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13-749-025is G(1)S30" PEDESTRIAN LOCKING �u ` GRATE ASSEMBLY « w v ©15' {BONZE PEDESTRIAN SEE DETAILS ON THIS SHEET Q (j)O15' BRONZE PEDESTRIAN LOCKING LOCKING GRATE ASSEMBLY V Y V SEE DETAILS ON THIS SHEET GRATE ASSEMBLY TO BE INSTALLEDl���► •iv• ♦•ii v•♦ OO O , • OO �� • ... V MIN WIDTH GUIDELINE • ♦ • 6' MIN WIDTH GUIDELINE WITH 24'x15" CONE STYLE REDUCER SEE O 6" MIN WIDTH GUIDELINE O O OO i0.. •Y.C. UW O DETAILS ON THIS SHEET 0 � � V �EC-AT'IONAL G"MIN THICKNESS GUIDELINE ` A. 6"MIN THICKNESS GUIDELINE DESIGN AND • CONSTRUCTION, INC. 6' MIN THICKNESS GUIDELINE 3990 North Pawerline Road MINIMUM PIPE BURIAL DEPTH PER PIPE TRAFFIC LOADS: CONCRETE SUB DIMENSIONS ARE FOR GUIDELINE Ft. Lauderdale, FL 33309 © VARIABLE INVERT HEIGHTS MANUFACTURE MINIMUM PIPE BURIAL PURPOSES ONLY. ACTUAL CONCRETE SUB MUST BE DESIGNED MINIMUM PIPE BURIAL TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE Voice: 954.566.3885 AVAILABLE (ACCORDING TO RECOMMENDATION TRAFFIC LOADS: CONCRETE SLAT DIMENSIONS ARE FOR GUIDELINE DEPTH PER PIPE TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC DEPTH PER PIPE PURPOSES ONLY. ACTUAL CONCRETE SUB MUST BE DESIGNED Fax: 954.566.3335 PLANS/TAKE OFF) ©ADAPTER QVARIABLE INVERT HEIGHTS ® VARIABLE INVERT HEIGHTS MANUFACTURER TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC MANUFACTURER LOADING, i� OTHER APPLICABLE DESIGN FACTORS. ANGLES PURPOSES ONLY. ACTUAL CONCRETE SUB MUST BE DESIGNED AVAILABLE (ACCORDING TO AVAILABLE (ACCORDING TO RECOMMENDATION LOADING, & OTHER APPLICABLE DESIGN FACTORS. VARIABLE 0• -36,0` TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC PLANSITAKE OFF) RECOMMENDATION SADAPTER PUNSITAKE OFF) SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ACCORDING TO LOADING, & OTHER APPLICABLE DESIGN FACTORS. ANGLES RUINS VARIABLE 0' -36T THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER < QADAPTERANGLES �u ACCORDING TO GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CUSS II i��!il� VARIABLE 0"- 360• _ ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PLANS MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CUSS II u u SURFACE DRAINAGE INLETS SHALL BE PLACED i COMPACTED �� MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR / UNIFORMLY IN ACCORDANCE WITH ASTM D2321. SURFACE DRAINAGE INLETS SHALL BE PLACED i COMPACTED Q3 VARIABLE SUMP DEPTH UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ; U , • W V S ACCORDING TO PUNS (6" MIN) (1 VARIABLE SUMP' DEPTH yam/// Ix • ([)WATERTIGHT JOINT (CORRUGATED RTIC SHOWN) 4"MIN ACCORDING TO PLANS (B" MIN) �/ / \\� 0 :::il-\\�� ® VARIABLE SUMP DEPTH OU U j (A)VARIOUS TYPES OF INLET & OUTLET ADAPTERS 'MIN / ACCORDING TO PLANS (10- MIN) m N AVAILABLE: 4"- 24" FOR CORRUGATED HDPE /VARIOUS TYPES OF INLET i OUTLET ADAPTERS ��\�� _j i w AVAILABLE: V -30" FOR CORRUGATED HDPE /�/ < 0 (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), (ADS N-121HANCOR DUAL WALL, ADSIHANCOR // 6" MIN W M m \ SOR 35, SCH 40 DWV, CORRUGATED i RIBBED PVC ///� i SINGLE WALL), PVC SEWER (EX: SDR 35), -1 cc (UVARIOUS TYPES OF INLET A OUTLET ADAPTERS AVAILABLE: 4' -15" FOR CORRUGATED HDPE � ©- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-06, PVC DWV (EX: SCH 40), PVC C900/C505, ~ M M ADS N 12 ADS SINGLE WALL, RANCOR DUAL WALL), m GRATESISOLID COVER SHALL {E DUCTILE IRON PER ASTM A53G GRADE 705006, 0 �- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-06 CORRUGATED %RIBBED PVC Lq y r. /j��/ ©- GRATES50LID COVER SHALL {E DUCTILE IRON PER ASTM A536 GRADE 7050.06 W ( WITH THE EXCEPTION OF THE BRONZE GRATE. (4)WATERTIGHT JOINT m- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. y//,ti; � 2- FRAMES SHALL {E DUCTILE IRON PER ASTM A536 GRADE 7050-M J SDR 35, SCH 40 DWV, CORRUGATED % RIBBED PVC (2)- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-06 CORRUGATED HDPE SHOWN RISERS ARE NEEDED FOR BASINS OVER 84" DUETO SHIPPING RESTRICTIONS. ���� i, � LLB. Z- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PUN DETAILS. ( ) SEE DRAWING No. 7001-110-066 O WATERTIGHT JOINT �� �� �y, ®- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. or THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER RISERS ARE NEEDED FOR BASINS OVER64" DUETO SHIPPING RESTRICTIONS. CORRUGATED HDPE SHOWN y/��� \\i\i\ RISERS ARE NEEDED FOR BASINS OVER {4• DUE TO SHIPPING RESTRICTIONS. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CUSS II Q- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 ( ) '� �y/�/�/�''• \ �\ice SEE DRAWING NO, 7001-110-065 W ; SEE DRAWING NO.7001.110-0615 FOR CORRUGATED HDPE (ADS R RANCOR DUAL WALL) i SDR 35 PVC \ // �/� �� 2 BEDDING i BACKFILL FOR - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 ����" ©- DRAINAGE CONNECTION STT{ JOINT TIGHTNESS SHALL CONFORM TO MATERIAL AS DEFINED IN ASTM D2321. O p -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0• To 3�0'. TO DETERMINE MINIMUM � y/�' ASTM D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL) Q O SURFACE DRAINAGE INLETS SHALL BE PLACED %COMPACTED FOR CORRUGATED HDPE (ADS i HANCOR DUAL WALL) i SDR 35 PVC ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013. v UNIFORMLY IN ACCORDANCE WITH ASTM D2321. p -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360'. TO DETERMINE MINIMUM PVC SEWER (4"- 24'j u_ r �n ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. m -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM LLl • „=; ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 7001-110-013. J {n" 00 a! w Z j NYLOPLAST 24" DRAIN BASIN NYLOPLAST 30" DRAIN BASIN W NYLOPLAST 15 DRAIN BASIN N �C 0.2 N N.T.S. 0 N.T.S. N.T.S. LL LU LLI- 0 I 30' GRATE FRAME O 114-20 X 11/4' LONG FLAT HEAD CAP SCREW I 15" GRATE FRAME �eo Uj 30' PEDESTRIAN GRATE APPROX.7.95DRAIN AREA = a O (ALLEN HEAD) STAINLESS STEEL . •_i., ,• i" BRONZE STANDARD GRATE 15"BRONZE PEDESTRIAN GRATE APPROX. DRAIN AREA = I 277.95 SQ. IN. '1"' i DWG. NO. 7001-100-047 f�IC� iL25SQ.IN. �,� ._. .. -�- �:: .�. - ..........:� •_ 00000�ooDDD�000�0�0 OD000000000 0° � o i - .� _ /.} I I O z 0 CL ca CO !S' 0. N ---------�I � � ) 0 LL Uj m z 0 � J 00 LL � � -�---._-.,.- APPROX. DRAIN AREA = ij DRILL 0.291 HOLE I 1:.77 SQ. IN. w ■(� 000OD���00000�DDDoo r� THRU 2 DUCES I I d BB>- ■■ O V♦ ♦ b d ILu ■ >� I i' DUCTILE IRON GRATE LOCK BAR \ - + r - " DRILL 0.257 THRU a r sw Z 5/16-1i X 1 112 LONG HEX BOLT Q �.\ 114-20 X 13/4" LONG HEX BOLT DWG. NO.7001-100-041 TAP 5/1fi 12 PLACES h Q �• i \.\ : ZINC GOLD STEEL 2 PLACES ZINC GOLD STEEL 2 PLACES OD LL i - - - - , •\ - - - 114-20 X 1/2 LONG SOCKET HEAD CAP SKEWS DWG. NO. 7001-100-126 DRILL 0.343 THRU GRATE ONLY coV (ALLEN HEAD) BUCK STEEL COUNTERBORE 01.00 X .22 DP F- DRILL 0.201 THRU 2 DUCES DRILL 0.211 THRU GRATE ONLY \ TAP 114 20 THREAD 2 DUCES \ DWG. NO. 7001-100-046 COUNTERBORE 0.75 X .1i DP 2 PLACES W 2 PLACES j • 30" PEDESTRIAN LOCKING GRATE ASSEMBLY " ASSEMBLY 15" BRONZE PEDESTRIAN LOCKING GRATE ASSEMBLY MEETS H-20 LOAD RATING o 8 BRONZE PEDESTRIAN LOCKING GRATE w (LOCATION OF LACKING DEVICE MAY VARY) (LOCATION OF LOCKING DEVICR MAY VARY) (LOCATION 0>r LOCKING DEVICE MAY VARY) � eSa ur E �i E (LAC N.T.S. H Sf C i k Cn N.T.S. w N.T.S. O z J J ADAPTER SVE ii" BASIN 24" BASIN 30" BASIN • •,M � � 4 .4. {(I► a 34' 24 O `a r'', z� o ecaE�, ne. B 53' 40' 31' 5.75 ON 18" p (1, 2) INTEGRATED DUCTILE LAND SURVEYORS 4" 14 il' 4Ti, d r ,E ,�� 12.75 ON 24' 0 00 IRON FRAME & GRATE TO z oO O CIVIL ENGINEERS o'y` 35• '! 15.410N 30" MATCH BASIN O.D. LAND PLANNERS 4 12" p*1 1 ,' 4�Y" O L D d 7 CA d 7 •. 0 3240 CORPORATE WAY CMIN 4 1B t{, 110' S'�",3N 5t p MIRAMAR, .'� ` ' ' ' 107 ��' MINIMUM ANGLE (5) ADAPTER ANGLES FL 33025 F- TEL: (305)652--7010 ACCORDING PUNS VARIABLE' - 3{?" gym,... • . ,,. ... . : ... .....�,. .ry . NGTO z FAX: 305 652' TP 31m sz-szs4 ■ " PIFESIZE A MIN SUMP of U Seal N CONE [['STYLE ' j"�/ 5 - S 59' 44' 30 4 - 24 ADAPTERS z 4 COI Y L.. 1 1 LE fi"-10" 67' SU• 31r (4) (CORRUGATED HDP S � 7b1 3609 Z 1�i f 1J J. �i '*► G' MIN ON i" - 24" AVAILABLE (CORRUGATED HDPE SHOWN) 6„ y 25 3c oo 0 544' ....... 10" MIN ON 30' F-117 744 55' 45• :° 11.29 36.oa W ,��� (L4`• tisp ' S REDUCER V -15" it 62' 43' `\ , STORM FLOW 10" 13.21 36.00 D ,� •"•` z 06� p 3 � B C D � �+�� • - =1!" 115' 73' S5' ���� 12" 15.05 36 00 ., , f;" 17.7! 42 AO � � `� O �, "� 10" e" 6.00 9.00 A 6" - 24" 111' 73' `Cc I , i" 20.9 4i AO �r J 12' 8" 12.00 9.00 G 3T 10�J' CLEAN-OUT PLUG tia�� T [ /'".rq**!»' "ir•"7y' mr m,+..�,""t'1"ir x.of ,jy rf,�w' ,„,.� :w \• / ■ ~ • A 1 L . • \ 12" 10" 6,00 1a.aa� " _ �• II , �yi, y { „ �i a ,yl G, _ 31', PERCEf11ACE0f OUTLETOPENAREARESTRICf10N � � � ''��j�••• �i, �Q�•'�•rA 1� 15" 8.. 1©50 9.00 1 i „ r " 1D i,:ir pi b ,1,"71"Ir,.�� 'rE �°55' 45' Iii vv'v iii � 2.33 MAX PIPE SIZE 5:19AU0412 %24A00415 7930AUD41: LU W - , �r f1dD J ,' STORM FLOW 15" 10" 12.50 10,00 % �, c ' 4i' . ; _ • y � \ 4- Ory �� � � �-�L.R�.'r1o�506�35'.4�'' il" 15" B4' 9°9dy N �6�6 Cii' 15"0% CPA ��/� �i� O tr• �, 12° 6 50 11.00,, k , ' ' '� : ,� ,�. �' A /,, /vv���v i �ti PROJECT NUMBER 18 8" 25.50 9.00 1, �, WATER LEVEL AFTER . STORM FLOW -• \v\\ 17 �,� 0.� W 18" 10" 1s5o �a.00 11' �: ,y 0 `� 320MPCP - i" 24 I I STORM EVENT : \i:+v , �A � � o- , 15' 1254 054 �993' .)d• 1 18" 12" 13.50 1150 t f �- 7.00 12.00 T -1C+' 3 .,, a ... a3 G1 4�' TRAPPED OIL & 1r' _ 44% � _j FILE No. 18 15 FLOATING DEBRIS MIN SUMP z4" ` -------- 24" 8" 36.50 9.00 B 10" 12" is' 1�('` 54 . IT -15• 102' 73' SS• SEE CHART 24 10' 30.50 10.00 � /'/�/ O � DRAWN J.A.O. 24" 12" 24.50 11.00 LU 10" - Is" 131' $4' 495'- NP ENVIROHOOD SUMP /\�/�// '.�..�..•'..... �',� �--' REVIEWED' H.J.N. 24" 15" 1$.00 12.00 1(Ir _ 24" 1224 �t1+ 1. ENVIROHOOD FOR 1i" BASIN COVERS 4'- 17 ADAPTERS. ::'. , u,• ,;.. , '..`,•;:. r J D MIN ENVIROHOOD FOR 24" BASIN COVERS 4" -1i" ADAPTERS. Lu 24" 18" 1100 10 30 117' _ ENVIROHOOD FOR 30" BASIN COVERS 4" - 24"ADAPTERS. CHECKED ,,,� +3�^M ,R•an r m*py*•o �"` tmrrm 4'�rT'r"*'i""" iE,. amid N Uj z .,12" "" 7SY' t SAND % SILT "%�/� �// i� 30" 8" 46.60 9.001 THE y� �`\�� N DATE 07-02-13 30" 10" 40.50 1 a.00 ,I , i, ,,, 2. BASINS WITH 2 ADAPTERS. CALL FOR MIN APPLIES TO \ MINIMUM 1, 12"' 15" v _ 30" 12" 34.50 11.50 12'-1i 13 ANGLE BETWEEN ADAPTERS FOR BASINS WITH CAP STYLE // �'�'� \\� �' ISSUE /REVISIONS 1?y 24 ° ul ' +Yf „I ��,• i4' A HOOD & MORE THAN 2 ADAPTERS. i" MIN ON i" 24' ��/, z 30" 16" 2e.aa 12.00 1 - ENVIROHOOD AVAILABLE WITH ALL 1{".30" STRUCTURE OPTIONS (CUSTOM 1i" - 30" 10" MIN ON 30" 17' - 30' 1t,..`t l"1 BASIN, ROAD t HIGHWAY, i CURB INLET). v 30" 18" 21.00 14,Sa REDUCER 13" - i5^' s+ ;a+ 2 -FRAMES, GRATES, COVERS, HOODS, t BASE PLATES SHALL BE DUCTILE IRON THE BACKFILL MATERIAL SMALL BE CRUSHED STONE OR OTHER 30" 24" 10 00 , 75 PER ASTM A636 GRADE 70-50-06. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CUSS I 17 -1I' - 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS OR II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL AZ RISERS ARE NEEDED FOR BASINS OVER {4" DUE TO SHIPPING RESTRICTIONS FOR SURFACE DRAINAGE INLETS SHALL BE PLACED i COMPACTED 0 F_ w 15" _ 24^ 133 90 F_ SEE DRAWING NO. CONNECTION STUB6. UNIFORMLY IN ACCORDANCE WITH ASTM D2321. �j ; STUB JOINT TIGHTNESS SHALL CONFORM TO -DRAINAGE CONNECTION • � a,1QT ;1 � b ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), 1B. ?4 - 143 N-12 HP, i PVC SEWER (4" -1 i"). r u i �' 0 i 1 " ` B7' , 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7004-110-X)0( (4} VARIOUS TYPES OF INLET i OUTLET ADAPTERS ry133', "�� B AVAILABLE: 4' 30' FOR CORRUGATED HDPE n. 24" - 24' _ 11.5 (ADS N-121HANCOR DUAL WALL, ADSMANCOR - 24-.34* 151' SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), w S (-"I E E T T I T L. E U CORRUGATED & RIBBED PVC C � PVC DWV (EX: SCH 40), PVC C900/0905, ol ADS NYLOPLAST d 8"-30" MINIMUM ANGLE BETWEEN ADAPTERS WITH ENVIROHOOD NYLOPLAST DRAIN BASIN W�ENVIROH00D DETAILS DRAIN BASIN REDUCER OPTIONS - N.T.S. (THIN CHART DO= NOT APPLY WHIN USING ADD -A -BRANCH OR INNIRTA-TBI) N.T.S. a N.T.S. SHEET NUMBER s ll: 0 Ln Ln CV .