANCE oosening and LA matos sont sh srsatsfacony melerl anaby Construct the compacted thickness of the Road Gravel as adding approved material, reshaping to line and grade, an: î ivi ï D The contractor shall provide documentation regarding the recompaeting fill material sufficient hat ruts of soit spots will not be Panne ben 7e mn vompaclen Dicknese The Dial hriohed thickness of Road gravel placed on the roads. reappear in finished Road Gravel. thickness of the Road Gravel shall be within 2"(50mm) of the b 3.32 In Place Tests The finished underlying course shall not be disturbed by traffic DEden igraled. ner ire measured bre dame Fan a. Measure the total thickness of the Road Gravel at intervals, or other operations and shall be maintained in a satisfactory j Y gr ang " : s material of proper gradation, reblading, and recompacting as in such a manner as to ensure one measurement for each condition until the Road Gravel is placed. k ns 2000 square meters of Road gravel required to meet the requirements. Where the measured D ° 3.2.1 Construction thickness is more than 2”(50mm) thicker than indicated, the 5 b. 1.3.4 Approval of Material course shall be considered as conforming to the specified a Tentati lof material will be based t For gravel roadways, shape subgrade to line generally following thickness requirements. Average job thickness shall be the $ D fin the sou éfcations Visual Inspection, ne TY existing grade and compact as specified. Remove soft or average of all thickness measurements taken for the job, but ü 4 witn the Specifications visual Inspection. otherwise unsatisfactory material and replace with satisfactory shall be within 25 mm of the thickness indicated = D PART 2 PRODUCTS excavated material or other approved material as directed. Bring o up low areas resulting from removal of unsatisfactory material to 8 \ 2.1 AGGREGATES required grade with satisfactory materials, and shape the entire 3.3.5 Smoothness > Provide Road G | jsti f cl d, durabl subgrade to line, grade, and cross section and compact as L particles Of crushed or well graded one Gravel and sand specified. After rolling, the surface of the subgrade for roadways The surface of the Road Gravel layer shall show no deviations Ÿ F , - shall not show deviations greater than 1"(25mm) when tested in excess of 1” (25mm) when tested with a 10’ (3m) o Road Gravel shall be free of silt and clay as defined by ASTM ith a 10° (3 traighted lied both lle and at right traightedge. Déviati ding th shall b È D2487, organic matter, and other objectionable materials or with a 10° (3m) straightedge applied both parallel and at rigl straightedge. Deviations exceeding this amount shall be S D coatings. angles to the centerline of the area. corrected by removing material and replacing with new 2 gs: : material, or by reworking existing material and compacting it d 2.1.1 Gradation Requirements Maintenance shall include immediate repairs to any defects and to meet the specifications. d D . k k shall be repeated as often as necessary to keep the area intact. 2 Apply the specified gradation requirements to the completed Any base course that is not paved over prior to the onset of 3.5 TRAFFIC 5 base course. The aggregates shall be continuously well winter, shall be retested to verify that it still complies with the ; . . £ D graded within the limits requirements of this specification. Any area of base course that Contractor is responsible for control of traffic on the completed 5 specified in TABLE 1. are damaged shall be reworked or replaced as necessary to sub base and Road Gravel 5 3 D comply with this specification. 3.5 MAINTENANCE Ê D 3.2.1 Compaction Maintain the Road Base in a satisfactory condition until the full 5 After removal of excess material compact the existing road base project completion É D to achieve a uniform compaction across the site. 3.6 DISPOSAL OF UNSATISFACTORY MATERIALS £ D Dispose of any unsuitable materials removed. No additional 5 3.3 INSTALLATION payments will be made for materials that must be replaced. 5 à D 3.3.1 Placing 3.7 GRADE, SMOOTHNESS, AND THICKNESS TOLERANCES = NOT ADDITIVE 6 D Place the Road Gravel on the prepared subgrade in layers of : FA uniform thickness. Place the material in layers of equal The grade and smoothness tolerances do not permit the d thickness. No layer shall be thicker than 200 mm or thinner than reduction of the plan thickness of the Road Gravel. Therefore, ë D 75 mm when compacted. The layers shall be so placed that the Road Gravel shall be placed and compacted at or about £ when compacted they will be true to the grades or levels existing grade as required to provide positive drainage and u 2 D required with the least possible surface disturbance. Where the shall meet the minimum thickness requirements É Road Gravel is placed in more than one layer, the previously £ constructed layers shall be cleaned of loose and foreign matter ô D Such adjustments in placing procedures or equipment shall be 2 made as may be directed to obtain true grades, to minimize 6 D segregation and degradation, to adjust the water content, and to = insure an acceptable finish. S : Ë ë ü : À a 2 UNLESS OTHERWISE NOTED, ALL LINEAR 5 AIMENSIONS SHOWNAARE IL FEI 8 8 h 1 PROJECT_ TITLE: SHEET_CONTENTS: DESIGNED Ex DATE: CE EE à cn ENGINEERING DESIGN qu pans EE REFERENCE É GOVERNMENT OF HAT ÉERRx & CONSTRUCTION D NUMBER: L : AND cl Æ ÿ SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL ROADWAY _ IMPROVEMENT DRAUN BY SUBMTED BY PS PE EE EE © UNITED STATES AGENCY FOR & mes pi DRAINAGE WORKS PACKAGE GENERAL NOTES HEM TETRA TECH La Los uen cours laws. | NHSUP $ INTERNATIONAL DEVELOPMENT @uéf | | TETRATECH EKAM 127-1298 18001 et RE | FA row sum LT sZz7s | | | G-100 Z 7 ss à [page 4] A B C D E FE G H l 6 EN EE LINETYPES ABBREVIATIONS EXISTING WATER LINE ABR: ANAEROBIC BAFFLED REACTOR TANK 1. THE CONTRACTOR SHALL TAKE NOTE OF EROSION AND SEDIMENTATION CONTROL FEATURES w PROPOSED WATER LINE APPROX: APPROXIMATELY SHOWN ON THE PLANS IN ADDITION TO THE REQUIREMENTS OF THE SPECIFICATIONS AND ALL CP: CHEMICAL METERING PUMP ENVIRONMENTAL MITIGATION MANAGEMENT PLAN (EMMP) REQUIREMENTS. —— X——— CHAIN-LINK FENCE DICL: DUCTILE IRON CONCRETE-—LINED nl OTHER FENCE DIP: DUCTILE IRON PIPE 2. EXISTING UTILITIES, WHERE SHOWN IN THE DRAWINGS, ARE APPROXIMATE. THE CONTRACTOR DIA: DIAMETER SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND COORDINATING ANY PROPOSED — D ———— DRAN LINE EL/ELEV: ELEVATION CONSTRUCTION ACTIVITY WITH THE APPLICABLE UTILITY OWNER. THE GOVERNMENT DOES NOT — FT: FOOT OR FEET GUARANTEE THE ACCURACY OF UTILITY LOCATIONS OR THE COMPLETENESS OF THE UTILITIES LIMITS OF PROPOSED DRAINAGE CHANNEL HORIZ: HORIZONTAL SHOWN. THE LOCATIONS AND ATTRIBUTES OF SUBSURFACE AND ABOVE-GROUND UTILITIES HAVE — —— —— — LIMITS OF EXISTING DRAINAGE CHANNEL IN: INCH OR INCHES BEEN COMPILED FROM AVAILABLE RECORD PLAN DATA AND NOTES, AS WELL AS FIELD MIN: MINIMUM OBSERVATIONS. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. MJ: MECHANICAL JOINT NTS: NOT TO SCALE 3. WALLS, FENCES, SIGNS, LIGHT POLES, ETC. SHALL BE REMOVED AS NECESSARY TO PERFORM 5 P: PUMP THE WORK AND BE REPLACED TO A CONDITION AT LEAST EQUAL TO THAT BEFORE PROP: PROPOSED CONSTRUCTION BEGAN, UNLESS OTHERWISE INDICATED. ALL SUCH WORK SHALL BE INCIDENTAL PVC: POLYVINYL CHLORIDE TO THE CONSTRUCTION OF THE PROJECT. RCP: REINFORCED CONCRETE PIPE RP: RAW WATER INTAKE PUMP 4. LOCATION AND SIZE OF SITE FEATURES SHOWN IN AN APPROXIMATE WAY ONLY AND ARE SMH: SEWER MANHOLE INTENDED AS A GENERAL CONFIGURATION. IT SHALL BE THE RESPONSIBILITY OF THE S.S: STAINLESS STEEL CONTRACTOR TO DETERMINE EXACT DIMENSIONS FOR THE IMPLEMENTATION OF THE PROPOSED STA: STATION WORK. TYP: TYPICAL SYMBOLS uPVC: UNPLASTICIZED POLYVINYL CHLORIDE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING OPERATIONS REQUIRED TO RS W WATER/WELL SUCCESSFULLY COMPLETE THE PROJECT IN ACCORDANCE WITH REQUIREMENTS OF THE (ml SEWER VENT TECHNICAL. SPECIFICATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY AND MAINTAINING A HEALTH AND SAFETY AA — £— FLOW ARROWS PLAN DURING. CONSTRUCTION. TI 7. CONTRACTOR SHALL IMPLEMENT THE APPROVED ENVIRONMENTAL MITIGATION AND MANAGEMENT it DRAINAGE CHANNEL PLAN AS PART OF THE SCOPE OF THE WORK CONTAINED HEREIN. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL ADJACENT TO CONSTRUCTION 2 HEAD WALL ZONES. 4 — CULVERT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE AND DISTURBANCE CAUSED BY CONSTRUCTION OPERATIONS, WHETHER INTENTIONAL OR UNINTENTIONAL. ALL ROADS, DITCHES, EEK DRAINAGE SWALE YARDS, AND STRUCTURES SHALL BE REPAIRED/RETURNED TO EXISTING CONDITIONS OR BETTER. 10. THE CONTRACTOR SHALL VERIFY ALL LINES, GRADES, AND INVERTS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND BETWEEN THE PLANS AND THE CONTRACTORS SURVEY SHALL BE 2 BROUGHT TO THE ATTENTION OF USAID'S TECHNICAL REPRESENTATIVE. & 11. WORK IDENTIFIED IN THIS PACKAGE IS TO BE PERFORMED IN ACCORDANCE WITH THE CONTRACT a DOCUMENTS WHICH INCLUDE THE TECHNICAL SPECIFICATIONS UNLESS OTHERWISE NOTED HEREIN & OR DIRECTED IN WRITING. w Es & & N 5 8 Ÿ d | a D 2 Z. à a 2 e Ë g £ Ë $ 8 2 £ £ Es Es Ë 3 3 3 © E 5 8 2 & ÈË ü 2 2 2 UNLESS OTHERWISE NOTED, ALL LINEAR S DIMENSIONS SHOWN ARE IN FEET 8 T 1 PROJECT_TITLE: SHEET_CONTENTS: DESIONED 8 DATE RE A EE à ENGINEERING DESIGN A ES SPERENC a SHOLTE JWH 12-JAN-2018 REFERENCE S GOVERNMENT OF HAITI mer à & CONSTRUCTION _ PS PS EE NUMBER: ü AND 5 | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL ENERAL NOTES AND LECEND]*" ” SUPATTED 8* PS PS PE ES S = UNITED STATES AGENCY FOR 4 il DRAINAGE WORKS PACKAGE NFC TETRA_TECH PE EE NHSUP & INTERNATIONAL. DEVELOPMENT ii EKAM 127-1298 15001 SYMBOLS & ABBREVIATIONS EE D EE © 001 R& Su TETRATECH NRC D ES EE > FAs & [page 5] A B c D E E G H L sl 2 s 85:43 B5-42 B5-41 B6-30 B638 | | p6.37 D ROAD A | N - 2 = ; eu + « ë RTE - : ‘ * É : 1 P43 P-45 P48 P-51 p54 | P57 | D ROAD B ! l | | RL] Î ? Ë | P:42 P-47 P-50 P-53 1 P-56 | s» Ë ROAD © . Sat Ë | : LU | | 8 E PA P-46 P.49 p.52 { — PS5 eue : ? | i 1 D ROAD D | . | | \ Ù c-201! C—202 ES SE RS 2 et or EE VOA OO PE RE RS EE 5 4 ROAD E | ° 1 1 œ CH) [| & D P6 PAM P-14 P18 | P-2 P-25 | S D? Û S ! 5 D ! é P:5 P-10 P-13 PAT à P21 P-24 2 \ ROAD «| | A b [ P4 P7 P-9 P-12 A6! | P-20 P-23 P-26 ! i È PH HS ! zs 1 È D 3 — Qi Le) + le} wo LS Le) ë e 2 à É É è 8 è 8 É É : É © ë D 150" © 150° 300" Em | z D SCALE: 1” = 150'-0” ë À UNLESS OTHERWISE NOTED, ALL LINEAR 5 BIMENSJONS (OWN,ARE IX FEI 1 RE A EE DRAWING o 3 ENGINEERING DESIGN Du & GOVERNMENT OF HAITI é fem} & CONSTRUCTION KA SETTLEMENT ADDTIONAL us Lrenmraors EE REFERENCE L == SUPERVISION PROGRAM A PE DE ë “ UNITED STATES AGENCY FOR E Ë DRAINAGE WORKS. PACKAGE ROADWAY_ IMPROVEMENT Mc RC NHSUP £ INTERNATIONAL DEVELOPMENT Qu | | erRA TECH EKAM 127-1298—15001 Bee —— rs C-110 [page 6] A B C D E FE G H l em HEC NOTE: | ke 1. EXISTING CONTOUR INFORMATION WAS GIVEN | | TO TETRA TECH BY DFS. | | 0 [SE NOTE 3 2. CHANNEL AND CULVERT DIMENSIONS ARE IN 6 | | { CRE NONES UNLESS SPECIFIED | CT — —— — + 1" EE ————— 3. AREA 1 DENOTES THE LIMITS OF DRAINAGE \N ( | 11 _— E L T SWALE IMPROVEMENT WORK THAT WILL BE ( N | [ | DETAILED IN A SEPARATE "ADDITIONAL | Ÿ | | J | fl DRAINAGE WORKS" PACKAGE. | | | {| | | |! x | | | il | |l | {l l HS ] * 4 | | | h | l | | E | 5 || | | | | | (ll (l x l l 8 | l | !| 8 | | | 0 (l £ | x j | | | | . | RL | {l | | | I KOREAN SCHOOL YARD | | | 4 | | 1 | l | | | | ol Il | | o | - | l l re} al © | | e || 11 (Il N | & | | ? 3 | 1 ||] Ë | | 1] | Ê | | | | & | | || î Î | Il | | LS É IL —— — (el | | | <e <® : EE Ra ER dd | | Ni à | \ | l{ | ë \ \ \ > I n 2 \\ | \ Ë \ À | \ N F— AREA 4 £ \ \ | c-103 5 a \N | N 150" 0 150" 300" © s \ DS | EEE — z ë | \ N | PF | SCALE: 1” = 1500" É dl \ RL ; Ë LL \ 7 TT Z a \\ Re ë D 7 N° 4 DESGNED Joue RE ES 8 Le ENGINEERING DESIGN es ps S GOVERNMENT OF HAITI es & CONSTRUCTION PS PS EE NUMBER: L AND ÿ | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL A A ES, 5 ds UNITED STATES AGENCY FOR À ces DRAINAGE WORKS PACKAGE DRAINAGE_ IMPROVEMENT NFC LAC SE PS DS NHSUP UT = _ c a DORE NN PS PS EE Ël INTERNATIONAL DEVELOPMENT nf | | TETRATECH EKAM 127-1288 18001 EEE | c-101 Gammes ce Le Ce & [page 7] A B C D E FE G H l NOTE: 1. EXISTING CONTOUR INFORMATION WAS GIVEN TO TETRA TECH BY DFS. 2. DIMENSIONS ARE IN FEET AND INCHES 6 UNLESS SPECIFIED OTHERWISE. 3. STABILIZE SLOPES WITH VETIVER GRASS PLANTINGS/ TILLERS PLANTED 1 FOOT APART. 5 MODIFICATION TO THE CORNER STRUCTURE AND CHANNEL IMPROVEMENT DOWN STREAM ARE TO BE PERFORMED IN ACCORDANCE WITH THE SCOPE SUBMITTED TO USAID ON DECEMBER 9, 2017 APPROXIMATE LIMITS OF MORTARED STONE TO BE LINED CHANNEL 50 PORTIONS OF CHANNEL LINED CONTRACTOR'S AS—BUILTS i MITH_MORTARED STONE GRADE 50 LF OF CHANNEL SIDE \ (SEE NOTE 3 TYP. OF SLOPE SLOPE FLUSH WITH STONE LINING MAINTAIN À STABILIZATION) AND STABILIZE DISTURBED AREA ë EXISTING 2 ON WITH VETIVER GRASS ë STRUCTURE —1 X — = — a L D RS eme D ë a ——— TK —— ---— 8 MATCH WIDTH N\ RS RE ES EE D È TO EXISTING NN | - S CHANNEL WIDTH. N l 9 3 RECONSTRUCT MINIMUM. 20 N | è ACCESS ROAD N ë CHANNEL CROSSING N | à (SEE SHEET C-501) N | | £ \ = — ‘ \ Di £ LEACH FIELD \ | £ AREA \ | RL d | | k | : AU UE LL 8 2 2 Ë 30° © 30° 60° ————— z SCALE: 1” = 30-0” © È 8 Z & AREA 3 # SCALE: 30 ü 2 2 Z UNLESS OTHERWISE NOTED, ALL LINEAR 2 DIMENSIONS SHOWN ARE IN FEET 8 ë sex ENGINEERING DESIGN RTE SHEET COMENT Es me D & GOVERNMENT OF HAITI Ém à & CONSTRUCTION ou __— VE PS PS DS NUMBER: à AND ÿ Se | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL DRAINAGE IMPROVEMENT [mr EE ES 5 À UNITED STATES AGENCY FOR À on DRAINAGE WORKS PACKAGE SITE PLAN NFc rem ec À PE | NHsuP QE . [ TE F PS PE AE ES É INTERNATIONAL DEVELOPMENT if | | TETRATECH EKAM 127128815001 AREA 5 | | c-102 2 € [page 8] A B C D E E G H | NOTE: 1. EXISTING CONTOUR INFORMATION WAS GIVEN TO TETRA TECH BY DFS. 2. DIMENSIONS ARE IN FEET AND INCHES 6 UNLESS SPECIFIED OTHERWISE. Û 3. STABILIZE SLOPES WITH VETIVER GRASS g | Pi PLANTINGS/ TILLERS PLANTED 1 FOOT | Pen g APART. sp EE | ed 4 TS | dt Pie | F £ | APPROXIMATE De 5 | LOCATION OF ns INSTALLED BERM ed | 7° | sd PE e A | LE | D EXISTING 2-4" | CENTERLINE VS CULVERTS | OF CHANNEL D REGRADE 50 LF OF DA \ \ CHANNEL SIDE SLOPE LE \ FLUSH WITH STONE LINING EE \ AND STABILIZE DISTURBED PL 4 \ AREA WITH VETIVER GRASS EE Ÿ (SEE NOTE 3) PA \T \ LE LE & N LE 8 LE z es \ LE pe® a + Le L « Ÿ Ë EAN) KE à «°° : Ÿ Du © (e] dd & “ were GS Ÿ 7 E # N SE A NW L & CA \ ÉRREP N D ? T NN 1% 5 D RO È 4 APPROXIMATE LOCATION «© Z LA S OF MORTARED STONE TO È J 1o) DA 4 BE CONFIRMED IN q CONTRACTOR'S AS—BUILTS ê T SN 3 et 30 © 30 60 Es mm | z SCALE: 1” = 30-0” re] 5 É 4 AREA 4 8 SCALE: 30 ÿ ê Z UNLESS OTHERWISE NOTED, ALL LINEAR o DIMENSIONS SHOWN ARE IN FEET 8 2 x : De x EE 4 1 a, ENGINEERING DESIGN (PROJECTE | (GPEET CONENS. TT ER ET & GOVERNMENT OF HAITI Ém à & CONSTRUCTION ou __— VE PS PS DS NUMBER: d AND ÿ | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL DRAINAGE IMPROVEMENT VS PE PE EE 5 ds UNITED STATES AGENCY FOR À cm Ÿ DRAINAGE WORKS PACKAGE SITE PLAN NC LAC SE PS DS NHSUP £ INTERNATIONAL DEVELOPMENT if | | TETRATECH EKAM 127-1298 18001 AREA 4 EE | | c-103 £ [page 9] A B C D E E G H 1 NOTE: \ — 1. PASTN, CRNTOUR INFORMATION WAS GIVEN ° Fe ml) FES Pr47 °-48 3. CONTRACTOR SHALL PROTECT ROAD D Il CONCRETE BLOCK PAVEMENT FROM © DAMAGE. D L ne En D. ne 4. CONTRACTOR SHALL PROTECT TREES FROM 8 DAMAGE. D 5. CONTRACTOR TO PROTECT AND MAINTAIN L P EXISTING_ CULVERTS D ot 5e 1+00 2+00 3+00 4+00 | 5400, 7 [1 6+00 | 64957 D C“1041C—104 2 TREE (TYP.) L CLEAN VEGETATION AND REMOVE V4 \ 4 LT Ro MASS DOWN TO 6” D » ER R RP EE MINIMUM. CHANNEL TO BE RESTORED UPON COMPLETION OF VEGETATION REMOVAL. RIP RAP ( SHALL BE RELAYED TO PROVIDE UNIFORM SURFACE. (TYP. OF D SOUTH CHANNEL) [= 7] 2 D L | == UE [t ie 1} FLD a FL AREA 1 ? SCALE: 30 D = . \ STA:—0+06 STA:2+10 > CONCRETE ROAD CONCRETE ROAD = CROSSING BRIDGE CROSSING Le D ELEV:321.56 ELEV:320.20 & STA:4+26 STA:6+42 & ? TT _ FT CONCRETE ROAD CONCRETE ROAD 5 LENGTH ’ ER = = D BRIDGE CROSSING BRIDGE CROSSING = 3? 320 216 |SLOPE 0.63% RE T 27 / ELEV:317.95 ELEV:316.40 320 È LENGTH 2167 SI0Pe 1e — = =—— || T3 STA:6 +95 5 \ E 1.04% — or RE OUTLET TO 1 TT — _ SECONDARY n \ LENGTH 216’) SLopE 555 — — — 2 CANAL 5 F 0.72% — _— ÉLEV:315.88 É D £ PROPOSED 9 D BEST FIT LINE d É D 2 n 2b 310 310 2 dË 2 af8 28 28 d& 28 dé 4 fe fE 8 8 8 Ë D TEE Es En SR 5 5& ae îe êE e ES se É Ê 30 o sv sv © F F de F F? F F ° ° F F F F F EEE — z SCALE: 1” = 30-0” & D 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 5 +} Swale Centerline A-A ë À Alignment - Swale Centerline É 2 À NAS DE NO RE ALL LINEAR ae R N: N, 1 Desoneo em Jour RE A EE à Re ENGINEERING DESIGN ————— " "— ETS & GOVERNMENT OF HAITI É ès & CONSTRUCTION PS PE AE ES NUMBER: À AND ÿ | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL DRAINAGE_ IMPROVEMENT EE 5 ds UNITED STATES AGENCY FOR À ces DRAINAGE WORKS PACKAGE SITE PLAN NFC TETRA TECH | NHSUP EE” _ _ E 7 STE PS PE PE ES Ël INTERNATIONAL DEVELOPMENT nf | | TETRATECH EKAM 127-1288 18001 AREA 1 CA EE | | | c—104 £ [page 10] A B C D E FE G H l NOTE: 530 SE ES SE 330 1. EXISTING CONTOUR INFORMATION WAS GIVEN D | | Ï | | | | TO TETRA TECH BY DFS. | | | | | | | 2. DIMENSIONS ARE IN FEET AND INCHES 6? | ! | 1 | 1 UNLESS SPECIFIED OTHERWISE. | | | | | | | | 3. CONTRACTOR SHALL PROTECT ROAD D | | | | 1 | | CONCRETE BLOCK PAVEMENT FROM | | | ! | | | DAMAGE. L D 325 PERS RS 325 4. CONTRACTOR SHALL PROTECT TREES FROM | l SWALE ( GRADE l | il | DAMAGE. D l | CENTERLINE | | | | | 5. CONTRACTOR TO PROTECT AND MAINTAIN | | | | 1 | 1 EXISTING CULVERTS. \ | | | É LE —— 7 E | EDGE OF | | [ l Î I HOUSING UNIT | | j l l D 320 | 320 ! h | F | ! | | \ | LT = ZT l l l sk | | = 2 T T | É | 1 1 1 | | ( | D | | | | | | HSE —— PROPOSED -7--— EE 315 D | | GRADE | E D l ! ! | 1 ! ! l ! ! | 1 ! ! l D | | l | | l | | | l ll l l I —0+10 0+00 0+10 0+20 0+30 0+40 0+50 D [B\ CROSS SECTION B-B 4 HORIZONTAL SCALE: 10.000 \ C—1041C-105 VERTICAL SCALE: 5.000 D D = ë o D = D o 8 N D HOUSE S SLAB où s FOUNDATION ë \ 3° MINIMUM 4" LAYER OF ë Er SLOPE UP CONCRETE N 1 DRE TO SLAB MA d fr 3% NÈ D 4m FOUNDATION VP mel «| D ER rene ES £ \ SR g ë 21 É \ ROADWAY SWALE DETAIL 5 NOT TO SCALE 3 3 6 D E 8 Z D ü à Pa 2 UNLESS OTHERWISE NOTED, ALL LINEAR 5 RIMENSIONS SHOWNLARE FEI 8 1 1 ENGINEERING DESIGN PROJECT TITLE: SHEET_CONTENTS: DESIGNED 8v DATE RE A EE DRAWINC ER JAN PS PS ES ES . GOVERNMENT OF HATI dm &. CONSTRUCTION a | er u AND ÿ = Ô SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL DRAINAGE IMPROVEMENT PR Cr A RS RS S = UNITED STATES AGENCY FOR À cn /) DRAINAGE WORKS PACKAGE SITE PLAN NC gerra tec# | NHSUP & INTERNATIONAL DEVELOPMENT me TETRA TECH EKAM 127-1298-15001 AREA 1 Een Journee RS PS SE ES É Te LA QU aREA 1 [572718 T7 | — 2 Fas NHSUP_ "104 c= 105 & [page 11] A B C D E FE G H l Ve a eV | KEY PLAN ) b | F 1 7 ï ) sŸ Se o ï C-202 N | 3 Î | l CON ë { | ) ù —— re ea RE? A _ d. n . » as |} = ñ ROAD À De & = , _ | C-203 | C-204 AC À DRAINAGE SWALE CROSSING. Î CLEANOUT (TI) î TO BE PROTECTED. Î \ FA ) D | | (SEE SHEET C—503)(TYP) ON mn + (SEE SHEET C—503)(TYP) 0 1 Ve [e] © Q © © DE - È 2 : œ ; | Ë < . | 1 sb 1 D | © © © © | Î 15 h | | ER £ \ | — ROAD B = = À 5 = — ROAD B — = = | « = N pe] L D | D GRAVEL ROADS SHALL BE Î PU RSC AN DE RESURFAGED AND ORADED. PLUS 1 1 Î | z ù LIMITS OF PROPOSED | f c RO EST SON ON BETA WITH EXISTING PAVED ROADS 5 4 Ge CN PAOMAGE | © \ (SEE SHEET C-501)(TYP) © (SEE SHEET C—501)(TYP) re) FOR LAYOUT AND \ g 5 D DETAILS) (TYP) \ IS © À | \LIFT STATION | dl A D \ | LIMITS OF EXISTING ms 5 | DRAINAGE CHANNEL (SEE Es & D | CIVIL PACKAGE FOR u = LAYOUT AND DETAILS) ur £ D e e (re) e e 15 : PROTECT er | | S MANHOLE (TYP 5 | | Î Î | d 2 Ia NE 1 Z a <= ROAD C <= DRAINAGE FLOW > — ROAD C = Q — 1 £ D DIRECTION (TYP) FER + 5 | Ë ° 12 d D | © © © © 15 È g 8 D [5 £ | . ê | | Î ) Î î | NOTES: € D T S mn? ® Ÿ re} | PROTECT EXISTING UTILITIES. 2 | 2 2 e 2 [e) 1 2. SET ROAD GRAVEL FLUSH WITH Wu 20 ai O O le) © < MANHOLES, VALUE BOXES, AND ë | Œ A œ e] 1 CLEANOUT COVERS. Z | œ Ë D à © | 50° © 50° 100 | 4 = > ROAD D —"; = = © 5 ROAD D = = PEER 2 D 8 Ê D FOR WATER LINE SEE 8 l & Î CIVIL DRAWINGS EN 1 4 ! | ë PENSE E AGAIN SEE SET C2 MACHINE UNLESS OTHERWISE NOTED, ALL LINEAR 8 BIMENSJONS (OWN,ARE IX FEI h 1 ENGINEERING DESIGN PROJECT_TITLE: SHEET_CONTENTS: DESIGNED 2v DATE CE SE DRAWING ë STE Jw4 12-JAN-2018 PE EE REFERENCE & GOVERNMENT OF HAITI LÉ à & CONSTRUCTION — _ _ PS PS EE NUMBER: d AND ÿ | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL ROADWAY_ IMPROVEMENT VS PE PE EE 5 ds UNITED STATES AGENCY FOR À om Ÿ DRAINAGE WORKS PACKAGE SITE PLAN Muc LLC D RE A ES ES NHSUP SM . . TE EEE ER PS EE k INTERNATIONAL DEVELOPMENT né | | TETRATECH EKAM 127-1298 18001 SHEET 1 OF 4 CA os mener | c-201 $ JW NHSUP-C—201 Ge L_ suomrraL/revision vescnenon [0 Dare [re & [page 12] A B C D E FE G H l ORSRSRSCRSC SES, | KEY PLAN : ) SS- ) D La c-201! 6 ( ) se ROAD A a 2 [ u c-2030 | cad | ) ; ï (i | | ' | ° = NC mn, Es ) D PROTECT SEWER mr > ! Î CLEANOUT (TYP) î Î \ PCA ) D l © DESIGNATES HOUSING Ve D PLATFORMS NOT a 8 A CONSTRUCTED (TYP) D 2 e © S D [eS œ 1 sh u | ENSTINS DRANAGE STRUCTURES D A TO BE PROTECTED. <l (SEE SHEET C-503)(TYP) Sp Î Î b E || Loi = ROAD B = [ l D Î GRAVEL ROADS SHALL BE Î -LIMITS OF EXISTING DRAINAGE CHANNEL . RES AND PAED DAS CLR / (SEE CML PACKAGE FOR LAYOUT AND . D St (SEE SHEET C—501 (TP) / DETAILS) (TvP) ë AN / Hi Æ / mi eh :| 1 & 2 N > 1 & 5 Pa | d à l £ ! | = Ron c — fill f | É * # È sl 4 MANLOLE PS NOT IN CONTRACT ul ë l È ° ° Î NOTES: È D 1. LOCATION OF UTILITIES IS APPROXIMATE. 1 CONTRACTOR SHOULD IDENTIFY AND È D Lo LS DRAINAGE FLOW PROTECT EXISTING UTILITIES. £ l =] [e} DIRECTION (Tr) 2. SET ROAD GRAVEL FLUSH WITH mn <\ < MANHOLES, VALUE BOXES, AND ë 20 | G \ ss | CLEANOUT COVERS. Z œ \ œŒ £ ee Fs À 50° Q] 50° 100" n ? l ù W ROAD D M | [5 EL É D l \ Le SCALE: 1” = 500 © E | À cRavEL ROADS SHALL BE Î 2 D RESURFACED AND GRADED LA TO MEET EXISTING GRADE © AND AS SHOWN ON DETAIL È D | (SEE SHEET C-501)(TYP) ) D Es ? LR — — ——— —— — MACHINE TT UnLESS OMMERMSE NOTED, ALL LINEAR 8 BIMENSJONS (OWN,ARE IX FEI h 1 PROJECT_TITLE: SHEET_CONTENTS: DESIGNED 2v DATE CE SE 3 TR ENGINEERING DESIGN ER | RÉPERENCE & GOVERNMENT OF HAITI mn à & CONSTRUCTION — = — PS PR ES ES NUMBER: À AND ÿ | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL ROADWAY_ IMPROVEMENT EE 5 “ UNITED STATES AGENCY FOR À cn DRAINAGE WORKS PACKAGE SITE PLAN Mc RC À NHSUP SU: L D = F ESETTEUT RS SES k INTERNATIONAL DEVELOPMENT né | | TETRATECH EKAM 127-1298 18001 SHEET 2 OF 4 CA ro summer | | | C-202 $ JW NHSUP-C-201 Ge L_ suomrraL/revision vescnenon [0 Dare [re & [page 13] A B C D E F G H l ee ee ae Na ER __— __— = — > —""— >" 2 ET — — — — —- - —- KEY PLAN D _. PROPOSED DRAINAGE CHANNEL (] ) TT (SEE DRAINAGE PACKAGE FOR LIMITS OF EXISTING DRAINAGE a = ————— 1 LAYOUT AND DETAILS) CHANNEL (SEE CIVIL PACKAGE ! ri l ) el 7 FOR LAYOUT AND DETAILS) (TYP) | | c201 [RC-202 1m] e | sus | ) L ( D î KOREAN SCHOOL YARD 1 | EEE D l 1nC-204 | ) Î nl I] D r APPROXIMATE LOCATION OF ‘ il ss ) D | EXISTING DRAINAGE STRUCTURES | TO BE PROTECTED. 4 3 ù | (SEE SHEET C-503)(1vP) 1 \ ed ) D PAVED ROAD ROAD E À ROAD E PAVED ROAD | À = >= D à TL = LL LS = n = = | £ ï T ! 5f 1e ___—— GRAVEL ROADS SHALL BE 1 2 T RESURFACED AND GRADED ll S D TO MEET EXISTING GRADE œ Î Î AND AS SHOWN ON DETAIL a L — NI (SEE SHEET C-501)(TYP) Le] © Z re] 15 & ; ; ù k 1 ë ë 8 3 < D De Œ & e Î (l 5 È DESIGNATES HOUSING Œ PLATFORMS NOT b CONSTRUCTED (TYP) GRAVEL ROADS SHALL BE LE 1 RESURFACED AND GRADED FLUSH D f © © WITH EXISTING PAVED ROADS e 1 l L (SEE SHEET C—501)(TYP) 5 © © d D ra | { f a à ? | D | ae E S PRIMARY SCHOOL YARD 1° nn à — ROAD F _ MARY SCHOOL 5 _. Η=—e" ROAD F Ve —= e 5 8 ESS È ÿ ü & D AREA OF PROPOSED m 5 DRAINAGE SWALE CROSSING. f f Î Î 15 = \ (SEE SHEET C-503)(TYP) DRAINAGE Fou 1 1 E DIRECTION (TYP " = © CE © © ù D Î TH PROTECT SEWER Ni MANHOLE (TYP) d 2 Î Î 1 a : | 5 £ D î Q © e u È 12 > Î CE H È £ = = … ES = = — ROAD G = — — 2 | Ï 4 1 NOTES: < | | l # D 1. LOCATION OF UTILITIES IS APPROXIMATE. 1 CONTRACTOR SHOULD IDENTIFY AND g D PROTECT EXISTING UTILITIES. s n © © © © 1 = 2. SET ROAD GRAVEL FLUSH WITH Wu 20 ! [| MANHOLES, VALUE BOXES, AND S 1 CLEANOUT COVERS. 2 Ë D TT où De Ÿ © | 50° © 50° 100" æ | à a a SCALE: 1” = 50°-0” 4 < 1 à É | Se ô S ô & [ E œ © œ œ œ © e] 2 Æ È 8 1 : À Fi È À 1 77 = + ROAD H s + = ROAD H | UNLESS OTHERWISE NOTED, ALL LINEAR 5 RIMENSIONS (OWNLARE IX FEI 8 n 1 l ENGINEERING DESIGN PROJECT TITLE: SHEET_CONTENTS (_] RE ER ETS & GOVERNMENT OF HAITI £ | N & CONSTRUCTION ou __— VE PS PS DS NUMBER: { AND ÿ | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL ROADWAY IMPROVEMENT |" enr D A ES © n UNITED STATES AGENCY FOR À apr # DRAINAGE WORKS PACKAGE SITE PLAN MC TETRA_ TECH VE PS NHSUP k INTERNATIONAL DEVELOPMENT né | | TETRATECH EKAM 127-1298 18001 SHEET 3 OF 4 CA [ro sesummone [ze | | | C-205 Z LH NHSUP_ 201 £ [page 14] A B C D E FE G H l ORSRSRSCRSC SES, MATCHLINE SEE SHEET C-202 MATCHLINE KEY PLAN ) ! Es |) D Fe C201- ef C202 1] 6 | | HE ) & ( D KOREAN SCHOOL YARD LE ) ù 1 2 Ï C-203 | APPROXIMATE LOCATION OF ê Ki | ) EXISTING DRAINAGE STRUCTURES e #4 TO BE PROTECTED. EL À ? | (SEE SHEET C—503)(TYP) — < F LIMITS OF EXISTING DRAINAGE CHANNEL À ê ) D I _— fs CIVIL PACKAGE FOR DETAILS) (TYP) Ÿ se — | ‘ D: Lé ROAD E || b = > | g = — D à N Î il AREA OF PROPOSED DRAINAGE SWALE CROSSING. D Î ii (SEE SHEET C—503)(TYP) m D Et © D D. HOUSING & A PLATFORMS NOT D z! & 2 CONSTRUCTED (TYP) l OS Ô œ ra D GRAVEL ROADS SHALL BE NOT IN CONTRACT —… l 217 RESURFACED AND GRADED — D l + TO MEET EXISTING GRADE TL AND AS SHOWN ON DETAIL © 2 \ | D (SEE SHEET C-501)(TYP) 8 4 î f bai LE es (e] DS 4 ROAD F "1 l- Ce z ®1 \ 5 + ji | Î 8e \ PROTECT SEWER ES $ D MANHOLE (TYP) DRAINAGE FLOW o DIRECTION (TYP) a 2 D £ FA ù ! Ë 3 a D | e ® j Q © £ 21 _—7 GRAVEL ROADS SHALL BE = D 3 Î dir RESURFACED AND GRADED FLUSH o TI PS 1 WITH EXISTING PAVED ROADS È ù | î LT (SEE SHEET C—501)(TYP) î Ê È 5: + = ROAD G — If [| — 2 Êl É _ L ê | Le NOTES: È D 8 Î 1. LOCATION OF UTILITIES IS APPROXIMATE. 1 œ CONTRACTOR SHOULD IDENTIFY AND È D | 8 PROTECT EXISTING UTILITIES. 2 © © & © © © FF — 2. SET ROAD GRAVEL FLUSH WITH m 2) ! FOR WATER LINES MANHOLES, VALUE BOXES, AND ë 1 SEE CIVIL DRAWING (TYP) CLEANOUT. COVERS. £ î f ë D Î à 50° 0 50° 100° EE z ù : »n Le) SCALE: 1" = 50'-0" 6 e) = 1 5 3 a 5 + | Ë Ê o ë 1 6 D FA | È Æ > ROAD H es | | Fe — — = — — —— —— — UNLESS OTHERWISE NOTED, ALL LINEAR e BIMENSJONS (OWN,ARE IX FEI à SR ENGINEERING DESIGN FROECI ME SRE COMME PE ES RÉÉRENCE ë GOVERNMENT OF HAITI émet &. CONSTRUCTION —"—— = EE NUMBER: ù UNITED STATÉS AGENCY FOR ÿ F SUPERVISION PROGRAM FÉRAINAGE WORKS PACRADE ROADWAT_IMPROVEMENT _ mc ru TECH 1 RE RE & K 4 =S À 1 £ INTERNATIONAL. DEVELOPMENT QU 127-1298-15001 BUT 4 Où forme D vou £ es | | TETRATECH EKAM SHEET 4 OF 4 En [mecs | ee | 204 $ JWH —C—. Loue | SUBMITTAL/REVISION DESCTIPTION | © DaTE | «PR ) & [page 15] A B C D E E G H 1 'CARALSALAANAANAANAANAANAANAANAANMANAANMANMANNANLANNE D 6? D D D — MATCH TO EXISTING GRADE (TYP) pMORTARED STONE MIN 1'0" THICK 6”-8" RIP RAP (TYP) | (SEE DETAIL) D _ _ 77 SIDE SLOPE | 1:3 TO GRADE (TYP) | / fr FINISHED CHANNEL ITS D | | 80Trou D SIDE SLOPE ll | Z EXISTING MATERIAL D LD 7701125 (MP) | | - LA RO || in ee \ > 6” BEDDING MATERIAL — 20° D PROPOSED DRAINAGE CHANNEL D TYPE _ 1 TYPICAL DETAIL NTS D 4 | D D = É à D É : D © NW 12° OF WELL GRADED MORTAR 12" STONE CHINKING_ STONES. S » AGGREGATE W/ STONES LESS \ Î ’Æ S THAN 2" IN SIZE COMPACTED Î 5 \ TO 95% OF MAXIMUM DENSITY EXISTING g 3 2 GRADE (TYP.) 2 Less eserenes 7 o \ REMOVE AND DISPOSE OF NES a EXISTING CULVERT AND INSTALL USE SATISFACTORY FILL AS 6” BEDDING MATERIAL a 16" OF NEW 48" DIAMETER BEDDING AND INITIAL 3 D CLASS IV RCP CULVERT. BACKFILL TO WITHIN 12" OF L CULVERT INVERT SHALL MATCH FINAL GRADE. COMPACT TO NOTES: > EXISTING CHANNEL INVERT 95% OF MAXIMUM DENSITY ÿ \ 1. STONE TO BE 12” THICK AND SOLID, LOOSE STONES WILL NOT BE ACCEPTED. E NOTES; 2. STONES TO BE SET IN MORTAR. 2 1. STABILIZE THE AREA AROUND THE CULVERT INLET/ OUTLET ë D WITH MORTAR STONE EXTENDING 8° UPSTREAM/ DOWNSTREAM 3. MORTAR TO BE FLUSH WITH FACE OF STONE AND TROWELED SMOOTH. Cl FROM THE EDGE OF THE CROSSING SURFACE. 4. VOIDS OVER 6” SHALL BE CHINKED WITH SMALLER STONES. ë " 2. CROSSING ROAD SURFACE SHALL BE À MIN. OF 12 WIDE. 5 2b El £ \ ACCESS ROAD CHANNEL MORTARED STONE DETAIL 2 CROSSING TO LEACH FIELD NTS 6 D NTS = 3 8 z D É si D 6 D 2 À UNLESS OTHERWISE NOTED, ALL LINEAR 5 DIMENSIONS SHOWN ARE IN FEET 8 Lo tt tt at tt mt tt a tt at Po tt ot tt at Po tt a tt tt mt PS 5 PROJECT TITLE: SHÉET_ CONTENTS: DESGN on Joue EE DRAWING 8 : ENGINEERING DESIGN A A ES ES REFERENCE a EE Re, JWH 12-—JAN-2018 & GOVERNMENT OF HAITI Én à &. CONSTRUCTION — A PP NUMBER: L AND | SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL Pan 5° SUP 6° D PE PE ES ù a UNITED STATES AGENCY FOR À com À DRAINAGE WORKS PACKAGE DRAINAGE DITCH NFC FERA TECH NHSUP & INTERNATIONAL. DEVELOPMENT es” 127-1298-15001 DETAILS mn Joruee _ à dus TETRA TECH EKAM vec so | At | 727 | | c—501 Z ris a a [page 16] A 8 C D E E G H l es? D , 150mm ROAD GRAVEL, COMPACT TO 95% 19° (5.79m) SEE NOTE 1.1.1 h COMPACT BY HAND (TYP) \ SHOULDER WIDTH D \ 9.5’ (2.89m) VARIES ù CONTRACTOR TO VERIFY THAT \ F EXISTING SHOULDER SLOPE TO DRAINAGE SWALES ALONG THE ROADS \ . SWALE TO PROVIDE POSITIVE \ SLOPE IN A DOWNHILL DIRECTION — \ 0:19 (68mm) SLOPE 2.0% (TYP) / / DRAINAGE (TYP). SLOPE AT 2% MIN A N TUNER SEEN oi Ze 4 K \ GGIIIIIIKGQIKRGXXGIRKLCIEIRK D \ PROOF ROLL SUBGRADE SEE NOTE 3.2 \_ CLEAN AND SHAPE SWALES TO D PROMOTE DRAINAGE. STABILIZE ERODED AREAS WITH ROAD CROWNED GRAVEL D GRAVEL. (TYP) ACCESS ROAD D SCALE = NONE 5 5 5 N z \ Percentage by Weight Passing Square-Mesh Sieve à … Ë 3 ë £ 75 20-50 ë NOTES: 2 FOUND ON SHEET G—100 2 5 bp 5 & | 2 VAN UNLESS OTHERWISE NOTED, ALL LINEAR 5 BIMENSJONS IOWN,ARE IX FEI 4 1 DESGNED Gone RE A EE d _. ENGINEERING DESIGN D PS ES RÉÉRENCE à GOVERNMENT OF HAITI Én à & CONSTRUCTION VE PS PS DS NUMBER: L AND d | SUPERVISION PROGRAM EKAM SETTLEMENT. ADDTIONAL ROADWAY IMPROVEMENT VE PE PE ES S n UNITED STATES AGENCY FOR À cs /} DRAINAGE WORKS PACKAGE CONSTRUCTION DETAILS HEM gerra ren | | NHSUP É INTERNATIONAL DEVELOPMENT Qu | | erRA TECH EKAM 127—1298— 15001 AND GENERAL NOTES ne — rs | — C-502 > FAS NHSUP_C-S02 [page 17] A B (e D E E G H 1 eV 6" (150mm) 12" (800mm) D Proof Roll Parallel to Concrete Road \ Manhole Cover D wmv | | Depiht Vary D 20% 6° (150mm) Road Gravel Compact Subgrade —— Consistent with Procedure Goncrete Paver/Concrate D use for Road Gravel Le (1.83 w Swale/Concrete Culvert. b ROAD SECTION 5|> Mana A Prod ed roue SCALE = NONE D > D 6‘ (183 M) . ben Provide 0.5! (150mm) of Road Gravel at Each End of Swale D Crossing (Hand Compacted) > \ MANHOLE TRANSITION z \ SECTION I Ï [ [ [ 5 4 SCALE = NONE a 3 dp à S |? ë o D Connect Swale Across Road. d Gravel Road Channel Depth Shale be a a D Minimum of 8" (200mm) and z Graded to Drain to Swale. : s? : D 9 [ MEET I É & ë D È > ë hp ô à DIRT ROAD TO d £ CONCRETE PAVER e SCALE = NONE Ë D NOTES: . 2D 1. NOTES REFERENCED IN DETAIL 1 ARE 2 FOUND ON SHEET G—100 ë pd 2 D — & D a A Q N 8 ï D à 1 re, ENGINEERING DESIGN PROJECT_ TITLE: SHEET_CONTENTS: eee ï Fe Laure (7 RE ER ETS à GOVERNMENT OF HAITI Là &. CONSTRUCTION — ——— EE NUMBER: a vP AND == SUPERVISION PROGRAM EKAM SETTLEMENT ADDTIONAL ROADWAY IMPROVEMENT SP PS 5 UNITED STATES AGENCY FOR À cm Ÿ DRAINAGE WORKS PACKAGE CONSTRUCTION DETAILS MUC TETRA TECH EE — NHSUP à, 7] . D ” DE 1 < INTERNATIONAL. DEVELOPMENT nf | | TETRATECH EKAM 127-1298 18001 CA Cros sesumene ze | | | C-505 2 FAs NHSUP_C- 508 Es