LAFAYETTE PARK APARTMENTS

Transcription

1 CONTRUCTION DOCUMENT FOR APARTMENT CHEDULE OF PECIAL INPECTION CHEDULE OF PECIAL INPECTION IT-4 MODULAR (NCBC ECTION 1704 AND ) IT-5 CAT IN PLACE (NCBC ECTION AND CHAPTER 19) ITEM ITEM MATERIAL VERIFICATION FOUNDATION TRUCTURAL FILL WALL CONTRUCTION MONITORING NOTE AND COPE PERFORM OIL TETING OF THE RETAINED, FOUNDATION AND PROPOED FILL MATERIAL TO DETERMINE IF PROPERTIE MEET AUMED VALUE PECIFIED. MATERIAL VERIFICATION FOUNDATION VERIFY BLOCK TYPE, GRID TYPE, DRAINAGE MATERIAL, AND/OR FILTER FABRIC. PERFORM OIL TETING OF FOUNDATION AREA (FOOTING FOR BLOCK AND REINFORCED ZONE) TO VERIFY ADEQUATE BEARING CAPACITY. MONITORING NOTE AND COPE VERIFY UE OF REQUIRED MIX DEIGN VERIFY REINFORCING TEEL CONFORM TO MATERIAL, IZE, AND GRADE PECIFIED PERFORM OIL TETING OF FOUNDATION AREA TO VERIFY ADEQUATE BEARING CAPACITY. CONTINUOU WALL CONTRUCTION VERIFY DIMENION OF TOE / HEEL INPECT FORMWORK FOR HAPE, LOCATION, AND DIMENION INPECTION OF REINFORCING TEEL FOR LOCATION, PACING,AND CONNECTION CONTINUOU VERIFY THICKNE AND WIDTH OF RETAINING WALL LEVELING PAD. CONTINUOU VERIFY UE OF PROPER OIL, DENITIE, MOITURE CONTENT, AND LIFT THICKNEE DURING PLACEMENT AND COMPACTION OF TRUCTURAL FILL. CONTINUOU VERIFY INTALLATION OF BLOCK INFILL, DRAINAGE LAYER, DRAIN PIPE, AND DRAIN OUTLET. CONTINUOU CONTINUOU CONTINUOU VERIFY BLOCK TO BLOCK AND BLOCK TO GRID CONNECTION METHOD, AND PECIFIED ETBACK REQUIREMENT. AMPLING OF FREH CONCRETE FOR TRENGTH TET AND PERFORM LUMP, ENTRAINED AIR, AND TEMPERATURE TETING INPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUE INPECTION FOR MAINTENANCE OF PECIFIED CURING TEMPERATURE AND TECHNIQUE VERIFY GRID ELEVATION, LENGTH, AND PROPER INTALLATION. BACKFILL PLACEMENT VERIFY INTALLATION OF CAP BLOCK AND LOW PERMEABLE OIL AT TOP OF WALL. CONTINUOU VERIFY UE OF PROPER OIL, DENITIE, MOITURE CONTENT, AND LIFT THICKNEE DURING PLACEMENT AND COMPACTION OF TRUCTURAL FILL. IN ACCORDANCE WITH ECTION 1704 OF THE NORTH CAROLINA BUILDING CODE, WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5 FEET IN HEIGHT WITHIN A HORIZONTAL EPARATION DITANCE OF 50 FEET OR LE THAN 5 FEET IN CUMULATIVE VERTICAL RELIEF AND ADJACENT TO TRUCTURE LOCATED CLOER THAN THE VERTICAL RELIEF REQUIRE PECIAL INPECTION TETING. THE OWNER HALL ENGAGE A QUALIFIED 3RD PARTY INDEPENDENT TETING AGENCY TO CONDUCT PECIAL INPECTION IN ACCORDANCE WITH ECTION OF THE NORTH CAROLINA BUILDING CODE FOR THE ITE () PROVIDED ON THEE PLAN. AFTER CONTRUCTION, A UMMARY OF THE PECIAL INPECTION TETING HALL BE PROVIDED BY THE TETING AGENCY TO THE BUILDING OFFICIAL AND THE DEIGN PROFEIONAL IN REPONIBLE CHARGE FOR FINAL REVIEW. TITLE HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION DRAWN BY: BDH DEIGNED BY: BDH APARTMENT HEET INDEX RW-1.0 RW-2.0 RW-3.0 RW-3.1 RW-3.2 RW-4.0 RW-4.1 RW-5.0 TITLE HEET ITE LAYOUT PROFILE PROFILE CONT. PROFILE CONT. CLAIC UNIT DETAIL GENERAL EGMENTAL WALL DETAIL CONCRETE DETIAL PECIFICATION EAL HEET RW-1.0 (919) LICENE NO. P OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

2 EAL TATION TATION TATION TATION ITE LAYOUT TATION TATION TATION TATION TATION TATION NOT TO CALE Note: The site plan used in the development of these plans was prepared by 4D ite olutions on The site plan above has been modified to show a general location and orientation of the retaining wall(s) on the site. This modified site plan is not intended to be used for locating or staking of the retaining wall(s) and should not be relied on by other parties. Please refer to the original site plan prepared by 4D ite olutions for the location and layout of the retaining wall(s). Construction Notes Prior to Construction: 1. A pre-construction meeting should be scheduled by the owner/owners' representative and/or general contractor prior to the start of construction and include all pertinent parties involved in the construction and testing of the retaining wall. This should also include any contractors that will be installing utilities in the reinforced zone of the retaining wall. 2. Confirmation of the location of property lines, limits of disturbances, watersheds, wetlands, easements, buffers, curb and gutter, and/or buildings to the proposed retaining wall should be performed by the general contractor to verify that the distances shown on the provided site plan are available. 3. Confirmation of existing utility line locations (tormwater, ewer, Water, Electrical, and Gas) and the locations of future utility lines that are in close proximity of the planned retaining wall(s) shall be performed by the general contractor to verify that proper clearances are available. 4. Confirmation of the in-situ and proposed grades shall be performed to verify that site grades shown on the provided site plan are accurate. The Retaining Wall Design Engineer shall be notified if the actual grades differ than those on the provided site plan. During Construction: 5. tructures located in close proximity to the excavation area of the retaining wall shall be properly supported so as not to undermine or cause damage to the structure. If existing structures do not allow the proper installation of the retaining wall design specified, the Retaining Wall Design Engineer shall be notified to review the impact to the retaining wall design. 6. Utility structures and underground utility lines located within the reinforced zone of the retaining wall(s) shall be installed prior to or during construction of the retaining wall(s) to prevent damage to the reinforcement layers. If the presence of utility structures interfere with the integrity of the reinforcement, the Retaining Wall Design Engineer shall be notified during construction to review the impact to the retaining wall design. Post Construction 7. Construction activities in the vicinity of the retaining walls should be monitored by the general contractor to verify that it does not result in damage to the retaining wall. Heavy equipment should not be allowed operate within 3 feet of the retaining wall(s) to prevent from impacting the structural integrity of the retaining wall(s). The Retaining Wall Design Engineer shall be notified if any damage to the retaining wall or wall units occurs during post construction activities. 8. Construction activities in the vicinity of the reinforced zone of the retaining wall(s) should be monitored by the general contractor to verify that it does not result in damage to the retaining wall geogrid. Installation of light poles, signs, handrails, guardrails, shrubs, or trees (etc) in the reinforced zone of the retaining wall(s) shall not damage the upper layers of reinforcement. The Retaining Wall Design Engineer shall be notified if any damage to the reinforcement occurs during post construction activities. 9. Placement of the impermeable layer of soil at the top and in front of the retaining wall(s) should be performed by the site contractor immediately after final construction activities. Proper erosion control at the top and bottom portions of the retaining wall(s) is critical to wall performance. Any portion of the retaining wall(s) where geogrid or wall units are exposed due to excessive erosion shall be removed and reconstructed in accordance with the retaining wall plans. 10. urface water at the top of the retaining wall(s) shall be properly channeled by permanent diversions ditches to prevent overtopping the front face of the retaining wall. urface water that flows over the top of retaining walls can lead to excessive undermining of the foundation system over time. Yard inlets should be installed as needed in low areas of the retaining wall to help collect and divert any surface water from the front face. 11. ince segmental retaining walls are flexible reinforced soil masses, differential movement and strain of the reinforced and retained soil matrix could result in minor cracking of the ground surface. This cracking can lead to reflective cracks in pavement sections and/or separation of concrete curbs and aprons that are located in the vicinity of the retaining wall. In addition, cracking and gapping of the segmental wall units, especially in cut corners and curves may also occur during post construction activities. High quality backfill with low fine contents, proper backfill compaction, and firm foundations can limit the amount of post construction movement of retaining walls. Any cracks that develop in soil or pavement areas should be sealed as soon as possible to prevent the infiltration of surface water. Cracking or gapping observed in wall units should be sealed with grout as soon as possible to prevent the loss of drainage aggregate from behind the wall(s). EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION APARTMENT RW-2.0 DEIGNED BY: BDH (919) LICENE NO. P OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

3 ( 6.0' GRID LENGTH ) TIE INTO CONCRETE WALL TART OF CURVE (TA. 0+00) (TA ) TART OF CURVE (TA ) TART OF CURVE (TA ) (TA ) ( 6.0' GRID LENGTH ) (TA ) TART OF CURVE (TA ) (TA ) OUTIDE BEND (TA ) 1+20 CALE 1"=4' NOTE: UE NO. 57 TONE WRAPPED IN FILTER FABRIC A BACKFILL IN THE REINFORCED ZONE OF THE EGMENTAL RETAINING WALL UP TO ELEVATION PER DETAIL ON HEET RW LEGEND: 1). TRATA G GEOGRID 2). EMBEDDED BLOCK 3). LEVELING PAD PROFILE REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION DRAWN BY: BDH DEIGNED BY: BDH APARTMENT EAL HEET RW-3.0 (919) LICENE NO. P OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

4 PIPE PENETRATION (TA ) ( 6.0' GRID LENGTH ) TART OF CURVE (TA ) TART OF CONCRETE WALL (TA ) (TA ) GRADE ON BACKIDE OF TART OF CURVE (TA ) (TA ) CONCRETE WALL (EE DETAIL) FOUNDATION GRADE ON POND IDE OF TART OF PILLWAY (TA ) INIDE BEND (TA ) OUTIDE BEND (TA ) GRADE ON BACKIDE OF CONCRETE WALL (EE DETAIL) FOUNDATION GRADE ON POND IDE OF 3+60 CALE 1"=4' LEGEND: 1). TRATA G GEOGRID NOTE: UE NO. 57 TONE WRAPPED IN FILTER FABRIC A BACKFILL IN THE REINFORCED ZONE OF THE EGMENTAL RETAINING WALL UP TO ELEVATION PER DETAIL ON HEET RW ). EMBEDDED BLOCK 3). LEVELING PAD PROFILE CONT. EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION DEIGNED BY: BDH APARTMENT (919) LICENE NO. P-1332 RW OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

5 ( 15.0' PILLWAY ) END OF PILLWAY (TA ) PILLWAY ELEVATION CONCRETE WALL (EE DETAIL) END OF CONCRETE WALL (TA ) TIE INTO EGMENTAL AT TA FOUNDATION GRADE ON POND IDE OF 4+80 CALE 1"=4' PROFILE CONT. EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION DEIGNED BY: BDH APARTMENT (919) LICENE NO. P-1332 RW OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

6 RETAINED OIL FINIHED GRADE PER CIVIL PLAN- 8(H):1(V) MAX REINFORCED OIL ITE CONTRACTOR TO INTALL 8 INCH MIN. LOW PERMEABLE OIL WITH GROUND COVER TO PREVENT EROION CAP UNIT CLAIC UNIT ETBACK 7/8 INCH UNIT DRAINAGE FILL (NO. 57 TONE) TRATAGRID GEOGRID (A PECIFIED ON PROFILE) ITE CONTRACTOR TO INTALL 8 INCH MIN LOW PERMEABLE OIL IMMEDIATELY AFTER WALL CONTRUCTION EROION CONTROL MATTING TO BE DETERMINED AND INTALLED BY ITE CONTRACTOR ITE CONTRACTOR TO INTALL 8 INCH DEEP MIN GRA DRAINAGE WALE TO INTERCEPT AND DIVERT URFACE WATER A REQUIRED TO PREVENT WATER FROM OVER TOPPING THE 3 INCHE OF OIL FILL I REQUIRED BETWEEN OVERLAPPING GEOGRID FOR PROPER ANCHORAGE 3 INCHE OF OIL FILL I REQUIRED BETWEEN OVERLAPPING GEOGRID FOR PROPER ANCHORAGE IF GROUNDWATER CONDITION ARE PREENT ABOVE THE FOUNDATION ELEVATION CONTACT DEIGN ENGINEER OR GEOTECHNICAL ENGINEER FOR RECOMMENDATION UNIT CAP UNIT DRAIN PIPE CUT UNIT TO FIT PIPE DETAIL CALE: NONE GEOGRID LENGTH (EE PROFILE) FOUNDATION OIL UNIT TEP DOWN DETAIL CALE: NONE LITE TONE UNIT 4 INCH PERFORATED PVC OR HDPE DRAINAGE PIPE WITH MIN 2% GRADE FINIH GRADE LEVELING PAD LOW PERMEABLE OIL CAP UNIT CAP UNIT FIELD CUT TO FORM 45 DEGREE OUTLET DRAIN THROUGH WALL 50 FT oc WITH 4 INCH OLID CHEDULE 40 PVC OR HDPE PIPE CORNER UNIT FINIHED GRADE PER CIVIL PLAN - 8(H):1(V) MAX LOPE CUT GRID AND PLACE TUBE OR FORM PRIOR TO PLACING ADDITIONAL FILL DRAINAGE WALE DETAIL (A REQUIRED) CALE: NONE FENCE OR RAILING CONCRETE POT IN PLACE 3' MIN FENCE OR RAILING LEEVE-IT 1R 12" DIA. BY 24" DEEP LEEVE-IT TO BE INTALLED IN ACCORDANCE WITH MANUFACTURE' RECOMMENDATION RAILING REQUIREMENT FOR THE HALL BE DETERMINED BY THE ITE CIVIL ENGINEER AND OWNER. THE RAILING HOULD BE DEIGNED IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING CODE BY A REGITERED DEIGN PROFEIONAL, UCH THAT IT DOE NOT ADD ANY ADDITIONAL LATERAL FORCE TO THE. THE CONCRETE TUBE OR LEEVE-IT FORM FOR THE RAILING HALL BE INTALLED BY THE ITE CONTRACTOR AND COORDINATED WITH THE CONTRACTOR DURING CONTRUCTION OF THE. TYPICAL HAND RAILING DETAIL CALE: NONE FILL LEEVE-IT WITH CONCRETE CUT UCCEIVE LAYER OF GEOGRID AROUND PROPOED FENCE POT INTALLATION POINT AND ET CONCRETE TUBE OR FORM DURING WALL CONTRUCTION. DO NOT DRILL THROUGH GEOGRID. CHECK FENCE DEIGN FOR EMBEDMENT DEPTH OF FENCE POT NOTE: CHECK WITH MANUFACTURER PECIFICATION ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER TRENGTH GEOGRID INTALLATION AT CURVE CALE: NONE TRENGTH DIRECTION 3 INCHE OF OIL FILL I REQUIRED BETWEEN OVERLAPPING GEOGRID FOR PROPER ANCHORAGE WITH WING REMOVED GEOGRID I TO BE PLACED ON LEVEL BACKFILL AND EXTENDED TO FRONT FACE OF UNIT. PLACE NEXT UNIT. PULL GRID TAUGHT AND BACKFILL. TAKE A REQUIRED. GRID CONNECTION CALE: NONE H/4 UBEQUENT GEOGRID LAYER HOULD EXTEND H/4 PAT THE CORNER LOCATION IN ALTERNATE DIRECTION H/4 4" MIN. TO 8" MAX. 16" 16" FRONT FACE FINIHED GRADE (T) CONNECTION BLOCK MAY BE PLIT 4" NOTE: LOCATE DRAIN TILE AT LOWET ELEVATION ABOVE ADJACENT FINIH GRADE. EXTEND BEYOND FACE OF WALL FACE OUTLET DRAIN DETAIL CALE: NONE 6" MIN 6" MIN 8" MIN 8" MIN LEVELING PAD THE LEVELING PAD I TO BE CONTRUCTED OF TAMPED NO. 57 TONE, COMPACTED ABC TONE, OR UNREINFORCED CONCRETE. LEVELING PAD DETAIL CALE: NONE 6" 45 6" THE FOUNDATION OIL ARE TO BE APPROVED BY THE ITE GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF THE LEVELING PAD 45 NOTE: CHECK WITH MANUFACTURER PECIFICATION ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER TRENGTH GEOGRID INTALLATION AT CORNER CALE: NONE CLAIC UNIT DETAIL EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION DEIGNED BY: BDH APARTMENT (919) LICENE NO. P-1332 RW OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

7 FINIHED GRADE - 8(H):1(V) MAX 8 INCH MIN. OF LOW PERMEABLE OIL WITH GROUND COVER TO PREVENT EROION BLOCK CAP UNIT RETAINED OIL REINFORCED OIL EGMENTAL BLOCK UNIT WRAP FILTER FABRIC AROUND NO. 57 TONE GEOGRID DRAINAGE FILL (NO. 57 TONE) - FILL TO 12 INCHE ABOVE HWL HWL - ELEVATION.75 OUTLET DRAIN THROUGH WALL 50 FT oc WITH 4 INCH OLID CHEDULE 40 PVC OR HDPE PIPE RIP-RAP COUR PROTECTION WITH EPARATION FABRIC (A REQUIRED) REINFORCED OIL TORM PIPE BLOCK CAP UNIT EGMENTAL BLOCK UNIT WRAP GEOGRID AROUND PIPE AND EXTEND TO DEIGN LENGTH UTILITY CONTRACTOR TO PROVIDE 6 INCH MIN PIPE BED UING DRAINAGE FILL (NO. 57 TONE) GEOGRID UNIT DRAINAGE FILL (NO. 57 TONE) FULL ECTION OF GRID FULL ECTION OF GRID CUT GEOGRID AROUND MANHOLE UE ALL NO. 57 TONE BACKFILL BETWEEN AND TRUCTURE WHEN THI DITANCE I LE THAN 4 FEET FOUNDATION OIL 4 INCH PERFORATED PVC OR HDPE DRAINAGE PIPE WITH MIN 2% GRADE LEVELING PAD LOW PERMEABLE OIL FOUNDATION OIL UNIT DRAINAGE FILL (NO. 57 TONE) EGMENTAL BLOCK UNIT DETENTION POND EGMENTAL WALL DETAIL CALE: NONE EGMENTAL WALL WITH PIPE IN REINFORCED ZONE CALE: NONE FULL ECTION OF GRID OVERLAP LOWER LAYER EGMENTAL BLOCK UNIT UNIT DRAINAGE FILL (NO. 57 TONE) BLOCK CAP UNIT AW CUT BLOCK UNIT TO WITHIN 1/2 INCH OF PIPE AND FILL VOID BETWEEN UNIT AND PIPE WITH NON-HRINK GROUT OPTIONAL CONCRETE COLLAR UE (2) NO. 4 REINFORCING TEEL EACH IDE WITH MIN 18 INCH THICK 3,000 PI AIR ENTRAINED CONCRETE CONTROL JOINT A REQUIRED RCP TORM DRAIN PIPE EGMENTAL BLOCK UNIT RCP TORM DRAIN PIPE OPTIONAL CONCRETE COLLAR UE (2) NO. 4 REINFORCING TEEL BAR - EACH IDE WITH MIN 18 INCH THICK 3,000 PI AIR ENTRAINED CONCRETE RIP-RAP COUR PROTECTION WITH EPARATION FABRIC (A REQUIRED) EGMENTAL WALL AT PIER / MANHOLE UE ALL NO. 57 TONE BACKFILL BETWEEN AND TRUCTURE WHEN THI DITANCE I LE THAN 4 FEET CALE: NONE RIP-RAP COUR PROTECTION WITH EPARATION FABRIC (A REQUIRED) NOTE: (OPTIONAL) FOR PIPE LARGER THAN 24 INCH, A CONCRETE COLLAR MAY BE CAT AROUND THE PIPE FOR EAE OF CONTRUCTION AND APPEARANCE LEVELING PAD LOW PERMEABLE OIL FILTER FABRIC WITH 12 INCH MIN OVERLAP PIPE OUTLET DETAIL CALE: NONE EGMETNAL BLOCK UNIT CONCRETE COLLAR / WALL BY OTHER CONCRETE COLLAR / WALL CONNECTION DETAIL CALE: NONE GENERAL EGMENTAL UNIT DETAIL EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION APARTMENT RW-4.1 DEIGNED BY: BDH (919) LICENE NO. P OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

8 5.0 FEET MAX HEIGHT 3/4" DEEP V-GROOVE VERTICAL CONTRACTION JOINT EACH 12' o.c. MAX PACING (EXTEND TO FTG. TYP.) #5 12" O.C. #4 16" O.C. CONT. LAP PLICE - 24 INCHE MIN WRAP FILTER FABRIC AROUND NO. 57 TONE 12" UNIT DRAINAGE FILL (NO. 57 TONE) POND BOTTOM ELEVATION.5 3" CLR 1.5' 16" #4 16" O.C. CONT. #5 REBAR 12" O.C. EXTEND 24" MIN INTO TEM AND A MIN HOOK EMBEDMENT LENGTH OF 12" INTO FOOTING 1 2.0' 8" 5.0' 3.0' LOW PERMEABLE OIL CONCRETE DETAIL CALE: NONE 3" CLR 1" ALL EXPOED EDGE TOP OF WALL - ELEVATION GROUND URFACE ELEVATION VARIE 4 INCH PERFORATED PVC OR HDPE DRAINAGE PIPE WITH MIN 2% GRADE DRAIN TO GRADE (WHERE 3 FEET OR MORE I PREENT ABOVE THE FOOTING LEVEL) 3" CLR #5 12" O.C. 1. CONCRETE HALL BE PROPORTIONED, MIXED, AND PLACED IN ACCORDANCE WITH ACI 318 "BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE" AND ACI 301 "PECIFICATION FOR TRUCTURAL CONCRETE FOR BUILDING" CONCRETE HALL BE NORMAL WEIGHT (150 PCF), HAVE A WATER-CEMENT RATIO OF 0.5, AND ATTAIN A MINIMUM 28 DAY COMPREIVE TRENGTH OF 3,000 PI CEMENT HALL BE PORTLAND TYPE I OR APPROVED EQUAL 1.3. CONCRETE HALL NOT BE POURED IN WATER OR ON FROZEN GROUND AND HALL BE PROTECTED FROM FROT DURING CONTRUCTION THE CONCRETE HALL HAVE A LUMP OF 4 +/- 1 INCHE EXPOED CONCRETE HALL BE AIR ENTRAINED AND HAVE AN AIR CONTENT BETWEEN 4.0% AND 7.0% COMPLY WITH COLD / HOT-WEATHER CONTRUCTION REQUIREMENT A OUTLINED IN ACI 305 / ALL EXPOED EXTERIOR EDGE HALL HAVE A 1 INCH 45 CHAMFER 3. THE JOINT BETWEEN CONCRETE POUR HALL HAVE A BEVELED KEY AND WATERTOP. 4. VERTICAL CONTRACTION JOINT HALL BE INTALLED IN THE EXPOED FACE OF THE AT 12.0 FEET o.c. JOINT HALL BE A 3/4 INCH DEEP V-GROOVE AND EALED WITH AN ELATIC JOINT EALANT. 5. PROVIDE REINFORCING A NOTED ON WALL ECTION AND PER THE REQUIREMENT BELOW: 5.1. ALL REBAR HALL BE UNCOATED TEEL REINFORCING BAR: ATM 615, GRADE REINFORCING TEEL HALL BE PLACED IN COMPLIANCE WITH ACI 315 "MANUAL OF TANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE TRUCTURE" 6. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCING HALL BE CONTINUOU, AND HALL HAVE 90 BEND AND EXTENION, OR CORNER BAR OF EQUIVALENT IZE LAPPED WITH CLA B TENION PLICE, AT CORNER AND INTERECTION. TOP BAR CRITERIA HALL APPLY IF 12 INCHE OR MORE OF FREH CONCRETE I PLACED BELOW BAR 7. AT CORNER AND INTERECTION, PROVIDE BAR OF THE AME NUMBER AND IZE A THE LONGITUDINAL BAR IN THE FOOTING. 8. ALL DOWEL HALL MATCH IZE AND NUMBER OF MAIN REINFORCING, UNLE OTHERWIE NOTED ON DETAIL. 9. THE REQUIRED FOUNDATION BEARING CAPACITY FOR THI WALL I 2,000 PF. 10. DO NOT BACKFILL OR APPLY ANY LOAD TO TEM WALL UNTIL CONCRETE HA ATTAINED THE REQUIRED DEIGN TRENGTH. THE BACKFILL HALL BE PLACED IN LIFT NOT EXCEEDING 8 INCHE COMPACTED THICKNE. THE BACKFILL HALL BE COMPACTED TO AT LEAT 95 PERCENT OF THE TANDARD PROCTOR (ATM D-698) MAXIMUM DRY DENITY. THE BACKFILL MATERIAL HALL HAVE THE MINIMUM VALUE: WET UNIT WEIGHT OF 115 PF, A HEAR TRENGTH OF 28 DEGREE, AND A COHEION OF 50 PF. 24" MIN LAP 30" MAX VERTICAL REINFORCING CHAMFER TRIP #5 HOOK 12" O.C. VERTICAL MATCH VERTICAL REBAR 12" MIN TYPICAL RETURN CORNER DETAIL HORIZONTAL REINFORCING CONTRACTION JOINT DETAIL CALE: NONE CALE: NONE CONCRETE DETAIL EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION DEIGNED BY: BDH APARTMENT (919) LICENE NO. P OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.

9 1.0 GENERAL REINFORCED OIL EGMENTAL (RW') ARE GRAVITY WALL WITH AN EXPANDED WIDTH CREATED BY A GEOYNTHETIC REINFORCED OIL MA LOCATED BEHIND A COLUMN OF DRY TACKED RW CONCRETE UNIT. THE DRY-TACKED COLUMN OF RW UNIT AND GEOYNTHETIC REINFORCED OIL ZONE ACT TOGETHER TO REIT THE DETABILIZING FORCE GENERATED BY THE RETAINED OIL AND URCHARGE LOAD. 1.1 DEIGN THE DEIGN FOR THE () PREENTED IN THEE PLAN WA PRIMARILY DEVELOPED UING THE METHOD OUTLINED IN THE DEIGN MANUAL FOR EGMENTAL - 3RD EDITION FROM THE NATIONAL CONCRETE MAONRY AOCIATION (NCMA). THE NCMA METHOD UE COULOMB' GENERAL EQUATION FOR THE ACTIVE EARTH PREURE COEFFICIENT (Ka) WITH PECIFIC INTERPRETATION TO ANALYZE THE EXTERNAL, INTERNAL, AND FACING TABILITY OF EGMENTAL. IN CERTAIN CIRCUMTANCE, WE HAVE UTILIZED THE METHOD OUTLINED IN THE MECHANICALLY TABILIZED EARTH WALL AND REINFORCED OIL LOPE DEIGN & CONTRUCTION GUIDELINE (PUBLICATION NO. FHWA-NHI ) FROM THE U.. DEPARTMENT OF TRANPORTATION - FEDERAL HIGHWAY ADMINITRATION. THE FHWA METHOD UE RANKINE' GENERAL EQUATION FOR THE ACTIVE EARTH PREURE COEFFICIENT (Ka) WITH PECIFIC INTERPRETATION TO ANALYZE THE EXTERNAL, INTERNAL, AND FACING TABILITY OF EGMENTAL. 1.2 OIL AUMPTION THE OIL PARAMETER UED IN THE DEIGN OF THE () ARE AUMED VALUE BAED ON OUR EXPERIENCE WITH THE PROPERTIE OF LOCAL MATERIAL AND LOCALLY AVAILABLE FILL MATERIAL. ADEQUATE LABORATORY TETING, A DETERMINED BY THE PROJECT GEOTECHNICAL ENGINEER, HOULD BE PERFORMED ON THE EXITING OIL IN THE AREA OF THE PROPOED () AND OF THE PROPOED BACKFILL MATERIAL TO DETERMINE IF THE AUMED OIL PARAMETER REPREENT THE ACTUAL ONITE CONDITION. THE REULT OF THE OIL TETING HALL BE PROVIDED TO THE DEIGN ENGINEER FOR REVIEW PRIOR TO CONTRUCTION OF THE. THE TETED OIL HALL, AT A MINIMUM, HAVE THE FOLLOWING PROPERTIE: 1) REINFORCED OIL O = 38 DEGREE; COHEION = 0 PF; WET UNIT WEIGHT = 115 LB/CU.FT (NO. 57 TONE BACKFILL BELOW ELEVATION ) 2) REINFORCED OIL O = 30 DEGREE; COHEION = 0 PF; WET UNIT WEIGHT = 120 LB/CU.FT (BACKFILL ABOVE ELEVATION ) 3) RETAINED OIL O = 28 DEGREE; COHEION = 50 PF; WET UNIT WEIGHT = 115 LB/CU.FT 4) FOUNDATION OIL O = 28 DEGREE; COHEION = 50 PF; WET UNIT WEIGHT = 115 LB/CU.FT IF THE OIL MATERIAL DO NOT MEET THEE MINIMUM VALUE, THE DEIGN ENGINEER HALL BE NOTIFIED IMMEDIATELY FOR REVIEW WITH REGARD TO THE FINAL DEIGN. 1.3 GROUNDWATER CONDITION THI DEIGN AUME THAT GROUNDWATER I PREENT AT A DEPTH THAT WILL NOT AFFECT THE UPPORT CHARACTERITIC OF THE RETAINING WALL(). DUE TO THE POTENTIAL FOR ADVERE EFFECT OF HYDROTATIC PREURE ON THE YTEM, THE DEIGN ENGINEER HALL BE NOTIFIED IMMEDIATELY IF GROUNDWATER I ENCOUNTERED ABOVE THE FOUNDATION LEVEL OF THE, WATER OR WETNE I OBERVED DURING CONTRUCTION FROM OR IN A CUT OIL BANK, OR IF LOCAL PRING ARE ENCOUNTERED BELOW OR BEHIND THE (). 1.4 LOADING CONDITION THI DEIGN TAKE INTO ACCOUNT THE AUMED LOADING CONDITION THAT ARE LOCATED WITHIN THE PLANE OF INFLUENCE OF THE RETAINING WALL(). FOR THI DEIGN, WE HAVE INCLUDED A LIVE LOAD URCHARGE OF 120 POUND PER QUARE FOOT(PF) IN AREA ADJACENT TO PAVEMENT, NO DEAD LOAD URCHARGE CONDITION, AND NO LATERAL LOAD URCHARGE CONDITION. ALTERATION TO THE PROVIDED ITE DEIGN, AND/OR TRUCTURE UCH A LIGHT POLE, GUARDRAIL, HANDRAIL, UTILITY TRUCTURE, AND LANDCAPING INTALLED IN CLOE PROXIMITY TO THE CAN IGNIFICANTLY ALTER THE AUMED LOADING CONDITION. THE PROJECT TRUCTURAL ENGINEER HALL REVIEW THE AUMED LOADING CONDITION, AND COORDINATE WITH THE DEIGN ENGINEER REGARDING LOADING CONDITION CONCERN WITH THE FINAL DEIGN. ADDITIONALLY, IF FUTURE CONDITION ARIE THAT MAY ALTER THE AUMED LOADING CONDITION, THE ENGINEER HALL BE NOTIFIED FOR REVIEW WITH REGARD TO THE FINAL DEIGN. 1.5 ETBACK THE ETBACK AUMED FOR THE () I 7/8 INCH PER BLOCK. THE ITE CIVIL ENGINEER HALL DETERMINE THE FINAL LOCATION BAED ON THE TOTAL HORIZONTAL DITANCE BETWEEN THE TOP AND BOTTOM UNIT OF THE. 1.6 FOUNDATION REQUIREMENT BAED ON THE CALCULATION PERFORMED FOR THE () PROVIDED IN THEE PLAN, THE MAXIMUM BEARING PREURE EXERTED BY THE RETAINING WALL() ON THE FOUNDATION OIL I 2,000 POUND PER QUARE FOOT (PF). THE ALLOWABLE OIL BEARING CAPACITY HOULD BE DETERMINED BY THE PROJECT GEOTECHNICAL ENGINEER UING THE ULTIMATE BEARING CAPACITY OF THE FOUNDATION OIL DIVIDED BY A MINIMUM FACTOR OF AFETY OF 2.0. THE PROJECT GEOTECHNICAL ENGINEER HALL COORDINATE WITH THE DEIGN ENGINEER REGARDING BEARING CAPACITY CONCERN WITH THE FINAL WALL DEIGN. 2.0 MATERIAL 2.1 CONCRETE MAONRY WALL UNIT THE CONCRETE WALL UNIT HALL BE EGMENTAL UNIT MANUFACTURED IN ACCORDANCE WITH ATM C-1372 AND ATM C-140. THE UNIT HALL HAVE A MINIMUM 28 DAY COMPREIVE TRENGTH OF 3,000 PI. THE UNIT HALL BE INTERLOCKED IN ACCORDANCE WITH THE MANUFACTURER PECIFICATION. THE UNIT HALL BE UED AND KEPT FREE OF DEFECT THAT WOULD INTERFERE WITH THE PLACING OR POITIONING OF THE UNIT OR IMPAIR IT TRENGTH. THE CONTRACTOR HALL PREVENT EXCE MUD, WET CEMENT, EPOXY, AND THE LIKE MATERIAL FROM COMING IN CONTACT WITH AND AFFIXING TO THE UNIT. MINOR CRACK INCIDENTAL TO THE UUAL METHOD MANUFACTURING OR MINOR CHIPPING REULTING FROM HIPMENT AND DELIVERY ARE NOT GROUND FOR REJECTION. 2.2 GEOGRID REINFORCEMENT GEOGRID REINFORCEMENT HALL CONIT OF HIGH TENACITY GEOGRID MANUFACTURED FOR THE OIL REINFORCEMENT APPLICATION. THE TYPE, LENGTH, AND PLACEMENT OF THE REINFORCING GEOYNTHETIC HALL BE A HOWN ON THE PROFILE. GEOGRID HALL BE REJECTED IF 20% OR MORE OF A TRUCTURAL RIB HA BEEN CUT OR DAMAGED. THE CONTRACTOR HALL INPECT ALL GEOGRID DELIVERED TO THE JOBITE AND REJECT MATERIAL THAT MEET THI CRITERIA. THE CONTRACTOR HALL PREVENT EXCE MUD, WET CEMENT, EPOXY, AND THE LIKE MATERIAL FROM COMING IN CONTACT WITH AND AFFIXING TO THE GEOGRID MATERIAL. IF THE GEOGRID I DAMAGED ONITE OR DURING PLACEMENT, IT HALL BE REPLACED. 2.3 DRAINAGE PIPE THE DRAINAGE COLLECTION PIPE HALL BE A MINIMUM OF 4 INCH DIAMETER PERFORATED OR LOTTED, PVC OR CORRUGATED HDPE PIPE. THE PIPE MAY BE COVERED WITH A KNITTED OR NON-WOVEN GEOTEXTILE OCK TO FUNCTION A A FILTER. DRAINAGE PIPE HALL BE MANUFACTURED IN ACCORDANCE WITH ATM D-3034 OR AAHTO M GEOTEXTILE FILTER FABRIC / GEOCOMPOITE DRAIN (IF REQUIRED) GEOTEXTILE FILTER FABRIC HALL CONIT OF NEEDLE PUNCHED NON-WOVEN POLYPROPYLENE MATERIAL WHICH MEET THE AAHTO M288-6 CLA 3 TRENGTH CRITERIA. IT HALL HAVE A MAXIMUM AVERAGE ROLL VALUE OF 0.30 MM FOR IT APPARENT OPENING IZE AND PERMITIVITY OF AT LEAT 0.2/EC. PRE-APPROVED NON-WOVEN GEOTEXTILE INCLUDE AMOCO 4546, CARTHAGE MILL FX-40H, HANE GEO TERRATEX N04, AND TENCATE MIRAFI 140N. GEOCOMPOITE DRAIN HALL CONIT OF A FORMED POLYTYRENE CORE COVERED ON ONE IDE WITH A NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE FILTER FABRIC. PRE-APPROVED GEOCOMPOITE DRAIN INCLUDE TENCATE MIRAFI GN, HAYNE GEO TERRADRAIN 101, AND TRATA YTEM TRATADRAIN. 2.5 TRUCTURAL FILL OIL IN THE REINFORCED ZONE THE TRUCTURAL FILL UED IN THE REINFORCED ZONE OF THE () HALL HAVE A UC CLAIFICATION OF GW, GP, GM, W, P, P-M, P-C, OR M. ILT AND CLAY (ML, MH, CL OR CH) ARE NOT ACCEPTABLE. IF AGGREGATE BAE COURE (ABC) OR NO. 57 TONE I PECIFIED, IT HALL MEET THE CLAIFICATION AND GRADATION REQUIREMENT OF THE NCDOT. TRUCTURAL FILL MATERIAL HALL HAVE A MAXIMUM PARTICLE IZE NOT EXCEEDING 1.5 INCH, AND AN ORGANIC CONTENT LE THAN 0.5 PERCENT. AT A MINIMUM, THEE MATERIAL HALL HAVE NO MORE THAN 35 PERCENT FINE PAING THE NO. IEVE, AND HALL NOT HAVE A LIQUID LIMIT GREATER THAN 40 AND A PLATICITY INDEX GREATER THAN 15, UNLE APPROVED BY THE DEIGN ENGINEER. ELECT GRANULAR FILL HALL BE UED FOR ALL IF PECIFIED, WALL EXCEEDING 20 FEET IN HEIGHT, AND/OR WALL UPPORTING TRUCTURE. ELECT GRANULAR FILL HALL HAVE NO MORE THAN 15 PERCENT FINE PAING THE NO. IEVE AND HALL HAVE A PLATICITY INDEX OF LE THAN 6 UNLE WRITTEN CONENT I OBTAINED FROM THE DEIGN ENGINEER PRIOR TO PLACEMENT. THE MINIMUM INTERNAL ANGLE OF FRICTION, COHEION, AND WET UNIT WEIGHT HALL BE EQUAL TO OR GREATER THAN THE DEIGN VALUE PROVIDED IN ECTION 1.2, A DETERMINED BY THE ONITE GEOTECHNICAL ENGINEER. OIL CONTAINING ROOT, BRUH, OD, OR OTHER ORGANIC MATERIAL OR FROZEN OIL, NOW, ICE, HEAVY CLAY, OR WET OIL HALL ALO NOT BE PERMITTED A TRUCTURAL FILL. ONITE MATERIAL MAY BE UTILIZED PROVIDED IT COMPLIE WITH THEE PECIFICATION A DETERMINED BY THE ONITE GEOTECHNICAL ENGINEER. 3.0 INTALLATION NOTE 3.1 LEVELING PAD THE LEVELING PAD HALL CONIT OF COMPACTED AGGREGATE BAE COURE (ABC) TONE, TAMPED NO. 57 TONE, OR UNREINFORCED CONCRETE. THE PAD HALL BE A MINIMUM OF 8 INCHE THICK (UNO). THE ABC TONE HALL BE COMPACTED TO 95 % OF THE TANDARD PROCTOR (ATM D-698) MAXIMUM DRY DENITY. AGGREGATE MATERIAL HALL RECEIVE A MINIMUM OF ONE PA OF THE COMPACTION EQUIPMENT. THE TOP OF THE LEVELING PAD FOR THE WALL ECTION HALL BE MAINTAINED AT A MINIMUM DEPTH OF 10% OF THE TOTAL WALL HEIGHT. 3.2 FIRT BLOCK COURE THE FIRT COURE OF BLOCK HALL BE PLACED ON TOP OF AND IN FULL CONTACT WITH THE LEVELING PAD. THE UNIT HALL MAINTAIN A MINIMUM DITANCE OF 6 INCHE FROM THE FRONT AND BACK OF THE LEVELING PAD. PROPER ALIGNMENT MAY BE ACHIEVED WITH THE AID OF A TRING LINE. PROCEED TO THE NEXT COURE OF BLOCK. EACH UNIT HALL BE IN CONTACT WITH THE UNIT ON BOTH IDE A WELL A ABOVE AND BELOW. OME ADJUTMENT MAY BE REQUIRED FOR WALL WITH CURVE AND A BATTER. 3.3 UNIT FILL THE VOID WITHIN EACH UNIT AND BETWEEN THE UNIT HALL BE COMPLETELY FILLED WITH COURE AGGREGATE MEETING THE GRADATION REQUIREMENT FOR NO. 57 OR NO. 67 TONE IN ACCORDANCE WITH ATM C-33. A MINIMUM THICKNE OF 12 INCHE OF NO. 57 TONE HALL BE PLACED AT THE BACK OF EACH BLOCK A INDICATED ON THE DETAIL. EACH COURE HALL BE COMPLETELY FILLED AND EXCE MATERIAL WEPT CLEAN FROM THE TOP BLOCK BEFORE INTALLING THE UBEQUENT GEOGRID LAYER. 3.4 GEOGRID INTALLATION THE GEOGRID REINFORCEMENT HALL BE LAID HORIZONTALLY ON NATIVE MATERIAL OR COMPACTED BACK FILL AND CONNECTED TO THE CONCRETE WALL UNIT IN ACCORDANCE WITH THE MANUFACTURER PECIFICATION. GEOGRID HALL BE ROLLED OUT WITH THE MACHINE DIRECTION (MD) DEIGN TRENGTH PERPENDICULAR TO THE WALL FACE. GEOGRID HALL BE PULLED TAUT REMOVING ALL LACK FROM THE MATERIAL AND ANCHORED BEFORE ADDING FILL. GEOGRID HALL BE INTALLED AT THE ELEVATION AND LENGTH REQUIRED A HOWN ON THE WALL PROFILE(). THE OIL URFACE HALL BE MOOTH AND LEVEL AND HAVE BEEN COMPACTED BEFORE INTALLING THE GEOGRID. 3.5 TRUCTURAL FILL PLACEMENT TRUCTURAL FILL MATERIAL HALL BE PLACED IN LIFT NOT EXCEEDING 8 INCHE IN COMPACTED THICKNE. THE REINFORCED TRUCTURAL FILL HALL BE COMPACTED TO 95% OF THE TANDARD PROCTOR (ATM D-698) MAXIMUM DRY DENITY AT A MOITURE CONTENT OF +/- 3% OF THE OPTIMUM MOITURE CONTENT. ONLY HAND OPERATED EQUIPMENT HALL BE ALLOWED WITHIN 3 FEET OF THE EGMENTAL UNIT. TRUCTURAL FILL HALL BE PLACED FROM THE WALL UNIT REARWARD TO INURE TAUTNE OF THE GEOGRID. CONTRUCTION EQUIPMENT HALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. 3.6 CAP APPLY A CONTRUCTION ADHEIVE TO THE UNIT AND CAP TO PREVENT THEIR REMOVAL. 4.0 QUALITY AURANCE IN ACCORDANCE WITH ECTION 1704 OF THE NORTH CAROLINA BUILDING CODE, THE OWNER HALL CONTRACT WITH A QUALIFIED CONTRUCTION MATERIAL TETING AGENCY CAPABLE OF PROVIDING THE REQUIRED PECIAL INPECTION DURING CONTRUCTION OF THE (). THE TETING AGENCY HALL PROVIDE QUALIFIED PERONNEL TO PERFORM CONTINUOU MONITORING A NECEARY TO ENURE COMPLIANCE WITH THE PLAN. THE PECIAL INPECTION TETING AGENCY HALL COMPLY WITH ECTION OF THE NORTH CAROLINA BUILDING CODE AND AT A MINIMUM PROVIDE THE FOLLOWING: 1. OIL BEARING CAPACITY TETING OF THE FOUNDATION AREA, INCLUDING THE AREA IN THE REINFORCING ZONE, TO VERIFY THAT THE FOUNDATION OIL ARE ACCEPTABLE FOR THE PECIFIED OIL BEARING PREURE IN ECTION 1.6 PRIOR TO PLACEMENT OF THE LEVELING BAE COURE. IF THE OIL BEARING CAPACITY I NOT ADEQUATE, THE TETING AGENCY HALL PROVIDE RECOMMENDATION TO REMEDIATE THE UBGRADE OIL TO ACHIEVE THE REQUIRED BEARING CAPACITY. THE DEIGN ENGINEER HALL BE NOTIFIED IMMEDIATELY AND PROVIDED WITH ANY RECOMMENDATION FOR REVIEW WITH REGARD TO THE FINAL DEIGN. 2. COMPACTION TETING HALL BE PERFORMED IN ACCORDANCE WITH THE PROVIION OF THE NORTH CAROLINA BUILDING CODE AND A DETERMINED BY THE PECIAL INPECTION TETING AGENCY. AT A MINIMUM, TETING HALL BE PERFORMED AT EACH PECIFIED GRID LAYER ELEVATION, AND NO MORE THAN 100 FEET INTERVAL ALONG THE LENGTH OF THE (). COMPACTION TET THAT DO NOT MEET THE MINIMUM REQUIREMENT ABOVE, HALL BE REMEDIATED IN ACCORDANCE WITH THE PECIAL INPECTION TETING AGENCY' RECOMMENDATION. 3. MONITORING DURING THE INTALLATION OF THE GEOGRID REINFORCEMENT FOR TYPE, LENGTH, AND ELEVATION TO VERIFY COMPLIANCE WITH THE PROFILE. 4. MONITORING DURING THE INTALLATION OF THE DRAINAGE PIPE / LAYER OR BACKDRAIN TO VERIFY PROPER INTALLATION WITH THE PROJECT PLAN. 5. THE DEIGN ENGINEER HALL BE NOTIFIED IMMEDIATELY PRIOR TO MODIFYING WALL CONTRUCTION IF THE EXITING ITE CONDITION DEVIATE FROM THE CONDITION OR AUMPTION PROVIDED FOR IN THE PLAN. A REQUIRED BY ECTION OF THE NORTH CAROLINA BUILDING CODE, THE REULT OF THE PECIAL INPECTION TETING HOULD BE PROVIDED TO THE LOCAL BUILDING OFFICIAL AND THE DEIGN ENGINEER AFTER CONTRUCTION OF THE () I COMPLETE FOR A FINAL REVIEW. THE RETAINING WALL DEIGN ENGINEER HALL NOT IGN ANY DOCUMENT, NO MATTER BY WHOM REQUETED, IN WHICH HE I REQUIRED TO CERTIFY, GUARANTEE, OR WARRANT CONDITION OF WHICH THAT HE HA NOT OR CANNOT ACERTAIN. 5.0 ADDITIONAL CONIDERATION 1. A BUILDING PERMIT MAY BE REQUIRED PRIOR TO CONTRUCTION OF THE (). THE OWNER / CONTRACTOR HALL OBTAIN ALL REQUIRED PERMIT IN ACCORDANCE WITH THE NORTH CAROLINA TATE BUILDING CODE PRIOR TO BEGINNING CONTRUCTION OF THE (). 2. TABILITY OF ANY EXCAVATION OR TEMPORARY LOPE REQUIRED BY THE INTALLATION OF () HALL BE ADDREED BY A QUALIFIED GEOTECHNICAL ENGINEER. REPONIBILITY OF THEE TEMPORARY MEAURE RET WITH THE OWNER AND/OR THE GENERAL CONTRACTOR. ALL LOPE AND EXCAVATION HALL MEET CURRENT OHA TANDARD. 3. HANDRAIL/GUARDRAIL HALL BE INTALLED A REQUIRED BY ECTION 1013 OF THE NORTH CAROLINA BUILDING CODE. THE TYPE AND LOCATION OF THE HANDRAIL/GUARDRAIL HALL BE DETERMINED BY THE OWNER AND/OR GENERAL CONTRACTOR AND INTALLED IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATION. 4. THE HA BEEN DEIGNED WITH THE AUMPTION THAT THE REINFORCED TRUCTURAL FILL MATERIAL HALL BE FREE OF UBURFACE DRAINAGE OR WATER EEPAGE. TEMPORARY OR LONG TERM URFACE DRAINAGE, ITE GRADING, AND/OR URFACE OR UBURFACE WATER COLLECTION OR DIVERION YTEM HALL BE DETERMINED AND INTALLED BY THE OWNER AND/OR GENERAL CONTRACTOR. 5. THI DEIGN I BAED UPON THE PROPERTIE OF THE MATERIAL PECIFICALLY PECIFIED IN THEE PLAN. THE DEIGN ENGINEER HALL BE NOTIFIED IMMEDIATELY OF ANY CHANGE TO THE PECIFIED MATERIAL FOR REVIEW WITH THE FINAL DEIGN. PECIFICATION EAL HEET REV DATE DECRIPTION R REVIED WALL NO. 1 IUED FOR CONTRUCTION APARTMENT RW-5.0 DEIGNED BY: BDH (919) LICENE NO. P OF MARVEL ENGINEERING AND CONULTING, PLLC. - THI DRAWING AND DEIGN HEREON ARE THE PROPERTY OF MARVEL ENGINEERING AND CONULTING, PLLC. THE INFORMATION ON THEE PLAN ARE NOT FOR UE ON ANY OTHER ITE OR PROJECT. THE REPRODUCTION OR OTHER UE OF THEE PLAN IN WHOLE OR PART, WITHOUT WRITTEN CONENT OF MARVEL ENGINEERING AND CONULTING, PLLC I PROHIBITED.