===== PAGE 1 =====
<div style="text-align: center;">-</div>


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PAINT CHLORINATED RUBBER ALKYDS TT-P-115, TYPE III, FACTORY MIXED, QUICK-DRYING, NONBLEEDING WHITE PER LOCAL CODE

<div style="text-align: center;"><img src="imgs/img_in_image_box_1550_430_2131_970.jpg" alt="Image" width="6%" /></div>


* STALL DEPTH AS REQUIRED BY MUNICIPAL REGULATIONS

<div style="text-align: center;">TYPICAL HANDICAP PARKING STRIPING DETAIL NOT TO SCALE</div>


£ PARKING TRAFFIC LANE

YELLOW REFLECTIVE TRAFFIC PAINT ___ SEE SPECIFICATIONS

TRAFFIC ARROW STRIPING DETAIL FOR PARKING LOT

NOT TO SCALE

<div style="text-align: center;"><img src="imgs/img_in_image_box_2180_336_3038_909.jpg" alt="Image" width="10%" /></div>


NOT TO SCALE

N.T.S.

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12" DIA. CONC. FOOTING / 1 1/2" GALVANI PIPE SLEEVE MIN 3' BELOW GRADE

<div style="text-align: center;"><img src="imgs/img_in_image_box_3261_451_3625_882.jpg" alt="Image" width="4%" /></div>


R7-22

12"x 18"

HANDICAP PARKING SIGN DETAIL

NOT TO SCALE 'R7-8'

<div style="text-align: center;"><img src="imgs/img_in_image_box_1585_1289_2361_2098.jpg" alt="Image" width="9%" /></div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_2449_1329_2670_1538.jpg" alt="Image" width="2%" /></div>


"R1-1"

30" x 30"

NO

STOPPING

OR

STANDING

FIRE LANE

"R7-1"

12" x 18"

<div style="text-align: center;"><img src="imgs/img_in_image_box_3279_1045_3610_1471.jpg" alt="Image" width="3%" /></div>


1. ALL REGULATORY AND WARNING SIGNS SHALL BE HIGH INTENSITY REFLECTIVE SHEETING.

2. ALL OTHER SIGNS SHALL BE ENGINEER GRADE SHEETING.

3. ALL SIGNS AFFECTING COUNTY ROAD TRAFFIC SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION.

4. SIGN POSTS SHALL BE 3LBS./FT.

EV PARKING

SIGN DETAIL

NOT TO SCALE

<div style="text-align: center;">EXPOSED WALL HEIGHT</div>


<div style="text-align: center;">TYPICAL TRAFFIC SIGN POST DETAIL NOT TO SCALE</div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_3980_319_5695_1406.jpg" alt="Image" width="20%" /></div>


WELL-GRADED GRANULAR WALL ROCK 0.25 In TO 1.5 in (5 mm TO 38 mm) LESS THAN 10% FINES

FINISHED GRADE

6 in (150 mm)

(MIN)

<div style="text-align: center;"><img src="imgs/img_in_image_box_2813_1959_3829_2427.jpg" alt="Image" width="12%" /></div>


STRIPING DETAIL

FOR ALL STOP SIGN CONDITIONS

NOT TO SCALE

4 in (100 mm) HEEL DRAIN

PIPE VENTED TO DAYLIGHT

OR PROVIDE WEEP HOLES

1. FOR ALL WALLS GREATER THAN 2-1/2', A 4' HIGH SAFETY BARRIER IS REQUIRED.

2. IF GEOGRID REINFORCING MATERIAL IS ENCOUNTERED DURING INSTALLATION OF THE CONCRETE FOOTING OF THE FENCE OR OTHER STRUCTURE, THE CONTRACTOR SHALL CUT A 1'-1" DIAMETER HOLE IN THE MATERIAL TO ALLOW FOR THE INSTALLATION OF THE 1'-0" DIAMETER CONCRETE FOOTING. THE CONTRACTOR SHALL NOT ATTEMPT TO "PUNCH" THROUGH THE GEOGRID MATERIAL WITH THE FENCE POSTS.

3. WHERE WALL IS 3' OR GREATER OF SUPPORTS A ROADWAY OR DRIVEWAY CONTRACTOR TO PROVIDE A SITE SPECIFIC WALL DESIGN PREPARED BY A N.J. LICENSED PROFESSIONAL ENGINEER.

4. WALL TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTALLATION MANUAL.

5. WALL DRAINAGE TO BE PROVIDED AND TO DAYLIGHT OR WEEP HOLES TO BE PROVIDED.

NOTE:

DETAIL SHOWN IS A TYPICAL WALL SECTION AND IS FOR PRELIMINARY PURPOSES ONLY. ACTUAL DESIGN OF PROPOSED RETAINING WALL TO BE PREPARED BY A PROFESSIONAL ENGINEER AND TO BE PROVIDED FOR REVIEW PRIOR TO CONSTRUCTION.

ALLAN BLOCK WALL SECTION DETAIL

NOT TO SCAL F

NOT IT SCALE

PERPENDICULAR SIDEWALK CURB RAMP (TYPE

SANDSTONE CAP

<div style="text-align: center;">ALLAN BLOCK WALL BATTER FROM VERTICAL</div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_4095_1715_5027_2414.jpg" alt="Image" width="11%" /></div>


—8" x 16" FOOTING

SIDE VIEW

METAL RECYCLING

BINS W/COVERS

(TYPICAL)

3 ft (1 m) COMPACTION ZONE

CONSOLIDATION —— | (TO BACK OF CUT) ZONE

NOTE: ALL GATE LATCHES PROVIDED SHALL MEET A.D.A. REQUIREMENTS

FILTER FABRIC TO BE PLACED BETWEEN TOPSOIL AND WALL ROCK

<div style="text-align: center;"><img src="imgs/img_in_image_box_4990_1785_5702_2337.jpg" alt="Image" width="8%" /></div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_524_3142_863_3444.jpg" alt="Image" width="4%" /></div>


EXTENDED LENGTH MAY

BE REQUIRED DUE TO

SITE OR SEISMIC

CONDITIONS

<div style="text-align: center;"><img src="imgs/img_in_image_box_1009_2770_1676_3453.jpg" alt="Image" width="7%" /></div>


END CONC. PAVIN

ER DUMPSTER

ECTABLE WARNING SURFACE AT CURB RAMP DETAIL DOME SPACING

SPLIT FACE BLOCK HIGH WALL

NOOD BOARD ON BOARD

PLAN VIEW

GENERAL NOTES:

1. LOCATION OF DETECTABLE WARNINGS. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 6" TO TO 9", 12" WHERE TRANSVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY/STREET, OR FROM THE FACE OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP. THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP FLUSH SURFACE.

2. DOME ALIGNMENT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL.

MASONRY DUMPSTER & RECYCLING ENCLOSURE DETAIL

<div style="text-align: center;"><img src="imgs/img_in_image_box_549_3852_1585_4254.jpg" alt="Image" width="12%" /></div>


PARALLEL CURB RAMPS (TYPE 2B)

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NOTES

1. CURB END TRANSITIONS SHALL BE CONSTRUCTED AT ALL CURB ENDS

2. AN EXPANSION JOINT SHALL BE PROVIDED BETWEEN THE END OF THE FULL HEIGHT CURB AND THE 10' TRANSITION.

CURB END TREATMENT

NTS

<div style="text-align: center;"><img src="imgs/img_in_image_box_1982_2886_2655_3305.jpg" alt="Image" width="8%" /></div>


## GENERAL NOTES:

GENERAL NOTES:

1. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REQUIRED BY THE AMERICAN'S WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.

2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP. THERE SHALL BE A LANDING AT THE TOP AND AT THE BOTTOM OF EACH PARALLEL AND PARALLEL/PERPENDICULAR RAMP.

3. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 4' BY 4' SQUARE. LANDINGS MAY OVERLAP WITH ADJACENT LANDINGS OR A SINGLE LANDING MAY SERVE MULTIPLE CURB RAMPS OR PARALLEL OR PARALLEL/PERPENDICULAR RAMPS. LANDINGS MAY OVERLAP WITH THE CLEAR GROUND SPACE REQUIRED AT PEDESTRIAN SIGNAL PUSH BUTTONS.

4. CROSS SLOPES. THE MAXIMUM CROSS SLOPE OF CURB RAMPS SHALL BE 2 PERCENT. THE MAXIMUM CROSS SLOPE AT LANDINGS IS 2 PERCENT IN ANY DIRECTION. SURFACES SHALL GENERALLY LIE IN CONTINUOUS PLANES WITH A MINIMUM OF SURFACE WARP.

5. THE RUNNING GRADE OF CURB RAMPS SHOULD BE AS FLAT AS PRACTICABLE. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 (8.3%). CURB RAMPS ARE NOT REQUIRED TO BE LONGER THAN 15'.

6. CURB RAMPS LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE CURB RAMP SHALL HAVE FLARED SIDES. THE LENGTH OF THE FLARES SHALL BE AT LEAST TEN (10) THE TIMES THE CURB HEIGHT, MEASURED ALONG THE CURB LINE. WHEN INFEASIBLE OR IMPRACTICABLE TO PROVIDE A LANDING THAT IS AT LEAST 4' WIDE (MEASURED FROM THE TOP OF THE RAMP TO THE BACK OF THE SIDEWALK). THE LENGTH OF THE FLARES SHALL BE TWELVE (12) TIMES THE CURB HEIGHT MEASURED ALONG THE CURB LINE.

7. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. A COARSE BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE IS RECOMMENDED ON CONCRETE RAMP SURFACES, EXCLUSIVE OF THE DETECTABLE WARNING FIELDS.

8. RAMP TRANSITIONS BETWEEN WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES 0.2" MAX.

9. COORDINATE ALL TRAFFIC CONTROL DEVICES, UTILITY LOCATIONS, SIGNS, STREET FURNITURE AND DRAINAGE TO ENSURE A CONTINUOUS PEDESTRIAN ACCESS ROUTE AT ALL CURB RAMP LOCATIONS. GUIDANCE FOR CROSSWALK MARKINGS AND TRAFFIC CONTROL DEVICES IS PROVIDED IN THE MUTCD. DRAINAGE GRATES AND UTILITY ACCESS COVERS ARE NOT ALLOWED IN RAMP WALKING SURFACES OR LANDINGS.

10. WHERE FEASIBLE, E.G. WHERE R.O.W. WIDTH PROVIDES SUFFICIENT SPACE TO INSTALL SIDEWALKS SET BACK FROM THE CURBS, RAMP TYPES 2A AND 3A SHOULD BE INSTALLED AS THE SEPARATION PROVIDED BETWEEN SIDEWALK AND CURB OR TRAVELWAY MAKE FOR GREATER PEDESTRIAN SAFETY AND COMFORT.

11. AT MARKED CROSSINGS, THE FULL WIDTH OF THE RAMP SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS. THE SIDES OF THE RAMPS (THE FLARES) SHOULD NOT BE WITHIN THE WIDTH OF THE MARKINGS.

12. DETAILS ILLUSTRATE THAT DETECTABLE WARNINGS ARE REQUIRED. SEE SPECIFICATION FOR SPECIFIC DETECTABLE WARNING REQUIREMENTS. DETAILS DO NOT SHOW DROPPED CURBS AT BOTTOM OF CURB RAMPS. DROPPED CURBS MAY BE SPECIFIED.

DETECTABLE WARNING AT CURB RAMP DETAIL

<div style="text-align: center;"><img src="imgs/img_in_image_box_2995_2997_3959_3357.jpg" alt="Image" width="11%" /></div>


6” CONCRETE DRIVEWAY APRON

N.T.S.

<div style="text-align: center;"><img src="imgs/img_in_image_box_3024_3627_4113_3940.jpg" alt="Image" width="13%" /></div>


6" THICK COMPACTED SOIL AGGREGATE, 1–5

TYPICAL PAVEMENT SECTION

(OCEAN COUNTY CURB & PAVEMENT)

NOT TO SCALE

<div style="text-align: center;"><img src="imgs/img_in_image_box_3055_4238_3820_4482.jpg" alt="Image" width="9%" /></div>


2" FA-BC-1 SURF. CS

PAVEMENT DETAIL

NOT TO SCALE

— 4" BIT. STAB. BSE CSE. ( AT 2" LIFTS)

SUBBASE AS APPROVED BY THE

TOWNSHIP ENGINEER

<div style="text-align: center;"><img src="imgs/img_in_image_box_2907_4704_3772_4961.jpg" alt="Image" width="10%" /></div>


SIDEWALK DETAIL

NOT TO SCALE

<div style="text-align: center;"><img src="imgs/img_in_image_box_2977_5174_3579_5687.jpg" alt="Image" width="7%" /></div>


<div style="text-align: center;">ELGIAN BLOCK CURB NTS</div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_4269_2722_5398_3731.jpg" alt="Image" width="13%" /></div>


PLUG END — ↓ — | ↓ — 1'-2" OF POST

POST

CLASS "B" CONC. 1'-0" DIA.

TOP. 1'-2" BASE, WITH TOP DOMED 2" ABOVE FINISH GRADE

NOTES :

1- FENCE FABRIC SHALL BE #6 GAUGE VINYL CLAD WIRE.

2- UNLESS OTHERWISE PROVIDED, FENCE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF A S T M, M181-60.

CHAIN LINK FENCE DETAIL

NTS

<div style="text-align: center;">N.T.S.</div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_3829_4883_4552_5379.jpg" alt="Image" width="8%" /></div>


CONCRETE CURB

NOT TO SCALE

NOTES:

1. PREFERMED BITUMINOUS CELLULAR TYPE JOINT FILLER, ONE-HALF (1/2") INCH THICK, CUT TO MATCH THE CROSS SECTIONS OF THE CURB SHALL BE USED AT ALL EXPANSION JOINTS AT INTERVALS NOT GREATER THAN 20 FEET. INTERMEDIATE PLATE JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 10 FEET.

2. IN AREAS WITH BITUMINOUS CONCRETE PAVEMENT, REQUIRED CURB SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF THE BITUMINOUS BASE COURSES. ANY REQUIRED REPAIRS TO CURBS WHICH ARE NOT SUITABLE FOR ACCEPTANCE SHALL BE MADE PRIOR TO CONSTRUCTION OF THE FINAL PAVEMENT WEARING COURSE.

<div style="text-align: center;">A</div>


<div style="text-align: center;"><img src="imgs/img_in_image_box_6172_284_6817_726.jpg" alt="Image" width="7%" /></div>


A GABION WALLS

6" MIN OF 3" CLEAN CRUSHED LIMESTONE BEDDING

<div style="text-align: center;"><img src="imgs/img_in_image_box_6783_308_7638_824.jpg" alt="Image" width="10%" /></div>


CLEAN CRUSHED

LIMESTONE

SECTION A-A

<div style="text-align: center;">ASSEMBLY:</div>


1. OPEN THE BUNDLE AND UNFOLD EACH UNIT.

2. LIFT THE SIDES, THE ENDS AND DIAPHRAGMS INTO VERTICAL POSITION. (FIG. A)

3. WIRE THE FOUR CORNERS TOGETHER AND THE EDGES OF THE DIAPHRAGMS TO THE GABION SIDES. (FIG. A)

<div style="text-align: center;"><img src="imgs/img_in_image_box_6203_976_7204_1988.jpg" alt="Image" width="11%" /></div>


<div style="text-align: center;">FIG. A</div>


<div style="text-align: center;">NSTALLATION:</div>


<div style="text-align: center;">GABION WALL DETAIL NOT TO SCALF</div>


1. LEVEL THE BASE WHERE THE GABIONS WILL BE PLACED TO SMOOTH FINISH AND THE RIGHT ELEVATION.

2. EACH UNIT SHOULD BE SECURELY WIRED TO THE ADJACENT UNITS ALONG THE TOP AND VERTICAL EDGES PRIOR TO PLACING THE 3" TO 8" STONE. TO ACHIEVE BETTER ALIGNMENT AND FINISH, THE GABIONS CAN BE STRETCHED BEFORE FILLING.

3. WHERE PERMITTED BY THICKNESS OF THE STRUCTURE, THE GABIONS CAN BE PLACED BACK TO BACK AND FRONT TO FRONT TO FACILITATE THE FILLING AND THE CLOSING OF THE LIDS.

4. DURING THE FILLING OPERATION CONNECTING WIRES SHALL BE INSERTED IN THE FOLLOWING MANNER:

A: EACH CELL OF THE 36" HIGH GABION SHALL BE FILLED TO THE DEPTH OF ONE THIRD AFTER WHICH CONNECTING WIRES ARE PLACED ONE IN EACH DIRECTION WITH THE ENDS LOOPED AROUND TWO MESHES AT EACH END. THIS OPERATION SHALL BE REPEATED WHEN THE GABION IS TWO THIRDS FULL.

5. AFTER FILLING HAS BEEN COMPLETED, THE TOP IS FOLDED SHUT AND WIRED TO THE ENDS, SIDES AND DIAPHRAGMS. (FIG. C)

6. EMPTY GABIONS PLACED ON TOP OF A COMPLETED ROW MUST BE WIRED TO THE FILLED GABIONS AT THE FRONT AND BACK.

<div style="text-align: center;"><img src="imgs/img_in_image_box_6040_2293_7957_3629.jpg" alt="Image" width="22%" /></div>


OUTLET STRUCTURE ( OCS-2 ) AND TRASH RACK DETAIL

<div style="text-align: center;">NOT TO SCALE</div>


CONDUIT OUTLET PROTECTION

AVE Partners

LOTS 7,9 & 10, BLOCK 2901, JACKSON, NJ

<div style="text-align: center;">-8354</div>



<table border=1 style='margin: auto; word-wrap: break-word;'><tr><td style='text-align: center; word-wrap: break-word;'>RIPRAP\nSCHEDULE</td><td style='text-align: center; word-wrap: break-word;'>STRUCTURE</td><td style='text-align: center; word-wrap: break-word;'>Q\nCFS</td><td style='text-align: center; word-wrap: break-word;'>Do\nFT.</td><td style='text-align: center; word-wrap: break-word;'>Wo\nFT.</td><td style='text-align: center; word-wrap: break-word;'>q=Q/Wo\nCFS/FT</td><td style='text-align: center; word-wrap: break-word;'>Tw&lt;0.5Do\n(FEET)</td><td style='text-align: center; word-wrap: break-word;'>Tw&gt;=0.5\n(FEET)</td><td style='text-align: center; word-wrap: break-word;'>Do La\n(FEET)</td><td style='text-align: center; word-wrap: break-word;'>W\n(FEET)</td><td style='text-align: center; word-wrap: break-word;'>D50\n(FEET)</td><td style='text-align: center; word-wrap: break-word;'>D50\n(IN)</td><td style='text-align: center; word-wrap: break-word;'>T**\n(IN)</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>*A</td><td style='text-align: center; word-wrap: break-word;'>HW-1</td><td style='text-align: center; word-wrap: break-word;'>3.6</td><td style='text-align: center; word-wrap: break-word;'>1.25</td><td style='text-align: center; word-wrap: break-word;'>1.25</td><td style='text-align: center; word-wrap: break-word;'>2.9</td><td style='text-align: center; word-wrap: break-word;'>0.3</td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'>17</td><td style='text-align: center; word-wrap: break-word;'>20</td><td style='text-align: center; word-wrap: break-word;'>0.4</td><td style='text-align: center; word-wrap: break-word;'>5</td><td style='text-align: center; word-wrap: break-word;'>10</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>B</td><td style='text-align: center; word-wrap: break-word;'>HW - 3</td><td style='text-align: center; word-wrap: break-word;'>9.8</td><td style='text-align: center; word-wrap: break-word;'>2</td><td style='text-align: center; word-wrap: break-word;'>2</td><td style='text-align: center; word-wrap: break-word;'>4.9</td><td style='text-align: center; word-wrap: break-word;'>0.9</td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'>25</td><td style='text-align: center; word-wrap: break-word;'>31</td><td style='text-align: center; word-wrap: break-word;'>0.2</td><td style='text-align: center; word-wrap: break-word;'>3</td><td style='text-align: center; word-wrap: break-word;'>6</td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr></table>

$2 yr Tailwater Elev. Used

* 100 Yr. Routed Outflow Used (for projected Yr 2100 storm)

Do=MAX. INSIDE CULVERT HT.

La = (1.8q/Do^1/2) + (7Do)

La = (3q/Do^1/2)

D50 = (0.02/TW)*(q)^4/3

<div style="text-align: center;"><img src="imgs/img_in_image_box_6804_4410_7448_4552.jpg" alt="Image" width="7%" /></div>


(If TW cannot be computed use Tw=0.2Do)

**T = 3(d50) or 2(d50) w/Filter Fabric, use filter fabric unless otherwise specified.**

<div style="text-align: center;"><img src="imgs/img_in_image_box_6164_5192_7064_5786.jpg" alt="Image" width="10%" /></div>


MICHAEL INTILE

<div style="text-align: center;">AVE PARTNERS, LLC</div>


DATE

9/8/23

SCALE

N.T.S.

DRAWN

E.A.D.

CHECKED

MBI

SHEET

12 OF 14

POCKET

<div style="text-align: center;"><img src="imgs/img_in_image_box_7110_5189_8104_5801.jpg" alt="Image" width="11%" /></div>


DETAILS