The URL can be used to link to this page

Home My WebLink AboutSW8031026_APPROVED PLANS_20200515STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 03 J016 DOC TYPE 1 ❑ CURRENT PERMIT DT APPROVED PLANS 1 ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Zo Zo o S I YYYYMMDD IF SITE GD \3s_�j VICINITY MAP N.T.S. SITE DATA PARCEL NUMBER: 21000032 ZONING: BRUNSWICK COUNTY: R60 PHASE 2 STIE AREA: 2,819,469 SF / 64.72 AC STREET BUFFER: 15' MINIMUM LOT SIZE: 7,200 SF / .16 AC TOTAL. OF PROPOSED NEW LOTS : 488 TOTAL OF PHASE 2 LOTS : 144 TOTAL OF EXISTING LOTS 222 LF OF PROPOSED ROADS: 9,067 LF SW POND 6: DRAINAGE AREA 6: $64,977 SF / 19.9 AC IMPERVIOUS AREAS: BUILDING/LOTS: 283,500 SF STREETS: 88.795 SF SIDEWALKS: 13,588 SF FUTURE: 20,000 SF TOTAL 405,883 SF / 9.3 AC % IMPERVIOUS: 46.92X SW POND 7: DRAINAGE AREA 7: 1.395.402 SF / 37.1 AC IMPER'111OUS AREAS: BUILDING/LOTS: 577,500 SF STREETS: 162,904 SF SIDEWALKS: 27,308 SF FUTURE: 50,000 SF TOTAL 817,712 SF / 18.0 AC X IMPERVIOUS: 50.619E PROPERTY LINE SETBACKS: FRONT: 15' REAR: 9' SIDE: 5' ADJACENT TO STREET (CORNER LOTS): 15' / o 7 1548 � 1 N ' 1547 15`' 546 155 1545 f 155 a 1544 155: .111542 F o lid, n r --:--►�� omn 1569 0 - E n n n r`l ct 1.0 � r 1568 � `� � � ,^� � �`A '� � � • 1567 aj` 'y, 48 5 1566g 1147 •. 1565 if 1146 •'/ 1564 1563 IN 1411 1538 1412 1537 i1413 �1536 �414 1535 i 1A15 153 53 ! �b 53 7 u l p • ►� n, �ell Gil So op .• 5'' Q o' lb �t� 0 TQTB C2 476-478 7- ra� \' � '�/ Cr �0. 5 �.TO 8 rr S O �� . t� D `" V k 'I �� 40 \ CO#�BINED Q �`� /T l 1 ,p\ �4� g�• tP � f ` EXISTING /oo ( Lo � '� �i o°' SIN POND 4 \ �° o'\ t D A » 475 441 0° 1011 0�� 'f. �2 1052 ♦ sip ��Z lu \ 1010 O)3 07 r ! 1053 \ 474 / n. 442 y�919 . \ s 0 gyp473 ,�4 �. 472 �. e43 920 /7 p ,n '� 0/, - �o�• � � \ '•,471 '� ,}--" �'� V � ' _ .~ . 470 921 %p r S ♦ \- • 464 i",� 446 445 8 - \4 �. c�� ( )/ _922 ! 1/ sS �OS�� ^ 99 • _. _ •_ 44 , 1 64 ' 463 ' 465 1'' 467 ''�4515 1, 1 )� ' 923 f } i� a,�'`, y 9 9� '� �� 8\ p \�� 896 ° /. 1 �e' 448' r ( / ( 9 /� 9 i 897 898 899 r rr J 462 j �`t 449 js' �.. �- 924 �� i }�i 1063 , a p 99S .� � �8\ �' 895 i 900 •-`•' ' w ,925 } - 361 / ' / 9 `� 8 Y ; 94 - lf_�, �/ /� F 451 ` • '~pt�d f' 928 927 -� q 062 99G 461 - 452 9, 925 �i ! f� 8 \ 1403 - / 'J jy VS - g31.930 , I L_- - i i - f _--- % 454 -455 453 ,` 1 (1<J S `932 i \ f A S y! . 98B 1 460 COMBINED >' E 933 - - 1 y =R- �_ 1� 844Ilk ♦ \4/ { \ - n- `934 y by - 970 ! 0 1 o o �p \J , l 385' -a' ` /� \ EXIS-1NG \ -94D 907 935' - - N o 0 0 W POND 2 904' �' U 459 / 45S �9361 �� EXISTING �� 971 ,,\` �'' o j �' •�� ;� 843 �' 845 S `� 902 9C� 6� L — — 4: 1� ♦� SW POND >: - i J 842 $46 `/ 85 .1 9Q8 457 �" 939'' R OR S ` 972 �� 1- T -- - r- 9 - t� - 853 : 1 F 45E f, i FG� t ~j i 1 �3 - _ i -r 852 J i • 5 1 940 4' pJ 1' ca , �a co c. '1 `� ti a 847 4 9 �! ' ' 010 �✓ i��T / r �" �� ,4 v ! co i `�° i n 106 N j 41 JI 'ti..-- 85 I � �-' 910 ; 90 ' `941 a 850 / r , ' O C N • 953 `. f i 840 848 849 g` 1 42 i r �•� ,\ \ , "952,- 4 9439 y '� - - _ _. ...... - --•� _ �. ♦i _ 944 914 i EXIS3ING 839 �• 857' ~ i 5, 95 \ 45 $ J L 7 -c s • *�I 95fi 949 948'947 946 �� - - - - - \3 / 859 +` 3 15 ♦ • \' % ' ♦ j 7- i `' 837 8 / I ti' % 861'.8fi0''. j /` 9 ^. ♦ ; , G 957 ' 1 - `� '958 `. �' ♦ 22 1836�. �'.•863 �59 . 969' ♦ j823 824I825826'a271828 829 8301831 832 8331834,835, - --r'' 1 968 �f •• '960 ; 967`. > �. �� - -- �- -� -� - L .1 _�i. - I-- y /.•f 917 •� ��• : 9fi - 1965 865 r _� y' /�i .� G 962 963 964 � � - • a � �' �--�.-- _ .-- --PENNINGTON DR ------- -- � � 866 � /, � 918 7 y"•'� ``G# 893 ; ( -- r- - 867 y I ��•• ',n ' '•`''�•�GAj� - --- --'sue. ��`�.(``� J - . _ _ _. f f 882 j 8811880:879' 87B � 87 i 870 1869 868 , 5 .. ��•�.• �. 1 872 •�' `� o t 891 ! f' 883 876 •� ••� 73 890 884 �� \ - 875 V ; 874 885 mop low �lop� �. �o• EX�S��NG z O ..,.t d 0 Q Z O O Q Z V) aW o� z J 0 ai Q I d clq Q Q N o N Z ~ _ o M W � a Z Z J d. J a = IL Q Q ~ J ~ Z 0 Y N W 0 W > m m z V LIB 0 uM,� Cl 2 � � xry V (,q J rr '5 N cn C! M n IM r r-� =zw \ i- EXISTING SW POND 5 Licence=C:-3641 19141 DES. JPN CKO. JPN DRWN. ZAC DATE 04/06/20 }�,t,,il„tooll s 10 SCALE: 1 '11 = 300' 0 300 600 900 ME — _ ...1 .]T'"'r� , p �•- -(�T r,.`: iY?.. T;`, R!1}1i }..i%.. Alit 141 �. r, . ,. ��. .�,.•., a. .,. �r .• ,! few ,,i'.„�...uAlfvr•T�i t1.11�Ijr�}hl?�4Gr'fr`,�_+j,��wT•f it. 510 % Q lD 216 F SITE c 's VICINITY MAP N.T.S. z o ..., Q,^ z LLI V, z J ItK G x m �G { W O V tz N Z CV Li � - ., FK. f M l0000 i Z Z CL (� -7,\ ' ..-_- p 0 a — : i f ram, ,,\ •' '3s-- -.; ',-.._-- { j/.L q 4•=�Y � � it '�• .fir / ''_ \'$ XIA W _ UNNION 3av . A�• fag• , � f � ,� � � .r,^ LLJ zoi i/ ` t !• \ �i 1 Vf 1 V. `\ 476-478 COMBINED � m in CO 441 475 474 442 473 4724' l �. 443 S20 471 445 i ` �� 446 i 922 3x. — - T 4484 923 p4-'l �9 \/ ;�. 9�\ i 'C~ 896 .897';898 899 ri 44 924 894 IY26 900-, 928 i ti a ; 9� / / 96y f ., `,93Q 925 � , � /-� • % /1003 \ `. �'-- — _ -- -:• � 'V . Y , S� 1 9931 1 - — -- y / � � ,\ T .9 �' �yy� i --__- 844 \✓ 906 \934l 970 '4 t "hf o I n } �� •,j 38� — ' ! ` /` EXiS LING \ •\ C. 904 y 5'1 907 %935' �- EXISTING �.._ -'J y'r,' r„ a ra 8 / �1 `;-__�,' 843 845 S)NV MOND � � ''.9G� � ;% Q' � ` ; � „938 , - �� 971 1 �SW POND 4_' �— { ` I r , f s - - \ `'102 �%0 w . Fz s_ s F ` 842 ' 846 �' 854 � 908 �3 i a 00 ti 841 -f ; 851 - r 910 909 �' r . ' 1 y5 :E i- 840 _ $4$ 849 ?11 EXISTING �. 839 857 914 1 ;. SW POND 1 _ _ � 838 �`. 91 862 �9i5 I `Y;"V586;. � �`�,•s � r � �24 8251826 IB27 1 281829I8301831 '832 i,833 '8 , 341` 835 /-' Bs r- - PENNINGTON DR-- -- -- �'"� y }'.,866\ �� 918 ' EXISTING 0 1 1 893_ E r 871 'E$67 : y:' ��. --�- 5w POND 5 ------- -- 981 88 79 878— 691,868 1 �. \ f i 4 87.E3721 0 891 883 3 al .. 847�s�� a7 �- - �� {' ' 874 .� Licence #C-?,(�41 f_ ... ,` 886� �; _ -- 19141 'V 88 7 ', - „fir+•.. geeoil DES. JPN CKD. JPN DR4MN. ZAC ��vRaoN DATE04/06/20 ,pow° ! g�� 0 •� -S ' w �+ r r r ECEIVE ft N t rr� .� prr Grrri r �Q4�` r , SCALE. 1 !r = 300' mmmmli��IM __ -iiiiiij ci 0 300 600 900 r T - � .'i'' EA LLJ Llj cn Lu W SEE SHEET C2,1 SEE SHEET C2.2 NOTE: 1. ANY WETLAND DISTURBANCE WILL REQUIRE APPLICABLE PERMITS. 2. THERE ARE NO SURFACE WATERS, PROTECTED VEGETATED SETBACKS, OR PROTECTED RIPARIAN BUFFERS ON THIS SITE. 3. SCM IMPACTED 1 Y SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED TO ITS APPROVED DESIGN STATE. SCALE: 1" = 60' .......... 11111111111w 0 60 120 180 z 0 �t v N m z O W O Z tl) ^, w F— CL Z Z Z ,. j Z M r0� V O p„ 0 0 0 Z © .F.1. Z Z cV Q zx� w I} IN r i-t L Z � j v 'z .Z Licence #C-3641 19141 DM JPN CKD. JPN DR'N. ZAC DATE 03/30/20 �fi? L 1p fff��tli1H�� C2 ..�- T T r�-F s. y a T'.1 �' .?r' ;i1 ti.t---r•1—'41�. �!y'4 L�ti� 1-, i I � r.. 11^' i '� y?rt t 9 .� r; I' , - ��.. =-s-r �•(� f � I, ;1f 1, � .. � -, ... ,, �-. tl. � .. i..,. ' f f' f'�1 � � � � � }'•'dl� rot SEE SHEET C2 on� .......... 36' INV. 30,00 771 cr CL Top. 40 (NV. 55 6-3 3 C3 ic-6-c)), 36.0() '3 �30 - _ - -,-- . - - Z__ 25 1 . 11 __ 35.7u 36.0 '-10.00 32.40 i 29.90 C'I ! jl'Z , i . I I I i � 'f J, 4W&� I I 35.40 cp 9 7 . ... ... r 36-GQ �pp S�40 I 6,50 ...... ---- -1.34,80, a # 6 34.10 f 31 3 -.2 _t L34,35II-7 TOP: 32,�'40 ..1 --34.50 "m*z �2O INV. 28.65 C1 #27 C, #10 0 35.7r) 3418 1 •Up: 33 75 _�4 R() I , i 'A'�]� INV. 29.90 31-25 ag 36.55 F Rc�p [3�4, �80 , 34.60 35,20 7. L 3 4. �8�0 0 36.,35 ;'10 35.60 37.,30 c 37.30 C' #14 0 34.. 4.70�, : ! � O V. -Z5 F3 _-J 34. 33.e 35,20'43 _ �i 05 35,30 (3 5.1 5� 5.32 15" I If 134.4.5[ 34.50 6.20 ii , nl." RC P 35.64 Lo �35.30 SDMH 13 -N. �-6 4 INV 2885 6,55 TOP; 35-75 35.60 35.30- / I '/ r" , INV.' '9 35-30 a3_5 .75 37.50 a INV. 31 35-60 36.00 15 3 4=3 0 yF- �o 3 7 36.()C fill INV., 4 .70 # '35.00 �.711 '524 ;.40 U0 7t i i \� - j 1.60 k�N 36. L3�:42' 37.( J- - ----- 34 IF l.37 .00 C35.65] 5.40 . �710) (�36W.50 37, to 35.95 '7 35,6 CL 35.8,5 R @3 _7 -0-0) 37.00 ou 134.1017 36.90 b7RU 36-90 CT(JRE 3550 37.30. 35,65 -635 5) ick 36.70 135. 37.00 - INV: 430 36,00 .30 SW POND 6 37.00 C1 #12 .73 35.73 36.50 Top: 34 Co. 11 36.70 .80 -5- oa, fj%1v 37M -7 36.75 -TQF,: NP: 30.50 V" TP: 31.65 cc 1 1w.36.55$ rL =5•�d Y'+ti �, r 'a5 -` '" ' - z_4_' .`3�b�A l \`'t,1` ��«'Z -_ . -2vr-"37�. 0?, �r35 76�"/ 1 cC,isti i:i> , ` 3O'1er3�� -s ` ` . ,.t,. .__ - -�_ r� "- . ` tEw ,-' t �=_`F. i-' i _�•_B3D�5 V4 36.70 . 56,40 ACL NATION 30 FOREB& BERM 33.40 ELE 35.82 36.60 \Y35,1 0 .33.50 35. 36.30 35_54 35.40 roo �_roll _52- % 37.2 36.35 35.9 a__9 jo 34.8 36.60 A a #17 .36.30 36.50 3 G\ Z9.95 Top 4.55 35.75 36-25 3&, INV. 3-2.05 -CI 1 -313- 36.50 50 TOP; 34.55 A/ INV' 32-00 Q' j Y 10 5 35,03 3 36.00 36.80 37.00 36.80 37.15 i -34. 37.70 35-79 3.60 37.30- #2_ _C3 35.20 36.00 35-54 D 3 JOY - 37. 2,()o \XAN h, d 3 5 7=3 5) 37-25 u 36-22 'tv 3638.(�) 363 �±- �25 2 RCP " 4 37.80 5 37.10 _52 6.50 1 34.56 37,80 37.10 o 36. 4�cl 3425 (9 3 .55 32 .40 _sb - 11 36,60 0 00 35'= 1 A_ 37.80 -75 36.40 '�x &_35 37.30 %38.10 IE 45 • 36�75 37.30- 'TS-F 38.10 <\ 6SSFM S9------- =-7; , NOTE: 1. ANY WETLAND DISTURBANCE WILL REQUIRE APPLICABLE PERMITS. 2. THERE ARE NO SURFACE WATERS, PROTECTED VEGETATED SETBACKS, OR PROTECTED RIPARIAN BUFFERS ON THIS SITE. 3. SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED TO ITS APPROVED DESIGN STATE. LEGEND SD PROPOSED STORMORAIN PROPOSED CONTOUR PROPOSED LOT LINE PROPOSED ROW PROPOSED PROPERTY LINE .... ......... . .. ..... ... ...... EXISTING CONTOUR PROPOSED SPOT ELEVATION PROPOSED TOP OF CURB ELEVATION -*-TV TV PROPOSED SILT FENCE LOD - LOD LIMIT OF DISTURBANCE EROSION CONTROL INLETS W/ INLET PROTECTION IN 9 Q z .j 0 10 04 Z 0 Lu 0 z I- > r M z .3 0 < z _j 0 CL z cf) (J) z z m m oc cr Lu Z 0 o? 7 z cq J,icencc #C-3641 19141 DES. JPN CKD. JPN DRWN. ZAC DATE 03/30/20 ECEIV ��'''y; iii �` % BY: SCALE: lit = 60' C2■1 0 60 120 180 m .. i i 1 y_ i . .s 1 au.. 1 , ._t i°, !. t1�,s r-. ' - � r ^� , 7 r t. E• r-- - �-fi jai Ii f Y=S1,t1� ♦� 3 � � � �wf �r�i 4 � t1Sfr t t� � f .� -...- MAN r� .r3•.,....� . ...- .� .� '* SITE VICINITY MAP N.T.S. LEGEND SD 30 LOD LOD -LOD TV DA PROPOSED STORMDRAIN PROPOSED CONTOUR PROPOSED LOT LINE PROPOSED ROW PROPOSED PROPERTY LINE EXISTING CONTOUR LIMIT OF DISTURBANCE PROPOSED SILT FENCE PROPOSED DRAINAGE AREA � S NtK UiSTiNG SW POND 5 z 0 cr- V) Z 0 Q Z 0 1�3 Zi It cs z O � I Ld U � N 04 Z 0 I 0 m Z W v) O Z CL, w w U Z 0h-, CL Z J M Z 0 U �L Z LI O Z V l Z H M M w Gi N b� f n ~� f � V l c^ w fLn cn f•a a Licence #C-3641 19141 LIES. JPN CM JPN DRW N. ZAC DATE 04/06/20 o` 411111t e+s;1,,rCA +� s ECEIVE @ � 4 Avk(j •.�• ta0 BY: •�t�t �� 11 �%%,Ve' SCALE: 1" = 300' 0 .. . .. ....... - C203 300 600 900 -� STEEL POST WIRE MESH FOR STANDARD FABRIC 14 GA. ca x z STANDARD OR EXTRA STRENGTH OESH FOR I m w FILTER FABRIC )ARD FABRIC C14 � cV < " DIRECTION OF WATER FLOW ANCHOR FABRIC SKIRT �I MIN. 8" DEEP & 4" WIDE. NOTES: 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. TEMPORARY SILT FENCE NTS TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS P J•+-12" ---12" -CP.. , lb... 2'-0" ROLL TYPE CURB NTS 40, RN IL •, i • A L ::•� •.; �' �' ,, IF CURB HEIGHT IS 4", THEN: ° •- "B1" - @ 1:10 MAXIMUM SLOPE, SIDE f ° FLARE "A" IS 60" MINIMUM. - 0 1:12 MAXIMUM SLOPE, SIDE PLAN FLARE "A" IS 72" MINIMUM. 4" SIDEWALK CUT OR TOOLED 3000 PSI JOINTS --I 1 4* 1 J+R CONCRETE 8"A' 6x6--10/10 W.W.M. �OMPACTED m7m SUBGRADE I I -I I 1 � �I I Imo: SECTION TURNED DOWN CONCRETE SIDEWALK CONTROL JOINT 1/2' ASPHALTIC PREFORMED 3"R EXPANSION JOINT 12" Cqlk 6XB-10/10 W.W,M. COMPACTED SUBGRADE J I ITi E i; SECTION WHEEL CHAIR RAMP TYPICAL TURNED DOWN SIDEWALK AND WHEEL CHAIR RAMP DETAIL NTS RESERVEDVAN ACCESIBLE SIGN PARKING ADJACENT TO 8' AISL up SIGNS TO BE 0.080 STANDARD ALUMINUM. BOLT TO TREATED WOOD OR ALUMINUM POST WITH 3/8" CADMIUM PLATED NUTS, BOLTS & WASHERS. Imo- 12" _ I cown LEGEND AND BORDER - GREEN WE SYMBOL ON BLUE BACKGROUND WXGROUND - WHRE R7-8 ALUMINUM OR TREATED 4"x4" WOOD POST. T1-1/2RMP) 1-1/2MAXIMUM VAN PENALTY,i�1N) 3/8ACCESSIBL ,/a•{rm) $250 I'^ 12 _ I i 12' 4 LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN BXKGROUND - WH€€E BACKGROUND - WHITE R7_--8D VAN ACCESSIBLE TYPICAL HANDICAPPED SIGN DETAIL NTS STONE SHALL NOT BLOCK OR IMPEDE PIPE FLOW 1' MIRAFI 60OX FILTER FABRIC SECTION A - A OR APPROVED EQUAL NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION ENERGY DISSIPATOR EROSION CONTROL CONSTRUCTION SEQUENCE 1. INSTALL SILT FENCE BEFORE BEGINNING AMY LAND CLEARING ACTIVITY. 2. CLEAR STREET RIGHT OF WAY, BUILDING PAD, PARKING AREA AND AREA FOR NEW BERM. 3. INSTALL STORM DRAINAGE COLLECTION SYSTEM AND TEMPORARY EROSION CONTROL MEASURES AT INLETS AS SHOWN. 4. INSTALL DITCH PLUGS AND TEMPORARY DIVERSIONS AS SHOWN. 5. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETED AND VEGETATIVE COVER IS ESTABLISHED. 6. REMOVE EROSION CONTROL MEASURES AFTER ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. NCDOT CLASS A OR B EROSION CONTROL STONE -- 4" TO fi" #57 STONE ON UPSTREAM FACE FILTER FABRIC -A NTS �, �� AIl+flllT I r1 ONE ASPHALT PAVEMENT SECTION NTS 50' R.O.W. 1 V-O" 2% 2% ? � LLLI w d- U SECTION A --A STONE CHECK DAM STONE CHECK DAM MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. `-6" TYPE ABC STONE TYPICAL STREET CROSS-SECTION N.T.S. TYPICAL GRASS SWALE N.T.S. 2" NCDOT SF9.5A ASPHALT ON 2" NCDOT H BINDER SIDEWALK (OPTIONAL) 2' ROLL TYPE CURB (MATCH EXISTING NEIGHBORHOOD TYPE FOR CURB & INLET GRATES.) CURB TEMPORARY/PERMANENT GRASS SPECIFICATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. LIME: 45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW do HAY AT 75 TO 100 LOS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE do MESH AS PER MANUFACTURER 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION, AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW, 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 20% CARPET GRASS 24X BERMUDA GRASS 20X TURF FESCUE 10% CREEPING RED FESCUE 24% ANNUAL RYE GRAIN *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 85%. ALL DISTURBED AREA SHALL BE, SEEDED WITHIN 15 DAYS OF THE COMPLETION OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. NPDES STABILIZATION TIMEFRAMES SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES NOTES: 1. SIDEWALK THICKNESS 5HkL BE 4" UNLESS NOTED OTHERWISE. 2. CONTRACTION JOINTS C.J.) SPACE SAME AS SIDEWALK WIDTH. 3. THICKEN SIDEWALK TO 6" AT DRIVEOI S. 4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT WITH NO CURB. 5. 1/2" EXPANSION JOINT E.J.) REQUIRED AT 30' MAX. AT SIDEWALK 1/8"R TOOLED JUNCTIONS, AT STRUCTUR S AND AS NOTED ON SITE PLAN. JOINT 6. PROVIDE A LAYER OF 151 6LDG. FELT BETWEEN WALK AND ADJACENT PARALLELING CURB OR RUCTURE 7. REINFORCE w/6x6-10/10 W.W.M. �, BLDG.-STRUCTURE PLAN SIDEWALK JOINT DETAILS SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCOOT AND LOCAL RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BURROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D--698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS, 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION: 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY TOMPKINS LAND SURVEYING AND PROVIDED BY OWNER. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCOOT STANDARDS. 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. 18. REINF. CONC, PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. 19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. 20. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF Y EXPANSION IINT MATERIAL EXPANSION JOINT (E.J.) 1/4"x1" DEEP W/AN EROSION CONTROL NOTES AND MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR 1/8 R TOOLED JOINT STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF -INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL + R BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONTRACTION JOINT C.J.i CONSTRUCTION ENTRANCE OR ROADWAYS. -- 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL. BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED, BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN, LAND QUALITY REQUIRES 7, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL. PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTiV€TY. ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 8. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM THE SURFACE. Z O J H 22 Z O O I - In Ad c 0_ It O Z LJ O tz Q U N 0 r O I "�'GENE BY: I Q Z I J O It Q N o w O z a � w > _ ~'' Z (L 1 j O .Z Cl v O CLcn J Q z Z H W D W 0 C O � 00 U00 cq z�z z� .. W U�po Z R� 0 p Ju U C14 J Ix � Lxi x w a X. cl �"J N CD W N 1 Fit 00 �Z� N Z �!z U z°( u �z w 4: � Licence #C-3641 19141 DES. JPN I LXD. JPN I DRAIN.ZAC i DATE 01 /2i 7/20 Z ylL LIP 'Ei�lflltNl C f'X' ''I � �-� '+ �T'I'!�.�-�. . �:I:+ I _ :.�':'h}"•.. r.. _ _ � _ r .. _ _ a .. I �•L{`SII�'�=t�l: iclif 7.f�� 'i.��l;:�it:"i .. ;"€. ;'•:I:. `, .� SKIMMER BASIN CONSTRUCTION SPECIFICATION IR,_I',_`,TI0N BAFFLE CONS SPECIFICATION A%D STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEr-FTATeN 1 A F THE BASIN: - j I. 5A-re, AND SIDE O-11 VA Rl. _)Vl(`. ALL SUPFACE SOIL CONTAINING HIGH AMOUNTS OF R,-,ANC OF IT PROPERLY. HAUL ALL OBJEr'70 OR DISPOSF NAB I--- ' DE'S!GNAI DlS'�'OSAL AREA. "LACL 'TEMPORARY SEDIMENT 2 --TAIIL POSTS ST TRAL 4 -A�' :- - W BASIN BS INEWDE-1 - - 1 ..i : T� -AT �: .. ,AAIER!A- FOR THE EMBANKMENT IS FRIFF OF ROOTS,, WOODY 7, OTHER OBJECTIONABLE YATERAI . PLACE 7 � HE -L. MA! AND QT; 7 C FXCEFD 9 MACHINE COMPACT IT. OVER 1: Tir; F ;N(' HES, AND MACH I r A X J V FEE7 7�_:�7 v�LA'S: N AS WELL III- I N` I'V'S TO ALLOW'tlOR SET HL W4 1: -I-- �NVI RF OF T-�E ASIN TO THE SPECIFIED DIMENSIONS, PRFVENT- THE SKIMMING U EV K, 'EXCAVA-ING T`-F TOP CL:_ THE A SHAD OW PIT K: 7N`� IN-I-O TI:7 MUD By UNDER THE S .,VVLR S_IDPOIR.T UNDE t5� -R THE SKIMMER OF STONE OR TIME R. (TYPICALLY 4 0 PVC PIPE) .4, INCH SCHL 4PV ON . �Al� - I I , At. I I ., I - , ;l.. , , .. , . Jd :L L. . :. � 7 -, ;1,, 4 A,\� o 0!: : 'OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS A:_ MATER: 0 1 c: C i� A R'C; P'�!N_:. E 2 BAFFLES, PIPE. f'�RAVFI , OR CRUSHtED STONE AS 3ACKFl4- AROUND THE PIP NI!ATFRIAL. AROUND THE PIPE SP€Li_WAY IN 4-INCH LAYERS AND5, WHEN USi P"j- HF TrJP OF THE T PIPE TO AT :EAST THE SAME DENS,' !' A-' -1-I F AND AROUND HE M _AS RE- 0) CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE I 7S FOUND-KIION WHEN COMPACTING UNDI THE PIPE H'AUN!_"-S. G. '01 4� P 'O R 0 S MA7ER:k F� - I , "4 f A " op FOR ; V1 D;Trm O2 FEET COMPACTED BACKFILL OVER THE PIP_ -T; RITf-N R1I -IAP P IN 7HAN' F CROSSING IT AIIII CONSTRUCTION EQUIPMFNT. IN NO CASE 161 E � A'TACH I C R'A I i H ZIP TFS, �IL TRENCH THROUGH 'I"! - I E D AM L PE CONDOIT BE INSTAU ED BY CUTTING A W:R--, OL� 'STAiI K V ENT IS COMPLETE. H' SKIMIM R FOLOWING THE MAI UFAC'TUR ER INSTRUCTIONS, 0 R 7. THE. 307- :')M A N� A TREN": 1 OR P!NNED WIT - 8 1, 1. "S SEM9LED SKIMMER ON THE R07FOV Or' THE BASIN WITH Tk THE INLET OF THE BARREL PIPE, ATTACH THE FLEXIBLE JCIINII T'� 10 I+%7 C BASIN. F: ANO POSIT:ON THE SKIMMER OVER TliIE. EXCAVATED Dq 0. SURE TO ; ATTACH A ROPE TO THE SKIMMER AND ANCHOR 'IT TO, TI-I MAIN N AN 'C E T S S D E ':�ASINIL DIIS WILL BE USED 10 PULL THE KIVIMER TO THE 1' . OF THE SPILLWAY IN UNDISTURBED SOIL TO THIF I' is EC 1 BAl L: FS ;�LT 1 MAKE ANY- �XkIT Pn�SI_DL.E. THIE ACHIEVEMENT OF PLANNED I- EVA-71ONS, GRADE p E D IL: R F 7) �jI A.DT!, ANIU ENTRANCE AND FXIT CHANNEL SLOPES ARE CR,TICAL TO rE') MAIN- IN AI. 7: C,'- A BAFF E Rr� Ir'N OF THE SPILLWAY. THE SPILLWAY SHOULD BE L[NEO A IE'D PLAsi Ic - OR GEOTEXTILE FABRIC. THE FABRIC VUS' E I.' NAT DF I TLAR, COV 17 OR0,MPT" ON:` TO I T'� IN D, COVER THE BOTTOM AND SIDI AND EXTEND ONTO F _1 THE.. EDGES MAY BE SECUREA.1' TL :AM.-- FOR ANCHORING IN A TRENCH. T "N' V�Et�CVc r 3 AGEQUA E P; OR P NS� THE FABRIC MUST BE 'ONG ENOUGH TO EXTFND D C VI N SFr R A G E �!O \E f P AN�X!T ONTO STABLE GROUND. TF WIDTH OF THE FABRIC 'E'E S. ' E r7 F ABOUT. INdr)'NFT) OR 07HFRWtSE 'WATER CAN GET UNDER SPi ICED ;HE S E D dk!l F N 7 P 7 DEPTH, ;'_NC: I OF THE FABRIC, IS jNSJFFICIENT FOR THE ENTIRE C, -:L:ZED, WAY: 'A `iP'l E SECTIONS, SPANNING THE COMPLETE WIDTH, MAY .9 E I FTE As BE REMIOVE S:KON'S' SHQU�_D OVERLAP T�iE LOWER SECTION(S) SO THAT \IMATER 11 ) ALL EARF: E IM A, R.A'-.'-. 'GRADE, IL?,'�! N THE AREA TO k ;JNIDE.-R 'THE FABRIC. SECURE THE UPPER EDGE AND SIDES (�F AND r I A I 7, �.NC-; WI f H STAPLES OR PINS (ADAPTED FRCM "A MANUAL FcIR LNSF"LLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEB Y, & SON 1R3E VVA7ERTE BASIN IN A To PREVET DRAP'7 RAFF:�..E NIA" ')PE RAINS OR DIVERSIONS WIT- OLITI FT PROTECTION TO DIVER ,RAP' SU, D -HANrl S AND ` '(-'7 J L TO THE UPPER EN AIN WA D OF THE POOL. AREA TO IMPROVIE BASIN A-, AND r)N 4' VAX, RI:N-'Crr- CONTROL MEASURES AND CUTLET 7 �AT T, S TU R AREA S CONS71 Rj C 7-HE STRUC.-I-IRE 0 T.4. H.- ID R AREAS. COMPLETE r: L J R7 SURFACE WAT AWAY FROM BARE -�l 'rlj�7 F AREA. EA IS CLEARED. STABILIZE THE EMERGENCY Sr 1,7 AREAS ABOVE THE CREST OF THE II A OIHER DISTURBED -NCES� t 4 1-: . . . . . ..... J�E '0A IVIMEDIATELY AFTER CONSTRUCTION (REFER SURFA� �m c� 3 ,--`- ;T; RAS SPrCID IN PRACTICE6.65, POROUS BA'.7 Ai-:_ -'IMFNT-PRCDIJCINC AREAS HAVE BEEN PERVANFN7I.y HE STRUCTURE AND Ai L THE UNSTABLE SEDIMENT. 'AREA _10 BI.-FIND WITH THE ADJONING AREAS AND STABILIZE `,,'ROPERLY SoURFACE STABILIZATION), ,E MAINTENANCE C APING I-AN-S, 'TA- j" CKLY ND Fl I EACH c��N'-_:C ..L_ImE.NT BASINS AT LEAS VII E E. A A IF :N('H OR GREATER) PAINFALI- EVENT AND REPAIR IMMEDIATELY. f DIMII�NT AND RESTORE THE OAStN 70 ITS ORIGINAL DIMENSIONS WHEN J ONF-HALF THE HEsC: T OF THE FIRST BAFRLr PUI 1. F: �3E_" I? TC; ONE SIDE 80 THAT THE 11-DiMENT UNDERNEATH IT CAN BE P EXCAVATE' -1 HE SEDIMENT FROM THE. ENTIRE BASIN, NOT T D 0 R T-9F_ FIRST CEL I . MAKE SURE VEGETATION GROWING IN THE vu?T(3M DOWN THE DO S NOT H&-D S I THEY ARE DAMAGED. REF -ANCHOR THE BAFF1 ES il h I A 7.1 NEATH OR AROUND THEM. SKIMMER NOTE: SKIMMER MUST FLOAT ON TOP OF WATER TO WORK PROPERLY. CONTRACTOR SHALL VERIFY THAT THE BARREL LENGTH WILL ALLOW SKIMMER TO FLOAT AT EMERGENCY SPILLWAY ELEVATION. OPENING FOR WATER ENTRY FLEX,.,. - ------ OUTLET END CONNECT TO OUTLET PIPE OR RISER. REFER TO TABLE FOR REQUIRED DIAMETER VENT OPENING FOR WATER ENTRY FLOAT BARREL PIPE REFER TO TABLE FOR REQUIRED LENGTH. 5.0" SKIMMER WITH 4.0* ORIFICE DIAMETER STANDARD SKIMMER DETAIL (FAIRCLOTH) N.T.S. EXTEND 9 GAUGE TO BASIN SIDE OR INSTALL T-POST TO ANCHOR BAFFL E TO SIDE OF BASIN AND SECURE TO VERTICAL POST VARIABLE DEPTH SECURE BO'710M OF BAFFLE TO GROUND WITH 12" STAPLES AT 12" MAXIMUM SPACING MATERIAL FIGURE 6.65b COIR FIBER BAFFLE DETA IL !S CLOGGED W;!TH TRASH AND THERE IS WATER IN THE BASIN, tip` CROSS SECTION OF A POROUS BAFFLE IN G C N THE ROPE WILL MAKE THE SKIMMER BOB UP AND -DOWN Ar,D ) _L5RLS AND RESTORE FLOW. IF THIS DOES NOT WORK, DULL T;4 A SEDIMENT BASIN.E CHECK 'HE SIDE OF THE BASIN AND REMOVE THEDEBRIS. ALSO _DE. TH',`.. SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE AJ?V OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED or . . .......... . CLEARED WITH A PLUMBER'S SNAKE OR BY -FLUSHING AND RE -PLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. E "-B R:I C- LJINE'D SPILLWAY FOR DAMAGE AND MAKE ANY RFOUIRF f:lAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE 'a_1 PIPING A AND SIT I 1EMENT. MAKE ALL NECESSARY REPA'RS ; REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND VVEA'HER (,AN RESULT IN !--E FORMING IN THE BASIN. SOME SPAl_ I"NS S'H.010:j,_.D BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER cROM ' N( f ES: R FAE,I_!'7AT�� IN OFSITEI , RESTORE "T'ORE PION0 TO DE:S:GN SIZE AND SHAPE. 4 NORMAL POOL AND SEED WITH MIX C: 111. c SIDE SLOPES N. D 24% BERMUDA, 20% FESCUE, lrj% CREEPING RED -r-Sr-U-, A S'CFLF, Al A RATE OF 23 POUNDS PER, 1000 SF. -,HELF: CONTRAC7OR SHALL INSTALL EQUAL NUMBERS OF HE S 7P SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. D IHtN in, FEET OF THE L7 , '2j.-P';. Nir, PLANTS SHAILB_PL A7 T F VE-kYETATI, �V ED SHELF SIHALL BE PLANTED WITH SHALL(AN WA71"E'R OF '3' DIVERSE" ',31PIECIES, SEE TABLE. [7ATED SHE: F S.-ALL BE' PLANTED WITH SHALI.OW LAiN' V a L L: N3; DIVERS, SPECIES, SEE TABLE. :V T) (;HFLF SHALL BE PLANTED %AI PL 1'1 2 AT _U"I OR POTS " A CHCKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF E SHALL BE PLANTED. iVdT IS ABOVE THE PFRMANIENT POOL ELEVATION. THtE D_JP!_;'ll S T DETERMINF THE AMOUNT CrF -Nio-1 SF IN THE CALCULATION , I S-jWT. i S-r , THE POND OUTLET RUCTURF IS SIZED FOR '-HE FXTPA LES, ED WITH A ED SIIjli� F SHALL BE PLANT' MINIMUM OF THREEDIVERSE - .1 - I.; -_R - L `: � : 5, - NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLAN: S AREA. A'.. N!"'T 10 BE PLANTED IN OR AROUND POND. AT :_t WATER ..PLANTS APPROVED SHALLOW LAK PLANTS... ..... ..... SWAMP MILKWLLD i TA: N QUILL SEDGE �,I �7 'URTLEHEAID 'WARE OE PYE WEED JOE PYE WEED c A�RIJ%m SPOTTIED TRUMPETWEED WEED WILLOW SCARLET ROSE MALLOW HALBERDLEAF ROSEMALLOW SEASHORE MALLOW C RDINIAL FLOWER CA LONIGI EAF LOBELIA L BULRUSH GREAT BLUE LOBELIA ARE. PULRUSH STARRUSH WHITETOP NARROW PI_UMEGRASS 'RIASIE N FIl. EAR TIiEN 7' WTH STABI: SPILLWAY I-. t, 1 1 A SEDMEN` 9A3N. THE FLOW IS DISTRIBUTED EVENLY �O REDUCE FLCW RATES AND TURBULENCE, RESULTING JVj Im. T RE TLNT:(N. TOP=34.5C' ;,EA _ET STRUCTURE DETAIL 'IPC CONTINUES )UTLET LOCATION SKIMMER SEE DETAIL CONNECT SKIMMER T_- OJTLET ORIFICE. REMOVE SKIMMER ANC RETURN BASIN AND OUTLET STRUCTURE TY STORMWATER DESIGN CONDITIONS @ CONSTRUCTION COMPLETION, TYPICAL SKIMMER SEDIMENT BASIN & POROUS BAFFLE DETAIL NTS NOTE: SEE GRADING PLAN FOR BAFFLE LOCATIONS. 1L 3 1 NOTE 1. BASIN, FRAME AND GRATE VARY IN NONESSENTIAL DIt 6 X 6' PRECAST CONC. 8) W/ KNOCKOUT PANELS ALL 4 SIDES #4 STEEL REBAR GALV. OR ASPHALT COATED) TACKWELDED AT 4' O.C. EACH WAY. LAID IN OR BOLTED DOWN TO TOP OF STRUCTURE 36" DIA. RCP OUTLET END OF PIPE INV. 30.00' ATTACH SCREEN GALV. LAG & WE ANCHORS 12" x 54' WEIR NI 31.65' 1/ 2" OPNG. GAL' ALUMINUM EXPAN METAL SCREEN 4" I.D. iNLFTI PIP GROUT IN PLACE INV. 31,15G' COMPACTED S CRUSHED STONE. PLAN SECTION ELEVATION DETENTION POND 6 OUTLET STRUCTURE N.T.S, 5' WIDE CLASS B GRANITi" RIP -RAP AT 30.50' TEMPORARY POOL = 31.65' NORMAL POOL = 30.50' TOP BOX 34,00' 12' x 54" WEIR 31.65' DOT. & IN!L R.50' FOREBAY BERM TOP= 31.50' FOREBAY BERM WEIR= 30-50' FOREBAY BOTTOM 0 EXIT= 27.00' 1 F. z 0 _j _j < V) V) z LLJ o 1- D 1`3 0 < C14 0 m m TOP=34.50' 3 TEMPORARY POOL= 31.65' NORMAL POOL= 30,50' _rRANrF= ?r, rn' 2 FOREPLAYROTTOU CM FIN BOTTOM = 26,00' =j 1- 2 FOREBAY VEGETATED SEDIMENT REMOVAL ELEV.= 27,50' SHELF POND I BOTTOM.=30.50* 2:1 1 2:1 OP=31.50' SIDE SLOPE SIDE SLOPE. VEGETATED SEDIMENT REMOVAL ELEV.= 26.50' AT 3 o 5o, POND 6 CROSS SECTION NTS Z5 I UHMVVA I t-H TUNU b UL I AIL NTS POND LEGEND: TOP OF POND/BERM SHALL BE PLANTED WITH NON -CLUMPING TURF GRASS. TREES AND WOODY SHRUBS SHALL NOT BE ALLOWED. BERMUDA GRASS SOD SHALL BE PLANTED ON THE MAINTENANCE SHELF/BERM, OR THE BERM MAY BE MATTED AND SEEDED WITH BERMUDA GRASS SEED. . . . VEGETATED SHELF (31'-32') 4� + ER 50 PLANTS P.- 200 SF. PLANTS ARE TO BE EVENLY DISTRIBUTED AND SPACED AT + 2' ON CENTER. rER. PLANTS ARE TO BE SWAMP MILKWEED, SCARLET ROSE MALLOW, AND NARROW PLUIMEGRASS. POND SLOPES ARE TO BE PLANTED WITH PERENNIAL TURF GRASS -HYBRID BERMUDA GRASS, POND SLOPE PLANTINGS SHALL BE EITHER SOD (BERMUDA GRASS) OR OR MATTED AND SEEDED WITH BERMUDA GRASS SEED- ECEIVE BY: z _j 0 X cc Z 0 w 0 Z 0. Z Z U) .3 Z CL a ° �c � uj (n U) "Z z z cn Lu D =3 GC m r < Lu z 0 u (--. t cl co k rl f,. N > 14 r7l co 7 c, — �7 4 61 In- Licence #(:-3641 1 141 DES. JPN CKD. JPN DRYM, ZAC DATE 03/30/20 C A sJ�clp CO. r lylLLl'P C7 �'�l•�_ -A�-At 1,iL± a_....:: _ 3_.uts'.!r'1L •3:1'i.'•l _a�'� �..y-_..:� SKIMMER BASIN CONSTRUCTION SPECIFICATION BAFFLE CONSTRUCTION SPECIFICATION SKIMMER NOTE: SKIMMER MUST (FLOAT ON TOP OF 1, CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE WATER TO WORK PROPERLY. AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC TO SIDE, CONTRACTOR SHALL VERIFY THAT MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE THE BARREL LENGTH WILL ALLOW MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT 2, INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP SKIMMER TO FLOAT .AT EMERGENCY CONTROL MEASURES BELOW BASIN B5 NEEDED. (PRACTICE 662SEDIMENT FENCE). SPILLWAY ELEVATION. 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY ., VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL 3, STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE OPENING FOR WATER ENTRY FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER BERMS. OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER. 4. PLACE THE BARREL (TYPICALLY 4--INCH SCHEDULE 40 PVC PIPE) ON A FIRM, 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. FLEABLE JOINT-•-h SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND 5, WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE MEASURE TO PREVENT SAGGING. ADJACENT EMBANKMENT, CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CON!ACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. 6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, OUTLET END SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM WIRE, OR STAPLES. CONNECT TO OUTLET AFTER THE EMBANKMENT IS COMPLETE. PIPE OR RISER. 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER INSTRUCTIONS, OR 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH REFER TO TABLE FOR AS DESIGNED. OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES, REQUIRED DIAMETER 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO 8, DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE MAINTENANCE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR OPENING FOR WATER ENTRY BARREL PIPE REFER TO TABLE FOR REQUIRED LENGTH. 6.0" SKIMMER WITH 5.3" ORIFICE DIAMETER MAINTENANCE. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY STANDARD SKIMMER DETAIL (FAIRCLOTH) 7, EARTHEN SPILLWAYS ---INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE REQUIRED REPAIRS IMMEDIATELY. GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, N.T.S. DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. WITH LAMINATED PLASTIC OR IMPERMEABLE GEQTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN H N THE E STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE OCLEAN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE GRADE, AND STABILIZE IT. EXTEND 9 GAUGE TO FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM AA MANUAL FOR BASIN SIDE OR INSTALL IT DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, -POST TO ANCHOR 1999, 1. W. FAIRCLOTH & SON.). BAFFLE TO SIDE OF 8, INLETS -DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. DRAPE BAFFLE MATERIAL OVER WIRE- --,, BASIN AND SECURE TO USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT STRAND AND SECURE WITH PLASTIC TIES VERTICAL POST SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN AT POSTS AND ON WIRE EVERY 12" 4' MAX. -� TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION. 9, EROSION CONTROL -CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA —I VARIABLE DEPTH IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE 9 GAUGE MIN. HIGH 3' MINA — EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY TENSION WIRE STRAND EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE SHALL BE SECURED. PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE TO POST TO SUPPORT = 11 _ _ = SECURE BOTTOM OF BAFFLE TO WITH 12" STABILIZATION). BAFFLE MATERIAL GROUND STAPLES AT 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. BAFFLE MATERIAL 12" MAXIMUM SPACING 11, AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT -,----7-BAFFLE MATERIAL SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION). * IF THE TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A 11 GAUGE MAINTENANCE PERMANENT STORMWATER BASIN LANDSCAPING OF GREATER DEPTH, THE BAFFLE STAPLE INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT HEIGHT SHOULD BE BASED ON — (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. THE POOL DEPTH DURING USE AS A TEMPORARY SEDIMENT BASIN. — III = II III REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL NOTE: INSTALL -HREE (3) COIR FIBER BAFFLES THE SKIMMER TO ONE SIDE 80 THAT THE SEDIMENT UNDERNEATH IT CAN BE IN BASINS AT DRAINAGE OUTLETS WITH A EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND SPACING OF 1/4 THE BASIN LENGTH. TWO (2) THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM COIR FIBER BAFFLES CAN BE INSTALLED IN OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. THE BASINS LESS THAN 20 FT. IN LENGTH REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER WITH A SPACING OF 1/3 THE BASIN LENGTH, IS FLOWING UNDERNEATH OR AROUND THEM. FIGURE 6.65b COIR FIBER BAFFU DETAIL, W THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, CROSS SECTION OF A POROUS BAFFL.F IN USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE A SEDIMENT BASIN. SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED, IF SO REMOVE THE DEBRIS, IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY -FLUSHING WITH INLET ZONE -- 25% OF SURFACE FIRST CHAMBER OF SURFACE AA AREA SECOND CHAMBER VARE OF SURFACE ARE WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. AREA CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND 5' CREST WIDTH POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. INFLOW STRUCTURE > > > m m m TENTION POND NOTES: UPON STABILIZATION OF SITE, RESTORE POND TO DESIGN SIZE AND SHAPE. 2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF 20% CARPET GRASS, 24% BERMUDA, 20% FESCUE, 10% CREEPING RED FESCUE, AND 24% RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF. 3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES. GROUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15 PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET STRUCTURE. 4. BOTTOM HALF OF VEGETATED SHELF SHALT. BE PLANTED WITH SHALLOW WATER PLANT SPECIES, A MINIMUM OF (3) DIVERSE SPECIES, SEE TABLE. 5. TOP HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW LAND PLANT SPECIES, A MINIMUM OF (3) DIVERSE SPECIES, SEE TABLE. 6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT 24"-36" O.C. IN A CHECKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE PLANTED. 7. THE MEASURED SHWT IS ABOVE THE PERMANENT POOL ELEVATION. THE DUPUIT EQUATION WAS USED IN THE CALCULATIONS TO DETERMINE THE AMOUNT OF INFLOW FROM THE ELEVATED SHWT. THE POND OUTLET STRUCTURE IS SIZED FOR THE EXTRA INFLOW PER NCDEQ RULES. 8. THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SF OF SHELF AREA. 9. CATTAILS ARE NOT TO BE PLANTED IN OR AROUND POND. APPROVED, SHALLOW WATER PLANTS APPROVED SHALLOW LAND PLANTS SWEETFLAG SWAMP MILKWEED WATER PLANTAIN QUILL SEDGE WATERPOD WHITE TURTLEHEAD BLUE FLAG IRIS DWARF JOE PYE WEED SOFT RUSH JOE PYE WEED ARROW ARUM SPOTTED TRUMPETWEED PRIMROSE WILLOW SCARLET ROSE MALLOW PICKERELWEED HALBERDLEAF ROSEMALLOW DUCK POTATO SEASHORE MALLOW BULLTONGUE CARDINAL FLOWER LIZARD'S TAIL LONGLEAF LOBELIA SOFT STEM BULRUSH GREAT BLUE LOBELIA THREE -SQUARE BULRUSH STARRUSH WHITETOP WOOLGRASS NARROW PLUMEGRASS GIANT CUTGRASS RIPRAP OR SLOPE DRAIN EARTHEN EMBANKMENT WITH STABILIZED SIDE SLOPES EMERGENC SPILLWAY TOP=34.50' OUTLET ZONE 25% OF SURFACE AREA OUTLET STRUCTURE SEE DETAIL SD PIPE CONTINUES TO OUTLET LOCATION SKIMMER SEE DETAIL CONNECT SKIMMER TO OUTLET ORIFICE. REMOVE SKIMMER AND RETURN BASIN AND OUTLET STRUCTURE TO STORMWATER DESIGN CONDITIONS 0 CONSTRUCTION COMPLETION. POROUS BAFFLES IN A SEDIMENT BASIN. THE FLOW IS DISTRIBUTED EVENLY ACROSS THE BASIN TO REDUCE FLOW RATES AND TURBULENCE, RESULTING IN GREATER SEDIMENT RETENTION. TYPICAL SKIMMER SEDIMENT BASIN & POROUS BAFFLE DETAIL NTS NOTE: SEE GRADING PLAN FOR BAFFLE LOCATIONS. POND LEGEND: TOP OF POND/BERM SHALL + + + VEGETATED SHELF (31'-32') , POND SLOPES ARE TO BE BE PLANTED WITH +*+++++ 50 PLANTS PER 200 SF. �� ,� PLANTED WITH PERENNIAL NON -CLUMPING TURF GRASS. +++++++ PLANTS ARE TO BE EVENLY ��`��,' TURF GRASS -HYBRID TREES AND WOODY SHRUBS + DISTRIBUTED AND SPACED AT , BERMUDA GRASS. POND SHALL NOT BE ALLOWED. +++++++ 2' ON CENTER. PLANTS ARE ��,�� SLOPE PLANTINGS SHALL BE BERMUDA GRASS SOD SHALL + TO BE SWAMP MILKWEED, EITHER SOD (BERMUDA BE PLANTED ON THE SCARLET ROSE MALLOW, AND GRASS) OR OR MATTED AND MAINTENANCE SHELF/BERM, NARROW PLUMEGRASS. SEEDED WITH BERMUDA OR THE BERM MAY BE GRASS SEED. MATTED AND SEEDED WITH BERMUDA GRASS SEED. NOTE 1. BASIN, FRAME AND GRATE VARY IN NONESSENTIAL DIM 7' X 5' PRECAST CONC. Bi W/ KNOCKOUT PANELS ALL 4 SIDES #4 STEEL REBAR �GALV. OR .ASPHALT COATED) TACKWELDED AT 4 O.C. EACH WAY. LAID IN OR BOLTED DOWN TO TOP OF STRUCTURE mm ATTACH SCREEN GALV. LAG & WE ANCHORS 12" x 54" WEIR NV. 30,25' 1/2" OPNG. GAL' ALUMINUM EXPM METAL SCREEN 6" I.D. INLET PIP GROUT IN PLACE I NV. 29.50' COMPACTED S CRUSHED STONL. SECTION _ELEVATION DETENTION POND 7 OUTLET STRUCTURE N.T.S. DECORATIVE FOUNTAINS ANY PROPOSED DECORATIVE FOUNTAINS MUST COMPLY TO THE FOLLOWING GUIDELINES: 1. THE FOUNTAIN SHOULD DRAW WATER FROM FEWER THAT TWO FEET BELOW THE PERMANENT POOL TO AVOID RESUSPENDING SOLIDS. 2. SEPARATED UNITS (WHERE THE NOZZLE, PUMP AND INTAKE ARE CONNECTED BY TUBING) SHOULD BE USED ONLY IF THEY DRAW WATER FROM THE SURFACE IN THE DEEPEST PART OF THE POND. 3. THE FALLING WATER FROM THE FOUNTAIN SHOULD BE CENTERED IN THE POND, AWAY FROM THE SHORELINE. 6:1 __+ VEGETATED SHELF - BOTTOM=29.50' TOP-30.50' 2:1 SIDE SLOPE TOP BOX 32.00' 12" x 54" WEIR 30.25' BOT. & INLET 29.50' -FOREBAY BOTTOM @ EXIT= 26.00' TOP=34.50' Ii I� 5' WIDE__j 1 CI:.ASS B GRANITE, =! I'- - 3 TEMPORARY POOL - 30.25' RIP -RAP r „ E- IEM - 5, NORMAL POOL = 29.50' POR6& Pool AT 29.50 = I I `- --- - NORMAL POOL= 29.50' FOREBAY BOTTOM ® ENTRANCE= ' E3Df1, = 25 OLY I i 6' 2 FOREBAY I POND fi l€ SEDIMENT REMOVAL ELEV.= 26.50' 2:1 SIDE SLOPE — m - SEDIMENT REMOVAL ELEV.= 25.50' POND 7 CROSS SECTION NTS _ VEGETATED SHELF AT 29.50' STORMWATER POND 6 DETAIL, NTS lip r I a i Z E „J 0 I a 0 N 0 W 0 Z � �a Z J z 0 i 1111.1� O Z Z Z i m m z o � U00 z� Z V�I� 0 c� U M U f ! I i � ,F ;I ! I ii I J,(a> g Z N x 4.4 .� d � G x w � w a z r H z ?U c<j Z � zo.,, o ozr4 I Licence #C-3(41 ' 191A� DES. JPN l CKD. JPN [ DRWN. ZAC �I I DATE o 1 / �3/�o LLIp o�`�', AN ECEIVE C7-.1BY: hi'.r �i1,J •� i��``'� , r r� I. Tr `,Fs T ;r v r }. jti` % [ � � i4,. � ' I . 1 �' i r ! , i , f �{ . �4 k� �� y,•'� 1 � W '' ��' ! i �'i `' I ' � .1 L Ii I '' S 1 TE Z OS VICINITYMAP I N.T.S. I "mm" OF Mw"m BUILT-upm AREA NLAwmn BMT-UPON NORTH BALFOUR DRIVE MOLAGA 823 CHESTERFIELD DRIVE 2.93 PENNINGTON DRIVE 1.89 OGLETHORPE DRIVE 1.15 COLIRTLAND PLACE 0.68 COLLETON PLACE 0.38 FORDHAM DRIVE 0.31 PICKENS PLACE 029 WENDOVER PLACE 026 ACKLAND PLACE 026 PICKNEY PLACE 0,22 GAOSEN COURT 0.19 TOTAL 16,71 727,993SF SIDEWALK /WALK PATHS 322AC 140,301 SF ('"INCLUDES AMENITY WALKS & CONCRETE POOL DECK'") PHASE I SMALL LOTS (146 LOTS) LOTS 8=-W9 0 SM SFA.OT 18.99 AC 740,000SF PHASE I LARGE LOTS (40 LOTS) LOTS 441-480 0 7.500 SF/LOT 6.89AC 300,000SF PHASE 2 SMALL LOTS (202 LOTS) LOTS 970-1170 & 1183 0 5000 SFA.OT 23.19 AC 1,101,000SF PHASE 2 LARGE LOTS (89 LOTS) LOTS 481-509 a 7,500 SFA_OT 15.32AC 667,500SF PHASE 2A SMALL LOTS (13 LOTS) i.,Q-6060 SFAoT 1.49AC 66,000SF PHASE 2A i wll r CENTER BtmLmGs, 0.19AC 8.385SF PARKING & DUMPSTER (INCLUDES FUTURE LOT) 0.66AC 28,1 85SF .(-WALKS &CONCRETE POOL DECK INCLUDED IN SIDEWALK/ WALKING PATH INVENTORY-) PHASE 1, 2, & 2A TOTALSm "AGAC 3,887A4SF MISCELLANEOUS FUTURE REMAINING ALLOCATIONS FUTURE AMEMTY AREA 1.70AC 74,000SF FLITLIRE hALTI-FAMILY TRACT "A" 2325AC 1,012,787SF SEE ALLOCATION BREAKDOWN FUTURE MULTI-FAWLY TRACT 'W 20.35AC 886.448SF Q RIGHT OF SHEET TOTAL 45.42AC 1,978.233SF BASIN -E' (OFFSITE SP & ROAD) 321AC 139,61 0SF TOTAL PROPOSED PROJECT suoo 133.18AC 5A800AMF TOTAL PROJECT AREAw 341.18AC PROPOSED PROJECT BUM 133.18AC % 011PIMIOUSm 39A*% %OF_F-%01 I I. 14nr.M BASIN vvEvv TO POND #4 MULTI -FAMILY TRACT "All TOTAL AREA: 36.40 AC TOTAL FUTURE BUA: 1,012.787 SF/23.25 AC (FUTURE MULTI -FAMILY TO POND #4) 119,185 SF/2.736 AC 0 Cr U 12 z Z in 0 z I J rn a W CL 0 0 z Ld a 0 o Lu m . uj.. Lu: - 0 m tn Z.. Z Z. , CL CL uj U) ui SCALE: 1 300' _m Emrmw 0 300 600 900 Licence #C-3"1 9%& DIM. JKB Cm JPN I ORM EDB IDAIE 01/17/19 1 MASTER PLAN Ae,'/'* SITE IMF scy00 u5� VICINITY MAP N.T.S. 7F � SB -3 \/ BSB —SB S�` SB� SB SB S� SB ! S SB SB --J 10 BF 0 � BF la--B� 0 -$F- � BF -- 10 BE-10 BF 10 BF 10 BF 10 BF ADC ..,.� .... .. .«.. � -� �... .��. — — ------'-— � — — � — -- •..r.� X z- o�a� J o z °` .j o ~ J . �L o z Q Y= _ Z W o N o 0 W.. 00 m 0 Z z a - a � Z �R V Z Z 0 W a V � z. o, o a 0 3 Z 3 Z a c o C'3 = m In NOTE: STORMWATER GOES TO POND 04. WITH THIS ADDMON THERE IS 4,762 SF OF FUTURE IMPERVIOUS ALLOCATION REMAINING. NCDEQ STORMWATER PERMIT #SW8 031026 MODIFICATION. LEGEND •� «•• PROPERTY LINE �--'• - - - - RIGHT OF WAY — — — --- --38— — -- — EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED FINISHED GRADE 10 BF 10' BUFFER SB SB SETBACK L 0 D uMITS OF DISTURBANCE T S F TEMPORARY SILT FENCE o do>n �Acv ac��z W � �C/) z� � V.M N N � Q r p� U co0.� azs V. x� C� P-1 w w o � zw x �z N w z Vd� z z� 0 zz 0 0 ��a Licence #C-3641 18106 ors. JKB Cam. JPN orewK EDB DAN 01/17/19 Rp nnirk 'L0 SCALE: 1 " = 201 ff! NEW 0 20 40 60 C1 r � _. --. ,_ __,.. '__ �..�..... .. .. .., ... .�_. ., .lri ,_.:,.,��'FL�'{,f1.�t�•�!_':�:'.�1'��`�eC{i1..1..''•1��i ..�=._i '. STEEL POST WIRE MESH FOR STANDARD FABRIC 14 GA o ? STANDARD OR EXTRA STRENGTH MESH FOR I m m FILTER FABRIC 7ARD FABRIC i N DIRECTION OF WATER FLOW `--ANCHOR FABRIC SKIRT �I MIN. 8" DEEP & 4" WIDE. iv NOTES: 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. TEMPORARY SILT FENCE NTS TEMPORARY SILT FENCE MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE: FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SITE AREA DESCR PERIMETER DIKES, SWALES, DITC HIGH QUALITY WATER (HQW) ZOI SLOPES STEEPER THAN 3:1 SLOPES 3:1 OR FLATTER ALL OTHER AREAS WITH SLOPES TEMPORARY/PERMANENT GRASS SPECIFICATION I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL LIME: 45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW do HAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE do MESH AS PER MANUFACTURER 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION. AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLAITING SEASON, IF POSSIBLE. IF GRASS STAID SHOULD BE OVER 6OX DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE. TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 207E CARPET GRASS 24% BERMUDA GRASS 20X TURF FESCUE 107E CREEPING RED FESCUE 24X ANNUAL RYE GRAIN *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 85X. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7 TO 14 DAYS OF THE COMPLETION OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE. NPDES STABILIZATION TIMEFRAMES PTION STABILIZATION TIMEFRAME EXCEPTIONS HES AND SLOPES 7 DAYS NONE IES 7 DAYS NONE 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER 2:1 14 DAYS ARE ALLOWED 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SEEDING MIXTURE SPECIES RATE (lb/acre) RYE (GRAIN) 120 SEEDING DATES MOUNTAINS - AUG. 15 - DEC. 15 COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15 SOIL AMENDMENTS FOLLOW SOIL TEST OR APPLY 2.000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REPAIR AND REFERTILIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH 50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (lb/acre) RYE (GRAIN) 120 ANNUAL LESPEDEZA 50 (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES MOUNTAINS - ABOVE 2,500 FEET: FEB. 15 - MAY 15 BELOW 2,500 FEET: FEB. 1 - MAY 1 PIEDMONT - JAN. 1 - MAY 1 COASTAL PLAIN - DEC. 1 - APRIL 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER. MULCH APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 987E OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED e" AND COMPACTED TO AT LEAST 987E OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTMS I D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 1007E OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 987E OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION. IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY RICK THOMKINS AND PROVIDED BY OWNER. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 14. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 15. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. EROSION CONTROL NOTES AND MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF -INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF --FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. LAND QUALITY REQUIRES 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH QUALITY WATER (HOW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTVITY. ALL DTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. I I ?n- rn roi Z O .J ` NU W owe N Z Z H W a N Q J fr O Z I ! � � cr)ul N Z V Z cc O I I � W "L a a � Z Z Z 0 w a v N a Y Y J z v v Q O 3 3 a z z W 2 m CC CC m m R o z �0� A �7 U p, z W � � z z ] O N M O M N � V� �zs O ZW a Z x zr. w z �y Z Ln W '0 V `� zM HOo c. zw O .40 cl ss, I3c!nce #C-3Cr41 18106 am JKB 0 CD. JPN Dff*L EDB DATE 01 / 17/ 19 -' RO 1V tr/�• •_+r 'Qgo I KO siTE o do �P GSF S �10SQx z 0 z s a � uS__131 VICINITY MAP N.T.S. SUMMARY OF PROPOSED BUILT -UPON AREA ROADWAYS BUILT. UPON AREAfAC.I NORTH BALFOUR DRIVE 8.23 CHESTERFIELD DRIVE 2.83 PENNINGTON DRIVE 1.89 OGLETHORPE DRIVE 1,15 COURTLAND PLACE 0.68 COLLETON PLACE 0.38 FORDHAM DRIVE 0.31 PICKENS PLACE 0.29 WENDOVER PLACE 0.28 ACKLAND PLACE 0.26 P3GKNEY PLACE C.22 GADSEN COURT 0.19 TOTAL 16.71 727,9935F SIDEWALK I WALK PATHS 3.22AC 140,301 SF ("INCLUDES AMENITY WALKS & CONCRETE POOL DECK -) DEVELOPMENT PROJECTS PHASE 1 SMALL LOTS (148 LOTS) LOTS 822.969 Q 5000 SFILOT 15.99 AC 740,000SF PHASE 1 LARGE LOTS (40 LOTS) LOTS 441.480 2 7,500 SFILOT 6.89AC 300,000SF PHASE 2 SMALL LOTS (202 LOTS) LOTS 970-1170 & 1183 (M 5000 SFILOT 23.19 AC 1,101,000SF PHASE 2 LARGE LOTS (89 LOTS) LOTS 481-569 @ 7,500 SFILOT 15.32AC 667,500SF PHASE 2A SMALL LOTS (13 LOTS) LOTS 1171-1182 & 1184 Q 5000 SF/LOT 1 A9AC 65,OOOSF PHASE 2A AMMENITY CENTER BUILDINGS 0.19AC 8,385SF PARKING & DUMPSTER (INCLUDES FUTURE LOT) 0.65AC 28,185SF ("WALKS & CONCRETE POOL DECK INCLUDED IN SIDEWALK/ WALKING PATH INVENTORY-) PHASE 1, 2, & 2A TOTALS- 84.65AC 3,687,3648F MISCELLANEOUS FUTURE REMAINfNGALLOCA71ONS FUTURE AMENITY AREA 0.65AC 28,31OSF FUTURE MULTI -FAMILY TRACT"A" 23.25AC 1,012,787SF SEE ALLOCATION BREAKDOWN FUTURE MULTI -FAMILY TRACT "B" 20.35AC 856.446SF RIGHT OF SHEET TOTAL 44.25AC 1,927,543SF BASIN "E" (OFFSITE BP & ROAD) 3.21AC 139,610SF TOTAL PROPOSED PROJECT BUA- 132.1 DAC 5,754,5178F TOTAL PROJECT AREA-- 341.1SAC PROPOSED PROJECT BUA-- 932,16AC %IMPERVIOUS= 38.72,A Vrr%01 I G m"Gm BASIN "E" TO POND #4 POND 5 a 0 0 m V) MULTI -FAMILY TRACT "All TOTAL AREA: 36.40 AC TOTAL FUTURE BUA: 1,012,787 SF/23.25 AC (FUTURE MULTI -FAMILY TO POND #4) 119,185 SF/2.736 AC MULTI -FAMILY TRACT "B" TOTAL AREA: 29.07 AC TOTAL FUTURE BUA; 886,466 SF/20.35 AC (FUTURE MULTI -FAMILY TO POND #1) 27,233 SF/0.625 AC (FUTURE MULTI -FAMILY TO POND #3) 734,601 SF/16.864 AC AMENITY AREA (FUTURE AMENITY BUA TO POND #4) 28,310 SF/0.65 AC LOTS PH I LOT #'S 441-480 7,500 SF BUA PH II LOT #'S 481-569 7,500 SF BUA ALL REMAINING LOTS SHALL HAVE 5,000 SF BUA APPROVED '1160- NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION G�- s�A-- 2U15 ECEIVE AUG 3 1 205 6Y:Sw IT/3102% SCALE: 1 " = 300' ommmomi 0 300 600 900 J V) 9 z a J CL w cc a w a z a m 0 z J a `w` W//r a W Z O Lu o� 0 W a. cc O F_ a uw J z O O a � UJ S Cr H a � o z ., QLLJ z Z a Z pJp� li �0�♦ 41 H a v U aT in in i z z W D _ CC In m ro U co10- (o • 0) d) r I M 00 W0) 0) WLi Z O X I W V7 F- H d- C) n O� I ONo U Li U Z Z W CIS L z 0 LaJ U_ O Z --� N m �:: Z 14027 DES. J K B CKD. JPN DRWN. EDB DATE 08/26/15 MASTER PLAN 1. _ _r: ..�.. t -.ice -.- __- - .- •-.- -. i'. ..� a r 1:..L _'_ all i_ SITE z y ,� GSF n� s �090 � scti z 00� a� Uri VICINTY MAP N.T.S. ti STORM WATER POND 4 FOREBAY C v PERMIT # SW8 031026MOD m W m > / n I W z a --_Af 0 _j ©C ' INV.- 24.Ot t a Q o SS9 -� — i U vy Z � ~ Q .�, w o Z o NORTH BALFOUR DR. —ssy �-- 1 z NW OPEN CUT &PATCH ssy i W J D(ISTiNG ROADWAY AS 's9 - in I NEEDED \TO INSTALL SD LINE �'`Sss _ _ I EXISTING b" PRES(iRE 0 0 0 l SEWER STUB OUT I (1 N aD:54'S5"L`:� " 71,., 4• •�J \ w '-;..... �1), V ey s� 3,''�E �� 1f S9 �149 I C(IR@ W SD �/IG t - - x I +� JUNCTION B0�` � 1 x"� 2 8w/ 1� T �• 4�1-_`_.7 pl ENSURE PROPER a z ° } 1 ,n �� p_ "`'w' ADA ACCESS AT / >' a x TOP 32.75 � � a,�a a � - "'�f O x �� 3 • �' '�(IF Ss.. ANY CROSSING i OD Q 0 Z / f / 1 '"� x ► 3�a ?sr TRANSITION FR I x / �`�� 1 /' �,� \ `'�so 1 x s x _ MATCH. �-. TYPICAL VALL � � .°' 1 I �� \ \ r — r `' , .. . • EXISTING B 70 AM NITIES W Q \ \\ $ \ ❑ —x� C(1gb.,� ", �,r� x Z`GRAD G�J SIDEWALK ~�.. 1 i 8 a a i0A>aT x e .�� r Z x CURB IN T I T Q 1NV- \ i �s *a te _,6t� �� TOP=32.15 z 30 I m CURB IN t ,.� x 20 INV =29.15 ``�_ / J o IX X x1 x ��/ IN 00 I �A�• \ \ 36 s� X �.r ,� fNV.� .3g I�13 �l f s 1 ` ~r iS. V �\ o ' 7 , yCL x iy ! x / j xui a w�J ,00 4t st s �f/ s 1 u t Q r NI,•�' -1J' 1 - x / / ~i 9y._ _ 7 \ J ..•^--„ter . ) ' ""_ 11111 I 1 / r_. - ,6\w �► x CURB INLET jI10 I j'��- SB � Ro TOP GRATE-32.25 1 ' ] xl �� / ��_ s _ 20-....__ ao BF - 20 >3F f I I 1 MV.-27.10 8 ` F i s ss / ' SB _ o `IV W t 0 o II II \ 9 / F O ,x` T / // / r ,,ru V wt °Q l / i t9 x� ` r� C .52.76y� s� �1'`h• e / �/ t Z 3� 3 II lI ssd SSA '� �,� j„� • � ' o '� / // �j� % COORDINA vw/ARQ TECHTURAL ; 4 4 �� we n, n3 Z un � . � W6 -q ° xis �'' +`1 3• /�� / / / / DRA IIIGS & CO IRM SIDEWALK I } !�, x, W V pd -o°} c�, / 15" RCP �- 4 S p _chit / 1 ,RTION w/CO RACTOR ENSURE i } } t Z Ctt // x `� rat " 'S�" 3.95 r ACCESS MEETS ALL ADA f, x .S } �, }� 00 rip REQUIREMENTS,� �' o ✓` SD V °m° V TEMPORARY } I + 4 / ) J ,s \ �� / % /�ti y�� / ..J'~ ✓ CONCRETE WALK TO -- FUTURE ;:� / i i> BE REMOVED DURING K . f f fI 1 1 �' x / , \� PARKING PHASE II CONSTRUCTION y PJTM II X /3s? `� / EXISTING STOCKPILE tr i /O\ ! = �` �� f TO BE USED FOR f x 1 ��'� _ ! FILL 8c BERM � j` r t 7 n 1 r / 1 X — m / �— 1�,/ x / jti, CONSTRUCTION \; ff h Q x `G \/, 3 __ ` \ / 1 r '`\ ! - X -",•5' ✓#j, j�, `l !n O x �{ ti I 3� _ �?� x -s�\ ON 1 / _ ",Y PyyE7 BqM�aHc ' ` 3� �, l� M 14l 11 i OATHS 00 41 II I II / 3s 1 I / - /� 4 9,��` \ \ >> 5 \' / l _ lid ' Y/ �s \��,�y / / r�z ,� 147 \ \ \ 7Y "i11� / �/ / i / ` �SE, y A �111 /►�,,, �` 0 iC �_ y' +tJ I ax3$ \ / / / — ! \ — u - h' S / , v V 1 l�--I = Q i 1 }/ so 1 1=- I —I o- LL I1 I1 / sus f ,) X �S�a 1 ti r1// / • + / 1 �~ l III 1 � p e;�US411 �B~ B _ -S } , SB .. SR- SB SB SB-" SB SB — SB SB / IAA _ / r _ f' !p BF 10 10 BF to 9� — -lt] B� -----� to BF 10 9E La BF La BF — la BF la BF x / 1.70 / I I 4 ! 1 I ) x �g •��( / I I R&L % \ P� 4 � 1 � / / YR ._ U x f �} � � � —f "Ju /' / / /I� � / ""'"""'�r •-•K �'\ \ -Z0� ,.-''_. : 1.. , TV �}rj `, f !1 4.i- V J Y) ` XJ z$r'F / I W / �� — _'� --J j `•7,{-.- -9�-..4_f.... �fl _ / r- i0 R�\.�",- � �p -►►iT"�---Ili � P7 k r' ' x \ >S.Up• A�� x ' .j / / >S.pp. K ��,. f._ ..�-�..•-- ..v. ,. fir- -V� C m .� i _ ` ! Mrra � �3 ui • RI �' , F- U .3s�a�� '�iS . '_' � 1 •. III � � + + \ � -.� r � `/ I ��A A ''UB �Co O � � � � Z � LEI X m Q _ �Y /S x - v x $�N , Cq °� X �6'�. x� / '! / o x� 9 :• 3g 2 1=^ ��r~I ' ._.A 4 \ 1 ur ( / 0) -j Z o y / ❑ D mw i L O D :J L W"Ms rira k... f : f a.nrrrrrrl L ..xmwz.,....__., / / '� �s,, its — s.Qyr / ro ' • ) } 11� c �� 7s — _ uv\ x / u x / ♦ / 7 �� f IlllflY'1�IIIII ) A"p �69,,, I I I I \ / x RELOCATE EXISTING BERM f y 1111 f I / \ 1 / / ' s TO REAR OF ALL LOTS & I / j I f / CLUBHOUSE ON REMAINING J / / / f•L I II I \ I ` / t 11 Act"' o°� COMMON PROPERTY. LEGEND X X / / // i ` ►�- �� > : ° Ip x.r, / uv & L g� ►flOR NOTES: — _ `T N 59•� I ( // s sg• / �, $ u HFfG WID 1. LOT S 970--1002 SHALL BE GRADED SO THE THEY DRAIN INTO RIGHT OF WAY ° / 6.7 h II f1I \ / ! AR' ' THE STORM DRAINAGE SYSTEM ALONG OGLETHORPE DRIVE. LIMITS OF DISTURBANCE ,.. w a<..: .: / // ► x�6 �= �x� o `�� + t 6.7 1 \ x 2. MATCH EXISnNG CURB TYPE & INLET STYLE FOR PROPOSED - - - - - -- PROPOSED LOTS ROADWAY CONSTRUCTION OF OGLETHORPE DRIVE. x '�- I i,; f h r f �� \ �s x10 BF 10' BUFFER fss ` � \ �' \ 3 3� EXIT INVERTS OF WASTE LINES HAVE BEEN ASSUMED TO BE 15 BF 15' BUFFER \ . y 1 1 I ' t 4 BELOW FFE. 3'7 -4 =33 . CONTRACTOR SHALL CONFIRM AND 09 r, �� 4 .._; � \ I�1 ! / 1 � I I / / \ \ r COORDINATE EXIT INVERTS WITH PM&E DRAWINGS PRIOR TO SANITARY PO BF 20' BUFFER °'� \ Ir , '..f ! '' f I I / / �x SEWER INSTALLATION & BRUNSWICK COUNTY PUMP STATION INSTALLATION. BF/SB — - 1 xA , .. / BUFFER / SETBACK 1 Esc c f `A+' '� a ct� J ONSITE SANITARY SEWER SHALL BE INSTALLED PER NC PLUMBING SB S 4. ALL B SETBACK 0 1 a 5842— f \ CODE. 1 a7.89 •' 2'zg/E ti ca 1 7s•y - n WATER ,.;' l � EXISTING $ MAIN 1 r �� _ l 5. MAINTAIN A MINIMUM 10' LATERAL SEPARATION FROM BUILDING FOUNDATION. �., :; �' �x� - .., EXISTING 6 PRESSURE ,SEWER,,, 1 r; i r 4, x �` } I -u.5t { 11rLD ADJUST) �s ,� 6. COORDINATE w/ARCHTECTURAL DRAWINGS FOR ALL ENTRY & EXIT LOCATIONS. PROPOSED s C900 PVC WATER MAIN j PROPOSED 2" SDR 21 PVC ; , YRE. SEWER 9 r ti 7. ALL. WALKS SHALT. BE LESS THAN 2% & MEET ALL ADA REQUIREMENTS. �%� ; i .:1I 1111111 11 1 \ \�� ¢°��--� 1 x \ I �° 1' J I A 11 I� \ F x 8 PROPOSED SPOT ELEVATTgN T� QO , �i. +u r ., -- 1 R Ra.----- 11 1 Till 11 , \ x z EXISTING TREE LINE 1;1`;°� At- 4845'51•'E \ I x i �' 40f,. SCALE. 1 -- 401 MATCH LINE SEE SHEET C1.1 0 30 60 90 14027 TIES. JKB CKO. JPN DRWN. EDB DKIE 1 1 / 12/ 14 ,,I,i 111111 f/ttl tt' O• ° F ' "37' SEAL 041620 'tt tt llt ti ill Yti�kk C1 ti +I "1. o k4S rr ' �' r t •1 r< � � � � � 'i ri !E i. 41 1A !AA, I - A1l. —t-_1i—.-1��a�_r�.1�S 1•Yl�. '} 0s� VICNW MAP N.T.S. MATCH LINE SEE SHEET Cl m x 1.11 '1-, �oe cl Nw Z CL RELOCATE EXISTING BERM N J 2 �� = \ \ \ \ / 9?s ss• 1 TO REAR OF ALL LOTS & ' CLUBHOUSE ON REMAINING .y. cn CU� f ors RB�t�� \\ \ /oy I s o z CL w COMMON PROPERTY. 0 y �- Z \ 4 k; �o—-J , f .r \il ��rq�� sue` \ \ / y' 4d w GRATE=36s4 \\� \ , av O °a Q / INV. a3Q.56 \ s` x ss `tom \\ \ , z Li.lLu Ny f _ / ` ` — ass �`,.�\ ` \ ` ` �` ® a DITCH PLUG 40 O�c,Q"�, ASSUMED PATH OF 3 °� ?�. �s EXISTING DITCH }- Z _ 4s s Q w Q \ �, 1 x 3 • ♦ \\\ l \� \\ TOP GRATVIZ4.18"I lye 1 \\ f i y�. s. ■ V V �E 9 ' / x \\\� / / / CURB INLET TOP GRATE \ \\� G �e / .�> \\ \ / \ j/•�'/ = \ \ \ \ \ a U) U) 5 gp•2t 03 w \ � ` ..... 4• I V37-aka �0''! \ /*40\� 00 N 4. �\ _ _ \ \ � \ \\\\\ / ass \\ \ � >'� •• � � � ''� \ ,4 �� ' 1\ \\ \ W\ \ ♦ �X \ // a4 `ram ` U c n U CURB INLET1 TOP GRATE=34.50 t r I PROVIDE TEMPORARY ) d INV.=31.50 61 \\ \\ v OUTLET SWALE UWL RE LOTS ACi D GRADED \sue\\\\ NOTES: i x 1. LOT #S 991-1002 SHALL BE GRADED SO THE THEY DRAIN INTO �s \ , \ , \�\� \\ \ \ "``� ` THE STORM DRAINAGE SYSTEM ALONG OGLETHORPE DRIVE. a \J , \\\\\\ \\ y� �� % i ' 2. MATCH EXISTING CURB TYPE & INLET STYLE FOR PROPOSED / 19 a17-7 � �\ i �� ROADWAY CONSTRUCTION OF OGLETHORPE DRIVE. nv(107 aol 3. EXIT INVERTS OF WASTE LINES HAVE BEEN ASSUMED TO BE i•�j 9� x .r> `� _' /� i 4' BELOW FFE. (37'--4' =33'). CONTRACTOR SHALL CONFIRM AND �9 / COORDINATE EXIT INVERTS WITH PM&E DRAWINGS PRIOR TO SANITARY SEWER INSTALLATION & BRUNSWICK COUNTY PUMP STATION INSTALLATION. a v�r, \� ud _ PROVIDE DITCH PLUG �' �� \ x �� & FILL EXISTING DITCH 4. ALL ONSITE SANITARY SEWER SHALL BE INSTALLED PER NC PLUMBING AT SIDEWALK CROSSING CODE. 5. MAINTAIN A MINIMUM 10 LATERAL SEPARATION FROM BUILDING FOUNDATION. o _ 6. COORDINATE w/ARCHTECTURAL DRAWINGS FOR ALL ENTRY & EXIT LOCATIONS. 7. ALL WALKS SHALL BE LESS THAN 2% & MEET ALL ADA REQUIREMENTS. LEGEND RIGHT OF WAY LIMITS OF DISTURBANCE SD \ s \ W PROPOSED LOTS x i � �� •� � �° ,,a 10 BF - 10' BUFFER -- ' i5 $F 15 BUFFER (� 20 BF - — 20' BUFFER s x X \ BF / S B --- BUFFER / SETBACK SB _ __ SB — SETBACK EXISTING 8" WATER MAIN _ EXISTING 6" PRESSURE SEWER 1 1 PROPOSED 6" C900 PVC WATER MAIN PROPOSED 2" SDR 21 PVC PRESSURE SEWER EXISTING STORM DRAIN 3s.7s PROPOSED SPOT ELEVATION EXISTING TREE LINE a F SCALE: 1 it = 401 0 30 60 90 z 0 z rn rn FBI 1O10 W 0) 0) WLi z O H a 8 �W V T Lu dam- C) l ~ Lu N z U z .z Y Z o LLI o mz W U oQ z obi 3 14027 DES. JKB CKD. JPN DRW EDB DATE 1 1 / 12/ 14 `',44',,t4411411 TI el f/1 jI'I'',,' H CAR 'pfs' _ � S 1 - - 1 — 41620 1 - .�15 F��f.pllU1,41 . _ T' i f I.TIT•; LR'+' Sl TE �P�QJ y GS�eFQ F s 0 scyo ol VICINITY MAP N.T.S. s� \ .0 3 •6 SD `= — X ,� 9 s �� p�� ON S� X x ��o URe ro ��L Ro,� os \-JUNCTIONj '�2-"MEN EXIS �� _` ENSURE PROPER BOX 24 RC x 8w ER S DTI GR� T�N� Sig �,_ ADA ACCESS AT \ TOP=32.75 SD 30. 6 " ��EW DE ANY CROSSING -IN = 2 6.25 x x 1 ' TRANSITION FRIJM \ '6, MA J TYPICAL VALL ° \ x " } goo �� 3� . d EXISTINU�g _ -EBB TO AM NITIES GRAD _ G . FTE SIDEWALK \x cURI�°� I x+B Top_ �°Tj4 x I � �� 5,, �� CURB INLET#�l'I' �9 I 3a• 36 ti R� Rcrp�Z-- x X I�,, N�•-27.3 \ I 6 TOP=32.15 I C 0 ' JN I N17`— 29.15 _- �[JR" INLET x o BF S Top # 1 3 / ��, �s ` x - 3s I x� INV. �2 f — �o 7. 36 —� I �„ �� ` q 7 x ti C,< 1 1 v' x I ss 0 1 ti oo ODI XI 33 f (�} eo "— x O rn 13 x x \ B 2 - 00 00 x� / x c�o. 07 RB INLET #10 3 x GRATE=32.25 1 1 1 J . = 27.10 xf ' x 86 Z Q w L W a Z o - O �' o z Q J Z a ( � J afFrcc 0 0 0 Z p a a o N Z a Lu U ® 0 a J m Z — Z o Q Z Q z W a �= � Z Z J � U) Z a v W 4 a � U Y. C�3 Z = W z z _ L� 0 0 U 00 r� N z"z z� Vim Z o�° V ns U T 9 � • ' Cf / �0 3 X _ L� 1 : '36. `� S NOTES: aa ? 6 f ! _- cti '� 0 9 / -. 1. LOT #S 991-1002 SHALL BE GRADED SO THE THEY DRAIN INTO � O 5 / THE STORM DRAINAGE SYSTEM ALONG OGLETHORPE DRIVE. Too G _ S S ' // 2. MATCH EXISTING CURB TYPE &INLET STYLE FOR PROPOSED l ` �� / a • �' w�� R6'/ / / COORDINAT w ARCZHTECHTURAL ROADWAY CONSTRUCTION OF OGLETHORPE DRIVE. M _ ^p T vj �' ` / 3. EXIT INVERTS OF WASTE LINES HAVE BEEN ASSUMED TO BE ^ ^ S$ OQ �• / DRAV1[l 'GS 8c CONFIRM SIDEWALK 4' BELOW FFE. (37'-4'=33'j. CONTRACTOR SHALL CONFIRM AND �7�00 4� � ATI O N w/CONTRACTOR ENU R E COORDINATE EXIT INVERTS WITH PM&E DRAWINGS PRIOR TO SANITARY W 2 5„ RCP \,'� Q / / SEWER INSTALLATION & BRUNSWICK COUNTY PUMP STATION INSTALLATION. s� SD =-.� — jS s� s 'S� �` 95 ACCESS MEETS i ALL ADA �' z SB 3 4. ALL ONSITE SANITARY SEWER SHALL BE INSTALLED PER NC PLUMBING x 'g s 11 S x! I 1 SD � / REQUIREMENTS/ SD CODE. z a 5. MAINTAIN A MINIMUM 10 LATERAL SEPARATION FROM BUILDING FOUNDATION. � • 11 5 TEMPORARY 6. COORDINATE w/ARCHTECTURAL DRAWINGS FOR ALL ENTRY & EXIT LOCATION 8 \� / / /CONCRETE WALK TO 7. ALL WALKS SHALL BE LESS THAN 2% & MEET ALL ADA REQUIREMENTS. FUTURE / l-�� i� / BE REMOVED DURING `�u � z PARKING / - PHASE 11 CONSTRUCTION I� ARC �- �•••�I w N 60 THE CLUBHOUSE STRUCTURE �lc o Lj A & ANY ASS`0 IATED UTILITIES Z WILL BE CONP&, TRUCTED AS U o LEGEND PROJECTIpN SCREE / s9 'A) RIGHT OF WAY 14027 Pooh EQUlP N _ , _ _ - LIMITS OF DISTURBANCE MEN T & `' - \ WET BA THS 1 PROPOSED LOTS DES. JKB 30 x / / CKO. JPN \ __ / f 9 10 BF 10 BUFFER r% �- t DR1MN. EDB ^� ��nn\ ' q �o �� ti / / / ] J I I 15 $F -- 15' BUFFER L7 O d� / ' I I-./`.—,;-�3 = - 20 BF 20' BUFFER DATE 1 /12/14 BF/SB — — BUFFER / SETBACK 1rT„ S3 S$ SETBACK N CA.9 EXISTING 8" WATER MAIN EXISTING 6" PRESSURE SEWER _ EA - Tj0 � I L_ = 6W 6W PROPOSED 6" C900 PVC WATER MAIN = 4�$20 , 1 �F�i'`��/� S,& s ,0 2SS 2SS PROPOSED 2" SDR 21 rPVC PRESSURE SEWS - '' ,3�Z1�l5 SB B ` S B - -� --� S S B S 36.76 — PROPOSED SPOT ELEVAT1*7-; r, ; .`,-s ?Jig 1N.0%,g ;�:,,'. �B EXISTING TREE LINE 10 BF 10 BF 10 10 BF 10 10 of - 10 BF FUTURE BocC B UT HAS - / — BALL C I�F�TS I f S 4 P PITS `�SCALE:Cl m2 — f - - - - X _-_ - - - - - - .-_�___ - ° - 1 " .� 40' / _- �_- -- 0 30 60 90 r _- _ - - .._ r}� __ - Y—-_I-. - - -__ __,,'�T•; i.., �C •. ��. ..:.i �: .,� r ''y .. i:i ik `�.'; .... •I �• r P,v,��}i �rt.t� �.�.r, i.l, •r..; � !' .�; ,..-� � :r /' n. �� ;i 7•: •� «�.:. {� 'a r � e� i .1ii .p. •r. 1. {� !!Fr r �' �� :�.i'f � ��., 1 ,� i ,h l•iPl,f�` rlrs•',i i ��f�,;i i�•Iil+. ;+ •,,.='.�IJ ..{, �R-1SITE s �090 sCti Q_ U5. VICIONTY MAP N.T.S. SITE DATA PARCEL NUMBER: 21000032 PARCEL ARE/k 2M.31 AC DISTURBED AREA: - AMENITIES SITE DATA PARCEL NUMBER: 2100003204 AMENITIES ADDRESS: 8810 NORTH BALFOUR DR. NW CALABASH, NC 28467 PROPOSED ImE+ nES AREA: 190.134 SF / 4-M AC BRUNSWICK COUNTY: ZONING: SBR-6000 BUILDING USE: AMENITIES BUILDING HEIGHT. 301t Mon" LOT SIZE: 15,000 SF BUILDW SETBACKS: FRONT- 30' REAR. 20' SIDE: 15, STREET SIDE: M. BUFFERS: STREET YARD: 20' STREET SIDE: 15, BOUNDARY: 10' IMPERVIOUS AREAS: BLILDING: 8,385 SF DRIVE ISLE / PARKING: 1a,850 SF WALKS / CONCRETE: 775 SF POOL AREA: a,345 SF DUMpSTpZ AREA: 1,230 SF FUTURE PARKING AREA: 8.105 SF TOTAL IMPERVIOUS AREA: 46,090 SF X OPERVIOUS: 24.03X PARKING REQUIRED: TOTAL HEATED: 3,688 SF / 250 SF - 15 SP TOTAL DECK & POOL 14.203 SF / 1.000 SF - 15 SP ADDITIONAL OUTDOOR A:TMTIES: 2.946 SF / 1,000 SF - 3 SP TOTAL REQUIRED PARKING SPACES. 33 SPACES PARKING PROVIDED: SPACES PROMDED: 41 SPACES HANDICAP SPACES PROVIDED: 2 SPACE'S TOTAL SPACES PROV'D. - 43 SPACES LOADING SPACE (12'46') _ 1 OGLETHORPE DRIVE SITE DATA PROPOSED RESIDENTIAL AREA: 580.405.58 SF / 13M AC ZONING: SBR-6m MINIKN,IM LOT SIZE: 15,000 SF HAMPTONS I =: - BUILDING SETBACKS: LAKE L01'S NON LAKE IJYrS FRONT 35' 35' REAR_ we 2V SLOE: 10, 10, IMPERVIOUS ARIAS: ASPHALT: (INCL UDID C&G) 50.195 SF SIDEIIIIALK; 10,340 SF L.OT IMP. ALLACATKft (5.000 SF/LOT) 33 LOTS- 185.000 SF TOTAL IMPERVIOUS AREA: 225.535 SF X IMPERVIOUS: 38.= 1 80 ' A f� o I a f 87 r + f �Y �1 �N 48 45 51'EICE t MATCH LIN STORM WATER POND 4 FOREBAY C PERMIT # SW8 031026MOD S f ll 007 1 o0 L 1 1 b • S 39 �2,rg w 8 1 n '�y �� 99 4 S Sy 4Z? / / / jADA ACCESS AT ENSURE PROPER ANY CROSSING 9 TRANSITION FROM / TYPICAL VALLEY CURB TO AMENITIES CURB AFTER SIDEWALK/� —► 17' 12 S8 eo 8F ft BF 20 BF 1 BF 20 BF 20 BF SB f�1 SB ��- 1 O "�Ca`•D� SB SB SB � 7 T B�. 1 �y 1 19 1 HC PARKING NOTES: ti 1 SIGNAGE 1. ANY PARKING LOT LANDSCAPING FOR THE o COORDINATE w/ARCHTECHTURAL AMENITY CENTER SHALL BE SETBACK A 1 DRAWINGS & CONFIRM SIDEWALK MINIMUM OF 2' FROM THE BACK OF CURB tin LOCATION w/CONTRACTOR ENSURE TO ALLOW FOR VEHICLE OVERHANG. ACCESS MEETS ALL ADA 2• SCREEN HVAC WITH EITHER FENCING OR REQUIREMENTS LANDSCAPING OR COMBINATION TO MEET BRUNSWICK COUNTY UDO. 5' TEMPORARY 3. LIGHTING TO BE INTERNALLY ORIENTED w CONCRETE WALK TO AND LESS THAN 40' HIGH. !� a BE REMOVED DURING 4. SIGNS REQUIRE A SEPARATE PERMITTING " + PHASE 11 CONSTRUCTION PROCESS. r 5. COORDINATE w/ARCHTECTURAL DRAWINGS FOR ALL ENTRY & EXIT LOCATIONS. T ■ 6. ALL WALKS SHALL BE LESS THAN 2% & MEET ALL ADA REQUIREMENTS. y r + I NEW FENCE 7. SEE SURVEY BY TOMPKINS a r 0"ECn� +a LAND SURVEYING FOR FINAL LOT LAYOUT BEARINGS & DISTANCES. FOOL EQUIPME�fH ATH& ' & r r L� I r SB ss �� SB S SB SB SB O SB SH — SB SB SB SBDOOM r r 10 DF 10 BF 10 o BF 10 BF 10 BF 10 BF 10 BF 10 BF — 10 BF - 10 BF J -- -- -- SHOEPITS -- -- -- -- -- -- - --_ _— --1 1 ' ()" ---- `6" TYPE ABC STONE TYPICAL STREET CROSS-SECTION N.T.S. 10 BF 15 BF 20 BF BF/SB E SEE SHEET C2.1 LEGEND SB 2" NC:DC)l 51 9.5A ASPHALT ON 2" NC;DOT H BINDER SIDEWALK 2' ROLL TYPE CURB (MATCH EXISTING NEIGHBORHOOD TYPE FOR CURB & INLET GRATES) RIGHT OF WAY PROPOSED LOTS 10' BUFFER 15' BUFFER 20' BUFFER BUFFER / SETBACK SETBACK PROPOSED 6" C900 PVC WATER MAIN PROPOSED 2" SDR 21 PVC PRESSURE SEWER m z O z O 0 o O z 0 N e O m SCALE: 1 " = 40' 0 30 60 90 w o� 0 a m 0 w Q J Z 0 0 �t w U = a Ix 0 z z W Q .r.J Q z j Z o 0 CL V U >-=ZZ a J W> x m m 0 o U 00 Q �4 N U �t!Z v1 W UP4PQ 00 U r1U z 0 z PLO in It 0 N] re) M M .-. 0 0 W T_ � r- rn Ww z 0 rrHhh `.J CL u- f��T-�1 W ��•�I �j c N M U ppc� Ln z z I� � Y Z z zo 8 U Z� U C) o) z 14027 DES. JKB CKD. JPN DRWN. EDB DATE 1 1 / 12/ 14 CA, S _AL 41620 ','!!lfslf3ttllifr�� C2 i f �� 11 �1. IC ��}r'r �, r.., l S,� ° � - . •�� Ij �;'A 3� 1'131.iI�j �i1 14 lt!=X��4e ii�`. .. t i Ifi,l'I ., }. �. ....I �'• �. •;.1.� a - . �. !'..I.t ..__�____- ._.___1._ '�._. ._—.__✓_1.. ._yam—.__.__ _.._ S�r� . 1 .:._..1: :1 �i _i :,. _ . y;�_ .. . � ... 1 _. �. _._.±. i ,u ,14 � 4.� ! ,f �.l rr _�:: }.�_ i .._.._ .._.. .. _.. �., ... .. ,... .... c. ._D. �. �•. �, ✓ .[. .1_ 9,�.7..fi.,.+i_xi.�E��iii _a..x.��e.. ..l.�t: E�.r.. i. S I TE �OJ �SO�G�6 z s �0% 'po z d ook a ,,S co O VICINTY MAP N.T.S. 20' DRAINAGE EASEMENT f w 8w O 7,> `V 'I-,S SD JL�I-\I F-INI-V vvlvlr.> I Li\ ENCLOSURE. SEE DETAIL THE CLUBHOUSE STRUCTUREY6,�, & ANY ASSOCIATED UTILITIES \WILL BE CONSTRUCTED AS PHASE II S$� NEW FENCE ~ ENSURE PROPER \ ADA ACCESS AT / ANY CROSSING / )SED WALK��-,��„�'� TRANSITION FROM TYPICAL VALLEY CURB TO AMENITIES CURB AFTER SIDEWALK 1O'x7O' SITE TRIANGLE TYP. �- o__ eo BF SB O &B �- m W > o� 0 a z o a -1 < 0 _ 0� 0 0 V) ~ ad Z J a Z �& ('J 0 J 0 z 'i °� a 0 LLJ W o 0%*- z 0 m N 0 �0 z �- Z J Z V) a N J Z 0 W z 0 a v -�-. H` a 0 ac v Z a W = U) z U) z W CC M -2 11 NCDOT Sf 9 t�A ASHHAi I ON 2" NCDOT H BINDER 50' R O.W.— SIDEWALK 2% las�n _. vres.arT:•�rn,:s�*c'c4•�-�.-�5..�4.+.i- ---_ -2' ROLL I-if'E t;UkE3 TYPICAL STREET CROSS-SECTION (MATCH EXISTING NEIGHBORHOOD TYPE FOR CURB & INLEI GRADES.) HC PARKING SIGNAGE NOTES: 1. ANY PARKING LOT LANDSCAPING FOR THE AMENITY CENTER SHALL BE SETBACK A COORDINATE w/ARCHTECHTURAL MINIMUM OF 2' FROM THE BACK OF CURB TO ALLOW FOR VEHICLE OVERHANG. DRAWINGS & CONFIRM SIDEWALK 2. SCREEN HVAC WITH EITHER FENCING OR LOCATION w /CONTRACTOR ENSURE LANDSCAPING OR COMBINATION TO MEET BRUNSWICK COUNTY UDO. 3. LIGHTING TO BE INTERNALLY ORIENTED ACCESS MEETS ALL ADA AND LESS THAN 40' HIGH. REQUIREMENTS SIGNS REQUIRE A SEPARATE PERMITTING P4. ROCESS. 5. COORDINATE w/ARCHTECTURAL DRAWINGS FOR ALL ENTRY & EXIT LOCATIONS. 5' TEMPORARY 6• ALL WALKS SHALL BE LESS THAN 2% & MEET ALL AREQUIREMENTS. F , CONCRETE WALK TO 7. SEE SURVEY BYTOMPKINS LAND SURVEYING j FOR FINAL LOT LAYOUT BEARINGS & DISTANCES. -' BE REMOVED DURING PHASE II CONSTRUCTION SB NEW FENCE � IN, 10 BF -4- 10 BF 10 BF 10 BF 10�BF 1� BF 10 BF FUTURE BOCCE FUTURE HORSE BALL COURTS _ _ _ _ _ _ SHOE PITS r — — LEGEND RIGHT OF WAY - -- PROPOSED LOTS 10 BF 10' BUFFER 15 BF 15' BUFFER 20 BF 20' BUFFER BF/SB BUFFER / SETBACK SB SB - SETBACK PROPOSED 6" C900 PVC WATER MAIN PROPOSED 2" SDR 21 PVC "PRESSURE. SEWER SCALE: 120' 0 20 40 60 fix-+ t-' 0 o V 00 Q U Z,. Z V 0 �a U (4) U M (40 co 0) m P4 o 0 W LLJ z 0 H a Q� W C� z Li NLki U � U Z z z C mz U I"- =-� U N mo F" m z 14027 DES. JKB CKD. JPN DRUM. EDB DATE 1 1 / 12 / 14 `,,,.,� � CAR "'• ,, o 41620 .11rs fl1" H K n►��,pmil C2m2 r - - -- - C .i i. ..,.. .�t � � .? �.,.,... -... t.' ri �.� �.. :� I r ��ii,l,�i � 'Figs-'•'��";'�{,i'T. .:''r'.;�T:.� _ 14 tAESH FOR )ARD FABRIC r on 1:2 N STEEL POST WIRE MESH FOR STANDARD FABRIC STANDARD OR EXTRA STRENGTH FILTER FABRIC DIRECTION OF WATER FLOW ANCHOR FABRIC SKIRT MIN. 8" DEEP & 4" WIDE. NOTES: 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. a� TEMPORARY SILT FENCE NTS TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS �12"12'. • � N 2'-0" ROLL TYPE CURB NT5 PLAN Ara IF CURB HEIGHT IS 4", THEN: 'B1" -- 0 1:10 MAXIMUM SLOPE, SIDE FLARE "A" IS 60" MINIMUM. -82" - 0 1:12 MAXIMUM SLOPE, SIDE FLARE "A" IS 72" WNIMUM. 4' SIDEWALK CUT OR TOOLED 1 4` 3"R 3m PSI1 8CONCRETE ':1' JOiHiS cVllrA= . ' 1C I- 4' 6' SECTION TURNED DOWN CONCRETE SIDEWALK CONTROL JOINT 6x6-10/ 10 W.W-M- 1/2' ASPIOLTIC PREFORMIM EVAN$IDN JWT - SECTION WHEEL_ CHAIR RAMP TYPICAL TURNED DOWN SIDEWALK AND WHEEL CHAIR RAMP DETAIL VAN ACCESIBLE SIGN ADJACENT TO 8' AISL SIGNS TO BE 0.080 STANDARD ALUMINUM. BOLT TO TREATED WOOD OR ALUMINUM POST WITH 3/8" CADMIUM PLAYED NUTS, BOLTS do WASHERS. 12" I LEWD Alp emu -• GrREEII *BE SIM OL ON BILE BACAOG"m BAIdQgabio - wa R7-8 ALUMINUM OR TREATED 4"x4" WOOD POST 1-t/2ii(iYP) }-i/2"pL1Yi MAXIMUM VAN PENALTY 10 3nm�) ACCESSIBL s/a-tn� $250 l� LEGEND AND SOIIOER - GREW LEGIlID AND 90AW - CREEN R7-8D V E=SSIBLE TYPICAL HANDICAPPED SIGN DETAIL NTS CLASS A CONC. 2'-0" '-6" 6., �-1 1/2"R 3"R •, R �•`_r�•~aLa*a!r!r!r!r!r!r!a!r*a►a�•-.'� _ 1 ��•� ��/t� �`/��/��/fit/��/��'`�'�� /�� a � 1 i l 2" NCDOT 1-2 ASPHALT PAVEMENT -8" NCDOT ABC STONE HEAVY DUTY ASPHALT PAVEMENT SECTION NI5 6" CONCRETE (4,000 PSI MIN.) 6x6-•W2.9 X W2.9 WWM GALVANIZED �-- 8' NCDOT ABC STONE 6" rY CONCRETE PAVER R.O.W. 11'-0" 04 EROSION CONTROL CONSTRUCTION SEQUENCE 1. INSTALL. SILT FENCE BEFORE BEGINNING AMY LAND CLEARING ACTIVITY. 2. CLEAR STREET RIGHT OF WAY, BUILDING PAD, PARKING AREA AND AREA FOR NEW BERM. 3. INSTALL STORM DRAINAGE COLLECTION SYSTEM AND TEMPORARY EROSION CONTROL MEASURES AT INLETS AS SHOWN. 4. INSTALL DITCH PLUGS AND TEMPORARY DIVERSIONS AS SHOWN. 5. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETED AND VEGETATIVE COVER IS ESTABLISHED. 6. REMOVE EROSION CONTROL MEASURES AFTER ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. TEMPORARY SILT FENCE 1--5'--1 COVER EARTH DAM MM J1 1L AANDSEED MArnNc 3 3 DITCH PLUG J 1 EARTHERN HEIGHT VARIES EX. GRADE _ 3 _ BERM •'WIDTH VARIES - \^-6" TYPE ABC STONE TYPICAL STREET CROSS-SECTION N.T.S. BERM DETAIL NTS 2" NCDOT SF9.5A ASPHALT ON 2" NCDOT H EUNDER I• Now r� oo TYPICAL GRASS SWALE N.T.S. 5'-0"-- SIDEWALK 2' ROLL TYPE CURB (MATCH EXISTING NEIGHBORHOOD TYPE FOR CURB do INLET GRATES.) CURB TEMPORARY/PERMANENT GRASS SPECIFICATION i• CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL. CONDITIONS. 2. RIP THE ITT M AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS. ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. LIME45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LOS PER 1000 S.F. FER'i1LM: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SITED BED IS PREPARED 4-8 IICHI S DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 SF. (SEE MIXTURE BELOW) 7. MULCH IM EMTELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW & HAY AT 75 TO 100 LOS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE do MESH AS PER MANUFACTURER 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABUZATION, AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE OVER BOX, DAMAGED. REEMBLJSH FOLLOWING ORIGINAL UM£, FERTILIZER MID SEEDING RATES. 10. CONSULT CONSERVATK)1N INSPECTOR ON MAINTENANCE, TREATMENT, AND FERIILW lION AFTER PERM NT COVER IS ESTABLISHED. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE. 2OX CARPET GRASS 247E BERMUDA GRASS 2OX, TURF FESCUE 10% CREEPING RED FESCUE 24X ANNUAL RYE GRAIN •BER#t" SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98X AND GER AM71ON SHALL BE A MIN. OF 85%. ALL DISTURBED AREA SHALL SE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADW 04AL IIFORMATKMNN CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ADM VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. NPDES STABILIZATION TIMEFRAMES SITE AREA DESCRIPIION STANUZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWAIES. DITCHES AND SLOPES 7 DAYS NONE HINT QUALM WATER (HOW) ZONES 7 DAYS NONE SLOPE'S STEEPER THAN 3.1 7 DAYS F SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:114 DAYS ARE ALLOWED SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES NOTES: 1. SI THICKNE 4" UNLESS NO D OTHERWISE. 2.3. *7HCIK(%AICTION q�� o CG. j_ A SP SAME• AS SI 'YIIN.K WIDTH. 4. �ALK TO 6' 1 L�T P WHERE IT ABUTS PAVEMENT 5. %2* EXPANSION JOINT E.J.) REQUIRED AT 30' MAX. AT SIDEWALK NCTIONS, AT SIRMU AND AS NOTED ON SM PLAN. 6. PROVIDE A LAYER OF 1 I�UG, FELT BETWEEN WALK AND ADJACENT PARALLEUNG URB OR UCTURE. 7. REINFORCE w/6x6-10/10 W.W.M. l 3' WIDE BY jE 7' TALL 0 GATE (OPTIONAL w a o0 � z _ a to Z 1 � N } U z 0 U SIDEWALK JOINT DETAILS NTS 1 /8"R TOOLED JOINT (2" EXPANSIONS LINT MATERIAL EXPANSION JOINT (E.J.) 1 /8' Rl TOOLED JOINT $jI I Ii-' - f 12'-6" CONCRETE PAD WIDTH INSIDE ENCLOSURE WIDTH •.: y7. • . •. •: ...: : • , • 6' DIA. PIPE BOLLARD 1 •f. ' i. = ' ` . +�: . • CONTAINER ENCLOSURE AND GATE • * SHALL BE MIN. 8'-0" • .&cu Y HIGH. TYPICAL SOLID DQGEARED WOOD FENCING • . ' • TOP •iIT�ID -'•'- • •. _. • : d' • + SCREEN TO 100% OPACITY OR APPROVED EQUAL PER CITY • OF WILMINGTON CODE. • • ; . • : • • DIA. BY 1-.. DEEP • •. : • • • •:'°; e• : �- RECESSES FOR GATE • ,4. % x CANE BOLTS. PROVIDE •' ' • , , ONEEACH AT GATE IN ' i�. �: ' • • ; CLOSED AND OPEN POSITIONS. '�'- +• ti � • - y ,� -.. � - �- •.. a .. � .• r • .. CRETO. FIMED, SET'sIN . ?° . Ir *&*ti • 3''• BELOW t�RA1DE ♦ 4•• AI$OA% Ali• •'t DESIGN CONCRETE PAD �•' -•'' PI�T.OSFw"YELLi4W.•• - TO WITHSTAND 10,000 LB. ., , .. ' : • +. SINGLE WHEEL LOADS. CONTAINER ENCLOSURE PLAN NTS SITE WORK NOCIS: m W 1. THE CONTRACTOR StIAI 1 V1:71I II IL SITE 10 OLCOML t AbIR IAR 'WIIII 1I�.I t. caNsrRucrroN cnNDIT1oNs 2. CONTRACTOR SHALL. COORDINAI E WORK WITHIN NCDOI Al1D LOCAL 1<10I I Of WAYS WITH PROPER AUTHORITIES AND SHALL MEET AN)' REQUIREMENTS 0 AS TO TRAFFIC CONTROL. AND CONNECTION TO EXISTING SIRfCTS. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS RCOUIRED UNLESS LLu OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, Q. CONCRETE, STRUCTURES. BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN Ir LIMITS OF CONSTRUCTION. O 4. STRIPPING: BEFORE EXCAVAI ING OR FILLING, REMOVE At I- TOPSOIL, a Q WOOD, LEAVES, AND ANY OTHER UNSUITABLE MA-I-ERIAL F 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING ~ BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE (h Z Z Q ELEVATIONS WITH A CLEAN SEI.LCT-FILL COMPACTED AS SPECIFIED, La0 0 W Z 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATE: D SPOIL SHAi t d .1..,. BE REMOVED FROM SITE: AND DISPOSED OF IN ACCORDANCE WITH ALI. 211 V ,,,,j APPLICABLE LOCAL AND STATE CODES. U) ^ 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH 130RROW IY V MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS O ASSOCIATED WITH BORROW OPERATIONS. 2 8. FILL. AND COMPACTION: AFTER STRIPPING THOSE AREAS DESLGNALLO 10 U RECEIVE FILL SHOULD BE PROOFROLLED, THE TOP 8" Of- SUBGRADE SHALL LH W BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY O 04 SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYI_Y 0 Q SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC, FILL. �" Z 0 MATERIAL. 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN � LAYERS NOT TO EXCEED 8" AND COMPACTED l'O AT LEAST 95% OF THL Oy �" 0 Z STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE Z UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE W Q STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL. MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE. Z ZPLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED 10 AT LEAST 981 Q OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTNI 0 -698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY III Z AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 '10 INCHES OF IN -PLACE SUBGRADE SFEOULD BE COMPACIE:D AT LEAST 98% 0 OF 'THE STANDARD PROCTOR MAXIMUM DRY DENSITY IF THL MATERIAL IS V f � U TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH IAYER SHALL. BL: Q. WETTED IN ACCORDANCE WIIVI COMPACTION REQUIREMENIS IF THE MATERIAL SECURE PROPER SHALL BE IS TOO WET TO COMPACTION, IT HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH now 3:Z A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL l-IMES. SLE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. W Z 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. © CD co THE CONTRACTOR IS RESPONSIBLE FOR THE LOCAIION AND PROIECTION OF EXISTING UTILITIES DURING CONSTRUCTION. 1 1 EXISTING BOUNDARY AND TOPOGRAPHIC INF ORMAI ION FROM SURVEY 13`r TOMPKINS LAND SURVEYING AND PROVIDED BY OWNER. :4 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSI l E O 13 THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AU-TI-IORITIES. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSIiIP SHALL O CONFORM TO NCDOT STANDARDS 15. WATER AND SEWER SERVICES SHALL. BE INSTALLED 10 MEET LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL U REQUIREMENTS. Q 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. U U 17 CONTRACTOR SHALL NOTE THAI- EARTHWORK QUANTITIES ARE HIS 2 RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. Lu 18. REINF. CONC. PIPE SHALL Lai C:IASS III W/RUBBER GASKETED JUt1�H "RAM OR NECK". INSTAI-1- PER MANUFACTURER'S REQUIREMENTS. Z U 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PALM OCI SHALL BE A CHLORINATED RUBBER ALKYD, FS IT---P-- 1 15, TYPE III, 0 00 FACTORY MIXED, QUICK DRYING, NON -BLEEDING 20 REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND tNVERTS OF NEW WASTE AND WATER LINES. 21- SEE PM&E SHEETS FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECI THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN Al THE REQUIRLO DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM SLOPE OF 1 % AND BE SCE{ 40 PVC PIPE AS FOLLOWS. USE 4" PIPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE: FOR 5 TO 8 DOWNSPOUT CONNECTIONS AND tB" PIPE FOR 9 OR MORE CONNECTIONS. 22 THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE A MINIMUM OF 6 INCHES BELOW 1 FIE BUILDING FINISH FLOOR ELEVATION EXCEPT AT ENTRANCES AND CNTRANCE TRANSITIONS. EROSION CONTROL NOI ES ANIJ MAINTENANCE. PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKE0 FOk STA131LI-IY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS FHAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF -INCH RAINFALL. 2. ALI_ POINTS OF EGRESS WILL. IIAVL CONSTRUCTION ENTRANCES THAI Wll I BE PERtODICALLY TOP ' DRESSED WITH AN ADDITIONAL. 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. I HEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE: IMMEDIAIELY REMOVE OBJECTIONABLY MATERIAL SPILLIED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL- INL.L:I PROTECTION, BLOCK AND GRAVEL" INLET PROTECTION, ROCK DOUGHNUT INLE I PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE. CLEANED OUT IMMEDIATLLY 10 REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA THE DIVERSION RIIRAtS WILL" ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE, 5 SEDIMENT WILL BE REMOVED FROM BEHIND IHE SEDIMLNI FENCE Wl-iEvi 11 BECOMES HALF FILLED. THE SEDIMENT FENCE WILT.. BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL STAKE SPACING WILL BE 6 FEET MAX WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED IF ROCK 1-11 L CRS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THL ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 6. SEDIMENT WILL BE REMOVED FROM THE SEDIMEN'f BAS114 WHEN THE: DESK;N STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK Wll_L. BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL_ NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL. BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL. BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN LAND QUALITY REQUIRES / ALL SEEDED AREAS WILL BL FERIIUZE.D, RESEEDED AS NECESSARY, AND MULCHED. ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS, ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALI SEEDED AREAS BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE. VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DE.NSL VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DRCHE S, PERIMETER SLOPES, ALE. SLOPES STEEPER THAN (3:1) VERTICAI AND A# L. 1-IIGH QUALITY WATER (HQW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENI- STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL. BUT IN ANY FVEN I WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACIIVIIY ALL OTHER DISTURBED AREAS SHALL- PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL. BUT IN ANY EVLN1 WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST L.AND--DISTURIBtNC; ACTIVITY. 8. FLOCCULANIS WILL BE USED 10 ADDRESS TURBIDITY ISSUES. THL PUMP`.i. TANKS, HOSES AND INJECT SYSTEMS WILL. BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY 9. BASIN OUTI ET STRUCTURES AND SKIMMERS SHALL WITFIDRAW WATER F k0m THE SURFACE coco 0) m 0 0 � rn W Z O a x LL rT� r � cO H It M i� OD (a 1 } W o Z z O 1•-- Ld omzJ U UN 0 z 14027 DES, JKB CKD• JPN DRWN. EDB DATE 1 1 / 12/ 14 CAR '• DES 04162 - C5 ag Caw Caw Swamp Canal >7; L 1-s� > �� 1 1--- -�i`��—`_�I6s60 95 L_ / 9 5-Z__�=I '`56 154INQ l~ _C •�r� f _ _� �' Ss 156 ' 757 _ _ -- - _ 957-� r 745 r , r49 , 1 !r 1 r59 1 7 I T t 61 3 , 65 e 1 r `, `^• I ` t 1 7>J 1 s 17 r r �jT--- �jj'' f� 953 1 1 7q6 , 1 , --z1 6� 6Y r 66 J1 16j r ! r 1 -T fN�/�7 ,-S4 SB I 1 _1_�1 I I 1 _, 66 1 76g 4`l1 T>° l 1 ` 1 j '>7 7 T7 ; T8, ' 7B2 9 �~�-f '-��.��.��: !!!' ITS~_( __-�-'��•1�-•_�`--61 />gl !�� J- rr 96p-j/, ss �_� •�"�� \�' 1 f 1-��11.--��__ --�'- ----�'�� .-- f / 45g " 117 9,9 �62 _ J - �.L _ 1 ' 4D I 39 ' 3B 37 ' 36 1 `I5 ' '� r 3J r JZ I , 1 z9 ---� Ij-10 _ 1 3 t 'jjjj I 1r Z6 fj 25 / - \` 1 7B !I 962 'I 9q6 'I• -� 456 ``� -�'480 " 1 zq r '\'qB� s \ - ----_--_-__- ---- �__ - 48 1 _ , !�N I%' q ; ? e3 6q rl BS 1 �f I ' 1 I f �----�---�-�- 1 �,-__-r �' 2r / 1ylt—� Tel _', ,�---^; \ '1 9fi"J \` 57 65 __� 1 r r 86 7 8 t t 9r I `\ 1 _ 9 946 7 , f , , I > f 6B I 99 I11 9O I r 93 r 9 , , , 9> 9g 99 , 2 , 1 17 9sS ` l � -\ `\ / 456 I 455 ; I�----�!'~�•�_rL__Z__J�_ -- ^-�--�-- i 95 96 _ - I ' Y� ` '' /D /\ I '92 -I ,��r 46 �1 4 �\ `.� I-�_ ,, 466 /,\ tir.�. •� - I _ 1 ,02 / \ \ +79 ++ �_-' 44 / -�., ` �..".. 46> 453 . 4 9 /'' \ 9 �\ •\ Iz 2 1`\ ` 469 �__'T_Y •�-96 1 ��"~ r 457 ' \ 1� `\ 1 7 +• 1 1-1 t ,2 '9J ,`•72 1 lj2 I 7 9rr \ \ /[l3 1 f 27 8 ` S `J� /-93J ; ,4j7 /\ 48p_ `-� �-_39 \ \ -/rg'35+` `.\/ 97J l`'" ` 1{ '� i' r 38 ♦, ``\ '"9J4 \�!' 44> /"\` • /r4j `\ `8 \`� //!' \ ;\ r'g �r\ '` f^^1- 4 -'3 11 201 IIJ37 .`�--1 /p9 44s 2p? "9 \ .`�`-` 7T34 �t`y /- FUTURE \ �� \ 44 / -� �� _ ��" Y�'° CA MULTI —FAMILY ! \\ '� 929 \`. 42 / 7 ft1� \ \''\`+ 9Z _1; 1,�� _— �� 1� G•Lifi2 -1 ' z 1�'I A `Y� 8 "•1 �'c 207 11 9i9 2J7 1 ^}+�_^ 9 1 1415 2p8 {{ l{r I1 ' l''�,\ }`\ 1I�1 � 926 —�`�• � 92p\`//r�' S 8 19 8 " ,,'r+%� /' +\ 6 2r -/) � �✓ /�. \ / �\�`\ '' /�-�� '' ! 1' ' /' \f 3 ; ``�� \� \Zz/ 223j--3 �� y ✓ / NORTH BALFOUR DRIVE r/ 1 -r l \` 2 1"?s—j `, 1 z' ` / / 22 ^ ��. 11 z,4 1 � .\ /,/' � o� /� \�\ �` � J� �__�---�-- -- - � � ,\ J ;r`J ,i } �✓' S s /'7,'��?4� zly 8..90 i es 1 6g 89 i I �` —//�c\ / zla 27 T j��`�' � Reg , 2 1t J 62J +~ S lO `�/ 9 /\ `�`1 (]\ Y 21 ��/, PICKE�IS PLACE+ 1 625 �Jj r -/) . '7' l 862 1 ; ^� 1 1 _- 74 r 5 ' QG f�.2p-` ! t ``✓' \ `\ ` �\ 68s ,8841863 '�"-�-1 >'1 826_ g +fix ' ' 16 i' �' 885 ' ; 48, �,_ 827 � 1 FUTURE / �[ ,!!! > ' \ 79 XI `\-a 9 _l 1 MULTI FAMILY \ J RUIN�SWICK „ y B2B � / \ PLAlfAljfC3N N ej6 ` 831 032 1 83q `-_��__�_-/2 ' V r�--`� 1 ,1 •\ 1 - • 86j 894 ags _ \ �1 8631r 8a8 I L �5I! \ (\ -� 300 0 300 600 > ✓ �1 I � g ,� � t 1� J 1 1 ----Y � SCALE: 1 "=300' g5° 892 POO ads 904 Pr' P71 V 1a /� 9A 9 > 1 97 6 r 9rS / 9,4 1 f 9pe , 0> V _ r !JT �9 7 ` 11 r i F r, F N n ----�— THRUST COLLAR EXISTING TOPO CONTOURS _:-•'' 1= LABEL PERTAINING TO WATER DISTRIBUTION SYSTEM FIRE HYDRANT ASSEMBLY PROPOSED GRADE a�g{- BLOWOFF ASSEMBLY LABEL PERTAINING TO WASTEWATER SYSTEM DRAINAGE SWALE —g— CLEANOUT 'AL7 RIP —RAP OUTLET PROTECTION LABEL PERTAINING TO STORM DRAINAGE SYSTEM WATER SERVICE LOCATION CHECK DAM & CONNECTION TO WATERLINE — FM WASTEWATER FORCE MAIN 404 WETLANDS _ Ps WASTEWATER PRESSURE COLLECTION LINE GRINDER PUMP LOCATION & CONNECTION TO SEWERLINE ®45.31 TOP OF PAVEMENT SPOT ELEVATION w WATERLINE —�� GATE VALVE & BOX STORM DRAIN TEE JUNCTION BOX �� SILT FENCE f BEND CATCH BASIN CONSTRUCTION ENTRANCE $— REDUCER POND OUTLET STRUCTURE �O PROJECT SITE 904 ss � ,s= GRI55ETTOWN i x T rn THOMASBORO S R. 1303 904 O a m 79 17 c� VICINITY MAP SCALE: 1 INCH = 1 MILE GRADING, STORMWATER WATER DISTRIBUTION AND WASTEWATER COLLECTION PLANS FOR THE HAIVIPTONS Phases I and II Formerly Brunswick P antation North Addition BRUNSWICK COUNTY, NORTH CAROLINA Prepared by: SHEET INDEX 1 EROSION CONTROL PLAN 1 A OVERALL UTILITY PLAN 1 B OVERALL WETLANDS MAP PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 0+00 THROUGH 13+00) PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 13+00 THROUGH 27+00) 4 PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 27+00 THROUGH 41 +00) /5 PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 41+00 THROUGH 55+00; GADSDEN COURT) PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 55+00 THROUGH 68+50) II PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 68+50 THROUGH 82+00) /8 PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 82+00 THROUGH 95+50) /9 PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 95+50 THROUGH 109+50) .>O PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 109+50 THROUGH 123+00) 1/( PLAN AND PROFILE — NORTH BALFOUR DRIVE (STA 123+00 THROUGH 137+00) 12 PLAN AND PROFILE — PENNINGTON DRIVE (STA 0+00 THROUGH 10+50; PICKENS PLACE; PICKNEY PLACE) 13 PLAN AND PROFILE — PENNINGTON DRIVE (STA 10+50 THROUGH 25+50. COURTLAND PLACE) ,Y4 PLAN AND PROFILE — PENNINGTON DRIVE (STA 254-50 THROUGH 36+00; COURTLAND PLACE; COLLETON PLACE) 14A SOUTHEAST PROPERTY LINE STORM DRAINAGE PLAN SEPTEMBER 2004 REVISED SE1rnE1BER 19, 2007 HOUSTON AND ASSOCIATES. P.A. CONSULTING ENGINEERS 117 Pine Street P.O. Box 627 Shallotte, North Carolina 28459 (910) 7546324 PLAN AND PROFILE — CHESTERFIELD DRIVE 31 PLAN AND DETAILS; STORMWATER POND #6 (STA 0+00 THROUGH 13+00) PLAN AND PROFILE — CHESTERFIELD DRIVE 32 PLAN AND DETAILS; STORMWATER POND #6 (STA 13+00 THROUGH 25+00; ACKLAND PLACE) yT PLAN AND PROFILE — CHESTERFIELD DRIVE 33 PLAN AND DETAILS; STORMWATER POND #6 (STA 25+00 THROUGH 39+00) PLAN AND PROFILE — CHESTERFIELD DRIVE 34 PLAN AND DETAILS; STORMWATER POND #7 (STA 39+00 THROUGH 53+00; WENDOKR PLACE) ,Yti PLAN AND PROFILE — OGLETHORPE DRIVE 35 PLAN AND DETAILS; STORMWATER POND #8 �15 PLAN AND PROFILE — FORDHAM DRIVE 36 LIFT STATION #1 DETAILS 21 WATERLINE PLAN AND FORCE MAIN PLAN AND PROFILE 37 LIFT STATION #1 DETAILS NO. 5 SCHOOL ROAD (S.R. 1305) 38 GRAVITY SEWER DETAILS 22 FORCE MAIN PLAN AND PROFILE 39 PRESSURE SEWER DETAILS 23 PLAN AND DETAILS; STORMWATER POND #1 40 WATER DISTRIBUTION DETAILS (MAIN POND AND FOREBAY "A") 24 PLAN AND DETAILS; STORMWATER POND #1 41 DRAINAGE AND ROADWAY DI'TAILS (FOREBAYS "BII "C","D" AND "E") 1 25 PLAN AND DETAILS; STORMWATER PONDS #2 & #3 42 EROSION CONTROL DETAILS. 26 PLAN AND DETAILS; STORMWATER POND #4RECEIVED (CENTER MAIN POND) 27 PLAN AND DETAILS; STORMWATER POND #4 (SOUTH MAIN POND) 28 PLAN AND DETAILS; STORMWATER POND #4 OCT 0 3 (NORTH MAIN POND & FOREBAY "B") �00� 29 PLAN AND DETAILS; STORMWATER POND #4 DWQ (FOREBAY "A")aii�cJ CJ # 5%02j 30 PLAN AND DETAILS; STORMWATER PONDS #4 & #5 (STORMWATER POND #4, FOREBAY "C") t,Y - ''i r , # TOTAL AREA = 341.15 AC. SHADED REGIONS REPRESENTS AREAS OF DISTURBANCE = 224.85 AC. 1/7 , \ '95 ck .= SWICK / Y1 pi_ ANON r Sw POND #1 % `\ V 1\ \ SEDIMENT / h\� BASIN #1 l SILT FENCE 300 0 300 600 SCALE: 111=300' :a -,1 SW POND #5 \� SEDIMENT BASIN #5 / EROSION CONTROL LEGEND ® CONSTRUCTION ENTRANCE *x SILT FENCE x x DISTURBED AREA ��. SEDIMENT BASIN / STORMWATER POND RIP —RAP OUTLET PROTECTION $ 2' TEMPORARY CHECK DAM PHASE I SEDIMENT BASINS PROVIDED REQUIRED DRAINAGE CONTROLLING BASIN VOLUME VOLUME ARAEC) ORIFICE IAMETER 1 159,343 69,228 38.46 2 - 3" 2 37,808 30,474 16.93 4" 3 78,520 72,702 40.39 2 - 4" 4 737,635 166,536 92.52 2 - 6" 5 15,158 9,900 5.50 2 — 1.5" SEDIMENT BASINS 1--5 ARE EXISTING STATE STORMWATER PONDS. ONLY SEDIMENT BASIN #4A 15 NOT EXISTING. IT IS PART OF PHASE It. REQUIRED VOLUME GIVEN IS 1,800 CF/AC_ PROVIDED VOLUME IS VOLUME ABOVE PERMANENT POOL ELEVATION. ORIFICE USED TC i c—WATER REQUIRED VOLUME IN 1-3 DAYS. CONTROLLING ORIFICE FOR SEDIMENT BASINS MAY BE DIFFERENT THAN ORIFICE FOR PERMANENT SW PONDS. PHASE I I SED :.. `c:•JT BAS INS PROVIDED REQUIRED DRAINAGE CONTROLLING BASIN VOLUME VOLUME (AEC} ORIFICE DIAMETER i.6 219.638 130.140 72.3 8 — 3" 7 14.564 21.816 12.12 3 — 2.5" 8 74,164 39,240 21.8 2 — 3" SEDIMENT BASIN 1.D.'S CORRESPOND TO FUTURE PERMANENT SW POND PROVIDED VOL'JME IS VOLUME ABOVE PERMANENT POOL ELEVATION. REQUIRED VOLUME GIVEN IS 1.800 CF/AC. ORIFICE USED TO DE —WATER REQUIRED VOLUME IN 1-3 DAYS. SEDIMENT BASIN 4A SHOWN ON THIS PLAN IS BEING BUILT IN PHASE IIA CONTROLLING ORIFICE FOR SEDIMENT BASINS MAY BE DIFFERENT THAN ORIFICE FOR PERMANENT SW PONDS. NOTE: THE CLEARING AND GRADING FOR PHASE I IS COMPLETE. ALL SEDIMENT BASINS / SW PONDS ARE EXISTING. ALL DISTURBED AREAS HAVE BEEN SEEDED AND ARE STABLE. DE —WATERING TIME (DAYS) 2.55 1.20 2.45 1.66 2.07 DE —WATERING TIME 2.69 1.18 2.22 NOTES: CLEARING IS TO BE DONE IN FOUR PHASES IN PHASE 11; PHASES IIA — IID. PHASE II WILL BE PHASED TO ENSURE THAT THE SEDIMENT BASINS WILL BE CONSTRUCTED FIRST, SO THAT NO SEDIMENT CAN LEAVE THE SITE. WHEN EACH PHASE BEGINS, THE RIGHT—OF—WAY AREA, DRAINAGE EASEMENTS AND SEDIMENT BASIN AREAS ARE TO BE CLEARED FIRST. NEXT, THE SEDIMENT BASINS ARE TO BE CONSTRUCTED. ONLY AFTER THE SEDIMENT BASINS HAVE BEEN CONSTRUCTED, MAY THE REST OF THE PHASE BE CLEARED AND GRADED. STORM DRAINS SHOULD BE CONSTRUCTED AS SOON AS POSSIBLE. CONSTRUCTION ENTRANCES SHALL BE USED AT EACH PHASE ENTRANCE AS SHOWN. THE CLEARING OF ANOTHER PHASE MAY ONLY BEGIN WHEN THE SEDIMENT BASINS FOR THE PREVIOUS PHASE HAS BEEN CONSTRUCTED. NOTE: Vegetative cover above permanent pool shall be bermudograss sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cord to (Pickerelweed) Juncus Effusus Bog Rush) Ludwigia (Water rimrose). ti-- 0 N8 P oo z_ in 0) 0 �% F •-� o zo Z r. Z 0 z �o U a o O U 0 O Q? 0 U_ 3 W x � Z L D m 0 r.. • • n N � A I In t` 1 � O Cn �V W v L.Li U-1 00 00 CV � z o CD L. a z Ld t s` 0 z ° Q— z a J � to to X ^ V /1 0 m �z o oU o 41 V 1 V) C W. 1 o o m O Z M C � U _ U Q7 O p N O (!) U 0 O 11 - - - -' e s • --f -i - �- - ;� r.! �' -^Rr, — 'T'r' ,�—• - 7�; :�,-» �, - r 7e , r •1T -7. -; Mfrs-- r r, .• r.. r�.i :ir Y!3 +ti lel•' t� r.:• t �,' .a a � .r4 p 41i � 1!� � I ,� Ila :: t1l,i i'.'i.,i 41• :, _ ... ..., :�r ,',•,, r � ,'i' i 1-� !! }k •� i��, ilL ��.� �1��il.iit' i.��i� 4 �. }�._l•r his r'1, ,. » r . •, •1y .1 .;•.,., r11 ,r ,r. ..a r. -4 rr IrP.,nl•Y1�f'I►♦ii lhl7!Ip. a D Z C D I, ` I-�j1 � _ � (/ j� �/�` 1 al MM T\` ,/J'/i- � ,• \ \\`'\/ �'" W/--1 `'y ^ - �" 1 '1 QI /�/ /' \ q`\^I,/ ZZ, ��/ �'� \ T , I ! �—. 1�- 1• n Z \1 11 _--/ 'l /` ` � � � 'Y '" f / �/ ''l�\�``m m � •� � 11 # / '' \\\ �-i/{"// \ ``\`/'/ / ` V / /,/ \ O` ` // ' u 'nI5 1, �o~�� 4 -J �I ia.l ir�y.i. 1 _- \ 1 � � �` m\ � \Y /-` ii`�°'� � `� /' N 1 ; u 1,;, '\ -' \` N ,- / / A'\,; /j• � `' `/• �, �_ 1,l 1 I_�• '1 ;'l �.[�'Y ,`�111 ` \'/ /f' ``y �f" \ W \ •�\ \ \A \ O I /-' - V '+W \ P `'\ / ', \ I 1 `1 1,-�--�; '\ •� \\;,'`lip I tt 90 � i/1_`�_ �/ -"`_ 4' \ "` /O� 't ll �' N / �/ �-'`�' �/_ N ! `, / ,' � di+'.1 ,�'' ,f.�:,.1>'t \. • _�' � -4 T :4 -, m ' y{y_- r 1 1�, mom♦ I b 1 � f m�p Sheet 1 B of 42 MM A _ , `j .�Zr--'�,--�~-�• �^ •`-_____ �� ,� P � III O II IIL...... N��_`• ,` i.�'', \, N_`l• •` \ IL +1 +! � +f ! Iti f 1/ u� \ { 1��// O �` ��- N 1514 \� " �C '-� � ```N`/\ r'/r �'�-�,, � ``\N '\�''�.'•'. , O N Scale 1"=300' Date 5/20/2007 Drawn By RNH Checked By Tic Project Na, 0838 HOUSTON AND ASSOCIATES, P.A. CONSULTING ENGINEERS 117 Pine Street P.O. Box 627 Shallotte, North Carolina 28459 (910) 754-6324 OVERALL WETLANDS MAP THE HAMPTONS PHASES I AND II Formerly Brunswick Plantation North Addition BRUNSWICK COUNTY, NORTH CAROUINA Revision: ._ __•r_�-_�- sue' -- - - - • , --'--! :¢`r .1i STORMWATER POND #1 FOREBAY "A" FOREBAY "B" FOREBAY "C" FOREBAY "D" FOREBAY "E" MAIN POND TOTAL � � � ELEV. SURFACE AREA SURFACE AREA SURFAGE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA �,- 1 -- ----' (MSL) (S.F.) (S.F-) (S.F.) (S.F.) (S.F.) (S.F.) (S.F.) ' 29.0 15,475 0 0 0 0 77,211 92,686 \ 29.5 16,342 975 11.222 4,723 3.467 81,368 118,097 34.0 26,523 11,890 19.578 12,304 9.436 127,732 207.463 34.5 27 416 14,430 21.432 14,046 10,830 131,920 220,074 35.0 28,317 15.722 22.382 14,942 11,551 136,113 229,027 1 4 35.75 29,600 17.690 23.835 16,317 12,654 142,420 242,596 36.0 30,139 18,354 24,327 16,783 13,031 144,523 247.157 36-25 30,599 19,021 24,823 17,254 13,410 146,631 251,738 36.5 31,060 19,692 25.322 17,729 13,792 148.741 256,336 1 ` \ 5 /' \ SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN �'" , 1 \ / 1--------------------� 1P A ' Q ' A r r r PRECAST CONCRETE ' r r r r r r' - - - - - - - - - - - - - - - - - - - - J DTANIUM MANHOLE FRAME AND GRATE TOP ELEV. SEE PLAN . . . PRECAST CONCRETE 48" MIN. EXTENSION RISER 48" MIN. SEE STOHMWATEH POND ORIFICE PIPE DETAIL WEIR ELEV. SEE PLANS (STORAGE POOL ELEV.) ;' PERMANENT POOL ELEV SEE PLAN FOR NUMBER OF ORIFICE PIPES, SIZE AND ELEVATION _.'.:.:. .:. .'. .'.'.'.'._. 896 PRECAST OR POUREDIN, ' ' ' , ` . . -. , E CONCRETE WEIR / \Y PLACE ' 41 PERMANENT POOL 03.0 /J / ' / \ ✓ CULVERT �r i 10 SEE PLAN FOR SIZE AND INVERTS / CROSS SECTIONS ON SHEET ^«827. •` c;. CRUSHED STONE r i• STORAGE POOL +m 35.0 err--. k i•• �\ / - r J. i•!`l`"J..,: .I is m ��: si. - "T JS �h"ti i *.F\� .fi% �-:eft'; '4l'J.•l.l `+`'�. `.':tJ 1`fl J 4:::f•\i='-•-'.1:.. :Jv:�-.: v :t /.C:+.IiF-_ itir ;�:h- ✓ \ \ '.� / / / B28 COMPACTED SUBGRADE / \ ` 11 NOTE: Vegetative cover above permanent SEMONECTIO .�$ SN A A \ / pool shall be bermudograss sod. `\ POND OUTLET STRUCTUILE / BOTTOM ® 29`.0 Wetland species are to be planted ',\ /'� on the 6:1 shelf. These species are: S80 Pontederia Cordata (Pickerelweed) NTS Junaus Effusus (Bag Rush) Ludwigia (Water Primrose). \ \829/ \ 12 879 PLAN VIEW MESH SHALL BE CUT TO FIT IN SIDE TEE ,,�-SCH. 40 PVC ORIFICE PIPE i d ' 1 SEE PLANS FOR ORIFICE PIPE SIZE AND ELEVATIONS PERMANENT POOL ELEV. �X2 STAINLESS STEEL WIRE MESH WITH MIN. 3146" STRANDS AND 1" SQUARE OPENS. 40 PVC REDUCING TEE SECTION VIEW STOIRMWATER PO.NT�O FIB .PIPE DETAIL NTS FUTURE�- POND I � (822 % \` /` \ ,1 /823 i \ / 892 893 82 /825 \ 891 ago \ 826, e C\ 827 INN' --� T / 883 l 881/.�\N- N .'IF ORTBAY "A" 1 ,r �✓ & 4AIN p0W r '\ 1 878 /83,� FOREBAY-- 877 ) /832 U , � e % 876 c l � \ � 833 FOREBAY"Ell 875 671 �•✓s3a„'� ,; Ba4 _ k J 1 J � 874 1 872 -^ 835 ,�\2. � 842 1 21 841 870 840 \ l 22 837 \ - � 9 838 83 846 845 /867 / lT' - �1 FOREBAY "CI':.` `\ / 866 r'865 }; 6621 Sae%/ \/` STORAIWf�TER 864 863 1 1 \\ PONt] /2 � 649/ STORM1tiATEIR POND #1 \,�� t` \! 850 51 %` D" 861 �l Bs2 / �. SCALE: 1 "-300' \ FOREBAY "�860 \ 859 �' \`- 853 54 0 C INV.: 32.5 Q844 1 1 oar° r 843 / 842 Ap 3g i, 894 ---- -------------- __ _ 841 ry , f + I V 839 l 840 \ 36 �;- S r i ]�j CTON D�-�IVE 1 r i 838 \ \,, / ' E N NN \ i W` . ;1, ;t-- s l { ,.�_-� r-. j�' - ,7 T r..i :i:-' •Ji r ;! _ter-- r, t' err s3*' ��.,y r•, r 7, s y , � r 1. 1 5 te! fl \\\\\ \\\ \\\ \\\ \\ BOTTOM O 29.5 887 - -- _� r`"� FOREBAY "El \ \ \ \ \ I \ PERMANENT POOL @ 34.5 / ' 884 `� GETATIVE SHELF � 6;1 SLOPE � 6M 33.5 TO 34.5 PERMANENT POOL 034.5 FOREBAiT IIBII 886 ? `\ `, 880 \ \ \ \ / I ❑ 885 \ `\ �` _ _ O FOREBAY OUTLET INV. 32D t i�i ��\ WSTRUCTURE 30" INV.: 31.5 SHELF VEGETATIVE \ "\ \ ` • O 6:1 SLOPE \ FROM 33.5 TO 34.5 ` \ • \ \ \ \ I ""/ \ \ ` " 80TTOM 4 29.5 Ic TOP@ OF 40BERM O \ / \ ``\ \ -W X�\ - 876 STORMWATER POND #1'875 ! "E1� FOREBAY "B" & FOREBAY SCALE: 1 "-50' \ STORMWATER POND #1 FOREBAY "A" FOREBAY "B" FOREBAY "C" FOREBAY "D" FORESAY "E" MAIN POND TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURF1,CE AREA (S.F.) SURFACE AREA (MSL) (S.F.) (S.F.) (S.F.) � (S.F.) �-----0--- (S.F.) - -�-`1,211� (S.F.) 29.0 15,475 0 Y 0 0 92,686 29.5 16,342 975 11,222 4,723 3,467 8',368 118.097 34.0 26.523 11,890 19,578 12,304 9,436 127.732 207,463 34.5 27,416 14,430 21,432 14,046 10,830 131,920 220,074 35.0 20.317 15,722 22,382 14,942 11,551 136113 229,027 35.5 29,224 17,039 23,347 15,854 12.283 140:316 238,063 35.75 29,680 17,690 23.835 16,317 12,654 142,420 242,596 36.0 30,139 18,354 24.327 16,783 13,031 144,523 247,157 36.25 30,599 19021 24823 17,254 13,410 146631 251,738 36.5 31,060 19,,692 25,,322 17,729 13,792 148:741 256,336 SECTION 1C STORMWATER POND #1 FOREBAY "B" SCALE 4 HORIZONTAL 1"=50' VERTICAL 1 `5' 5 , 3. PERMANENTPOOL'0 34:5 VEGETATIVE SHELF i O 6:1 SLOPE FROM 33.5 TO 34.S ? 030 s J BOTTOM O 29.5 ' TOP O 1 865 864 1 863 i 862 FOREBAY OUTLET y , IwERU0 3345 - 4„ INV.: 31.5 I _-" --�^ �+ /• \ -- - 1F T VEGETATIVE SHELF ® 6:1 SLOPE - FROM 33.5 TO 34.5 PERMANENT POOL 034.5 BOTTOM O 29.5 STORMWATER POND #1 861 FOREBAY I'D" SCALE: 1 "=50' C /' 860 NOTE: Vegetative cover above permanent pool shall be bermudagrass sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordata (Pickerelweed) Juncus Effusus Bog Rush) Ludwigia (Water rimrose). .PERMANENT "PD'OL"*"34:5 VEGETATIVE SHELF �+ O 6:1 SLOPE s FROM 33.5 TO 34.5 c� 30 ..,........ _......._.._..__.... ,� ._.... -..- .. -_,-� ._-r.,.. J SECTION 1 D BDTTdM ° 29.5 STORMWATER PQND #1 FOREBAY "E" SCALE: HORIZONTAL 1' -50' VERTICAL 1 "�:5' 125 SECTION 1 A STORMWATER POND #1 r _ MAIN POND deJ FOREBAY 'A" I SCALE: s HORIZONTAL 1 "=50' Q_ .m.- . _ .. .._ ..... .. - - n-,- ..._ .... i _ 5 STORAGE POOL O 35.Q PERMANENT POOL O 3• pp HELF ~� TOP FOREIJAY BERM O 33.0 @VEGETgATIVE 1 FROM 33.0 TO 34.0 E _ Y30 FOREBAY "A" I 30 -o BOTTOM O 29.0 s 9 BOTTOM O 29.0 i r 5 f 351 O,RMWATER POND #1 'F\OREBAY "C" SCALE: 1 "=50' 869 PONDS823 Yk 891 890 827 _ No \\ 866 1885 ) '\ 828 " b �\-fORKBAY "A" 1 f 1 1 \ , 879 / `\ ',�/e3o „ ` r y ✓ & MAIN POND ^�' �•�`.\ 878 `,t/831Xfad \ e FOREBAY832 IIBII 676 r i \+X/833 FOREBAY ' -� c .l \ \ " 8 'N5� �` nE!! ``\ 875 �:-J `\ 871 1\ \`� 834 r-- x r i� + 843'�844 ' 1 ,r � 642 1 874 1 872 /. + '•` F 2 T - 873 / 870 \\`/836 _- '-�22 837 8' 839\545 40 38 846 J` 869 y FOREBAY "C" 866 1 STORMWATER 865 864 , 863 ` 862 1 1 \ POND #2 '8499 \ r I , STORMWATER POND #1 \\ , `�ti�'861 B�� 5' \ FOREBAY "D„ f � / ' 852 / SCALE: 1"=300'� /860 �` 54 AS REQUIRED B SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN F q 4I I i II " I ! � A „ I/ I M A r " n n n v I I n II " p I I PRECAST CONCRETE rp B PIAN VI W MANHOLE FRAME AND GRATE--%, TRASH GUARD WEIR ELEV. SEE PLANS (PERMANENT POOL ELEV. OUTLET PIPE SEE PLANS FOR SIZE AND INVERTS F::::: '.:.`l ►: :;'::,. CRUSHEDSTONE f..� .. .._.....r. , .. .. .... COMPACTED SUBGRADIF SSAl'IOLv_BJ� S T A -A F 0_R& AY O UT1BT_S_T Ji =. K NTS 'SECTION 1 F STORMWATER POND, #1 FOREBAY 'D" HORIZONTALS 1 =50' VERTICAL 1' 5 5 3 _.;.PERMANENT POOL 034.5 ,.. . VEGETAT)VE SHELF O 6:1 SLOPE FROM 335 TO 34.5 5 STORAOE POOL O 35.0 3 PERMANENT POOL O 34.0 VEGETATIVE SHELF O 6:1 SLOPE FROM 33.0 TO 34.0 0 3 - SECTION 1 B STORMWATEIR POND 11 BOTTOM ®29.0 MAIN POND i SCALE;. HORIZONTAL 1 "=50' 5 VERTICAL 1"=5' 2 N 0 N 4_j W d z)Lao z)z zZ 0 wZ ,n2 M> 60 DCQ SS Nm �rn c :ED af z O d 4 z a z F. i 4 JO L4~�� rl Zz z q F_ It o �� 0 E- C) W a O � U Wn- W z A � � z [--+ O rn di is. I a I n+h V 1 C 1 G) W � v C j W o� �W 00 04 �z 0 T z ' , I 0 r ^ w V� Z v � 0 z o L� s I r � J r, V' ^ 0 !1 �z o 0 0- �U O N C O_ r 00 �� z O 0 Z o N Ln A [X] O � � V O 1 o o V) ❑ ❑ CJ D_ r ; -"- -'i.. :. i-.. :.1 .-.. - .. ,. ....i{-..:5> �:., h'.. 1:� il. !+ Ifs'• �•M, 16" s,rk1,-,--:w LOW I 30" HDPE STORMWATER POND #2 SCALE: 11"=50' 18 9 5 845 VEGETATIVE SHELF f INV 0 6.1 SLOPE 132.5 FROM 34.5 TO 35.5., POND OUTLET Ir STRE WEIRUCTUR0 36.0 1 - 3" ORIFICE 0 35.5 1 X, 896 30" INV. IN: 32.0 30" INV OUT: 34 5 (SEE DETAIL) %Y X, 897 47 98 TOP FOREBAY BERM ,\ 1 \\ 0 �, 034.5 FOREBAY #2 BOTTOM 0 30.5 849 Al PERMANENT POOL 035.5 850 STORAGE POOL FOREBAY #1.... f i 0 36.0 f BOTTOM L 03 .5 f P 851 BOTTOM 0 30.5 852 901 853 8 04 STORMWATER-P OND a VAT-kSALMMARY TOTAL BUILT -UPON AREA (AC.) 4.65 TOTAL SW DRAINAGE AREA (AC.) 16.93 % IMPERVIOUS AREA 27.5 COMPUTED RUNOFF FROM 1" RAINFALL (CF) 18,254 PROVIDED STORAGE (CF) 37,808 REQUIRED SURFACE AREA (SF) 44,904 SURFACE AREA OF POND C& NORMAL POOL (SF) 74,713 SURFACE AREA OF POND (@- STORAGE POOL (SF) 76,519 SW STORAGE DEPTH (FT) 0.5 NUMBER OF ORIFICES I DIAMETER OF ORIFICE (INCH) 3 ELEVATION OF ORIFICE BOTTOM (MSL) 35.50 APPROX. TIME FOR DRAWDOWN (DAYS) 2.27 OVERFLOW WEIR ELEV. (MSL) 36.00 iO-YEAR ROUTED FLOWRATE (CFS) 19 FLOOD POOL ELEVATION @ 010 36.63 TOP FOREBAY.BERM 0 3.4r5 STORMWATER POND #2 FOREBAY FOREBAY �2 MAIN POND TOTAL ELEV. SURFACE AGA SURFACE A EA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S.F.) (S.F.) (S.F.) 30.5 4,707 4,046 38.055 46,888 32.0 6,157 5,342 41.812 53.311 34.5 9,497 8,141 50,009 67,647 35.5 11,117 9,700 53.896 74.713 36.0 11,537 10,100 54,882 76,519 37.0 12,396 10,913 56.868 80,177 5 VEGETATIVE SHELF FROM 0 6:1 SLOPE ' 34.5 TO 35:5 0 SECTION 2A STORMWATER ;POND #2 SCALE: HORIZONTALS 1 "-50' VERTICAL ,.1 "-5' 5 STORAGE POOL 0 36.0 3 PERMANEN[T-RDOL. 0 .Z5,5 Top FOREBAY BERM; 0 34.5 TOP FOREBAY BERM 0 34.5 MAIN POND FOREBAY FOREBAY #1 310 BOTTOM. 2j STORAGE POOL 0 36.0 5 3 POOL. VEGETATIVE- SHELF 0 6:1 SLOPE FROM 34.5 TO 35.5 0 3- SECTION 2B STORMWATERPOND #2 SQL: HORIZONTAL` 1"=50' VERTICAL =1 "-5' 12 5 2d $T -ORMWATER-PamA-DWAIUMMABY TOTAL BUILT -UPON AREA (AC.) 21.66 TOTAL SW DRAINAGE AREA (AC.) 40.39 % IMPERVIOUS AREA 53.6 COMPUTED RUNOFF FROM 1- RAINFALL (CF) 78,101 PROVIDED STORAGE (CF) 78,520 REQUIRED SURFACE AREA (SF) 51,932 SURFACE AREA OF POND e NORMAL POOL (SF) 155,420 SURFACE AREA OF POND @D STORAGE POOL (SF) 158,659 SW STORAGE DEPTH (FT) 0.5 NUMBER OF ORIFICES 2 DIAMETER OF ORIFICE (INCH) 4 ELEVATION OF ORIFICE BOTTOM (MSL) 26.00 APPROK TIME FOR DRAWDOWN (DAYS) 2.63 OVERFLOW WEIR ELEV. (MSL) 26.50 10-YEAR ROUTED FLOWRATE (CFS) 41 FLOOD POOL ELEVATION @ 010 I 28A2 NOTE: Vegetative cover above permanent pool shall be bermudogross sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordata (Pickerelweed) Juncus Effusus Bog Rush) Ludwigia (Water tmrose). SECTION B STORMWATER PON[> JS SCALE: HORIZONTAL 1"=50' 0 VERTICAL 1"=51, 3C STORAGE POOL 0�2135.5 2 5 PERMANENT PDX 0 26.0 2 5 VEGETATIVE SHELF 0 6.1 SLOPE FROM 24.OfTO 25.0 0 2 C BOTTOM 0 20.0 15 SECTION 3A STORMWATER POND #3 :1 HORIZONTAL .=50, 0 VERTICAL I"=5* Z_ 3 IS STORAGE POOL 026.5 4 25 PERMANENT POOL 0 26 D 25 JOP, rOAD]AY. BERM 6 20 VEGETATIVE SHELF,' 0 6:1 SLOPE FROM 24.0 TO 25.6 MAIN POND FOREBAY 20. ... 2C BOTTOM 0 20.0 eoTrom 9 20.0 .. ..... 15 1.' STORMWATER POND #3 FOREBAY MAIN POND TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S.F.) (S.F.) 20.0 25,945 80,067 106,012 24.0 36,793 97,354 134,147 25-0 40,156 102,462 142.618 26.0 44,921 110,499 155,420 26.5 46,133 112.526 158,659 27.0 47,350 114,559 161,909 Nx POND OUTLET STRUCTURE WEIR 0 21 2 30" 4.0 UT O ORIFICE INV. 957 313 958 1 f 959 } I I' BOTTOM 0 20.0 960 ORAGE POOL 0 26.5 961 P RMANIENT POOL II 1 0 26,0 V GETATIVE SHELF 0 6:1 SLOPE FIR M 25.0 TO 26. ----------------- ------- 962 TOP REBA BERM 25. II ,1 STORMWATER POND #3 SCALE: 1"=50' FORESAY 91 954 963 w� BOTTOM 0 20.0 964 0 LO N 4_j Q) Q) M Az Z) 00 ww Wi p1r, 88 NN ma ",1111111IR U1111,14 _01 (D (10 0 x C0 Z*: lks C\2 zl*z co 0 CAI) < 0 0. z V .4 0 P4 C) Emm, Z 0 -!:Vl 0 z 0 0 U_ F- E- z Y)t Wx V) k z Z) EIE4 IL4 M z :4 z I a CA 0 0) LLJ L0 4- 00 LLJ 04 CP 0 0 C) L, -C Ld 0 Q -0 0 V) _j 04 (D x 0 V) M z C; 0 0) C W o 00 ,4, 00 ;-2 0 0 0 z C4 LO II ED -V C) 0 (n 0 0 U 0_ SECTION 4A STORMWATER POND 14 CENTER MAIN PON SCALE: HORIZONTAL 1"=50' 0 VERTICAL 1' =5' 3 f STORAGE POOL 028.0 PERMANENT POOL 0 27.0 VEGETATIVE SHELF S cJ ® 6:1 SLOPE - ' 2 FIR 25.0 0-.27.0--._.__._ .-: :.-...._.--. :. ___ .. v,_._.._ _ .,-.._ _._ _, _...,_.. .. . .. . ... ... _ _._ _.,_., i __._» _.. - i Q BOTTOM 0 21.0 2 SECTION 413 STORMWATER POND 14 CENTER MAIN POND SCALE: HORIZONTAL 1 "=50! VERTICAL 1 "=5' 0 3 �$ STORAGE POOL 028.0 PEO MANENT POOL 0 27,0 VEGETATIVE SHELF ; 0 6:1 SLOPES 5 FROM 25.0 To 27.0 2 N i 0 BOTTOM 0 21.0;` 2 STORMWATER POND #4 FOREBAY "A" FOREBAY "B" FOREBAY "C" SOUTH MAIN POND CENTER MAIN POND NORTH MAIN POND TOTAL LEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA MSL) (S.F.) (S.F.) (S.F,) -�� (S.F.) Y -_-- (S.F.) - (S.F.) �T (S.F.) 21.0 300,195 24,650 0� 89,083 42,902 46,722 503,552-- 23.0 315308 30.353 53,802 100,877 49,310 53.233 602,883 25.0 330:664 36.298 61,585 112,783 55,832 59.856 657,018 25.0 338,433 39.796 65.642 130,850 65,828 70.339 710,888 27.0 346,263 42.985 69,697 149,168 76,081 80,188 764,382 28.0 354,154 45.894 77,991 158,421 81,303 85,156 802,919 29.0 362,106 48,832 82,230 157,737 86,589 90,153 837,647 86 14 / 30 �' a,/ 14 ' `�\ 24 46 J, • 1+ I 145 \0.1 144 POND OUTLE T STRUCTUR WEIR 0 28. 1 1 - 6.0" ORIFICE 0 27.0 36" INV. OUT: 3.0 1 ,( 0 \ 1 `t ol 459 11 VEGETATIVE SHELF 0 6:1 SLOPE A3- ' FROM 25.0 TO 27.0 a W~ POND OUTLET ro STRUCTURE WEIR 0 28.0 I' 36" INV. OUT: 24.0 r l------------------------ --- --j ACKLAND ,1 PLA CE ' 95 1 ��, PERMANENT POOL 0 27.0 \ ++�oo.' /` 1+ STORAGE POOL 028.0 458 j 951 ' BOTTOM 0 1.0 457 , 950 Ix 2 36" HDPE (2) 949 24.0 948 ORMWA-ftR POND #4 ENTER MAIN POND 947 ~-- - 34 l \ SCALE: 1 "=50' 1 NOTE: Vegetative cover above permanent pool shall be bermudogross sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordata (Pickerelweed) Juncus Effusus (Bog Rush) Ludwigia (Water Primrose). B SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN y i------------- { I t I A II I J ; 1 A I O 14 y I � f I I � ► I 1 PRECAST CONCRETE ----------- - - -� � B :PLAN V (}IOW' MANHOLE TRASH GUARD WEIR ELEV SEE PL, (STORAGE POOL EL OUTLET PIPE SEE PLANS FOR SIZE AND INVERT: i ti'l s ! -'r,.%•:.,`-'rw'+.'.tititi�.:r:;�r.-.M; �'f'"�,rwrti r: i.y.�.�_'t .a -..•. SECTION B-B SECTION A -A POND OUTLET STRUCTURE NTS SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN ,...__-_--------• I 1 >t f I 1 A t i 1 A 1 A PRECAST CONCRET E •ra____.._-----. L SEESTORMWATERPOND- B ORIFICE PIPE DETAIL SEE PLAN FOR NUMBER OF ORIFICES IN STRUCTURE [.AN VTRW MANHOLE FRAME AND GRATE lif-TRASH GUARD WEIR ELEV SEE PLANS (STORAGE POOL ELEV) SEE STORMWATER POND - ORIFICE PIPE DETAIL j - PERMANENT POOL ELEV, SEE PLAN FOR NUMBER OF ORIFICE !!r AS REQUIRED PIPES, SIZE AND l ELEVATION l AS REQUIRED r } I { � St7E AN PIPE SEE PLANS FOR SIZE AND INVERTS CRUSHED STONE a I ',sh 4 l.42ly t+ltiia�I.,1, f�1+.�.' ,� � 1. ;!1 1, k y'✓� _•�, 4�;. �J:, .i�.��Y .�. ly:fA l,`iy. 1 -.�t.•G1r.+,:, ?.� tkfti-..C, '�.�. .. .,-.•.. .r. `. - s-_ tti .ii�. r. �ti COMPACTED SUBGRAOE SE -CT -O NB---B SE_ :l -N A --A PUNI) OUTLET STRUCTURE NTS PLAN VIEW M£S- SHALL BE CUT TO = T IN SIDE TEE f-1 /-SCH, 40 PVC DgIPICE PIPE I I d I I PERMANENT POOL ELEV. SEE PLANS FCa'x4IFICE PIPE X 2 SIZE AND ELEVATIONS STAINLESS STEEL WIRE MESH WITH MIN. 3116" STRANDS AND 1* SQUARE OPENS, 40 PVC REDUCING TEE SECTION VIEW 1�1r1W-_A_`1'E1i_QZII�GPIP1'J DETAIL NTS •! 78 77 76 >� 75 7�� r - I 164 V 6�166 , 8728 / \ e-05�RMW TER \+B0'`\78 _-=C==- fi l ! �`+161 \ �.' k r#yiyyf�`' `\ 29 ' POND 17 \ Bi `\ ' 158 1 159 60 \ ' 31 \ `83 '%' '1154 155 ,156 `I 1' �.F y./ 1 1, 33 �s 98 Bb�` 8S,'�4 �'.153 �� + -��` ` 35 34 ]�- ^�! ` 89Ir y /� 152 \ 3 c e k r' 1 36 +' +L' r f,` 97 l /C ,151+\ _ 96 150 e _ ^ '1 ^ 149\ \+/ �r� di� J�^ a39 38 94 40 92 ' 143 ' 144--1 145'y 146 147'1 44 1�,+ 43 '11 ^_ !I 91 , ~ I / / , f4 $9 STORMWATER 1 - \. 45 1 , POND J6 463 87 �- ' 85 1 452 r �= 462 ` /�+ } ,, 83 $4 1 82 ' � '- o ��', 1 ' 464 'i _, w a •'�: - { ,, } _�J / ` 122 1 121 120 951 I s 459 466 ��' S r h u M r�(3 4 461rye mo ° 1' l #\ 123 , ^_�-•- 95D Jnr r 465y7c��a `A ' + -i3if 1 _�-- 1 /r , z aF,� �` 'i J `2 .av-Fy'},fz ?- 124 ` �• -`✓-=- 949 ' { 458 455 `, 466 125 i 948sf r ` /// 45450 7 i 456 ' .� /' 467 1�rrt ,tyy� 454 / \ 468 C rwk _ K `/' 94B /�\; - •r'-�� \ 53 /:.\ \` / 469 _��-�'�� ,' 479 '94S�r� \ ' 452 470 F %944'943�`` / z _ i 478 ' 942;45D 472 , 941 477 7,1 940,' / \ 4473 49 `) \\� / 448 9 3S, V. \ . / 969' /\ ` ` \ /'937 \� 447 / \ \r 475 i 476 II 36 46 \\, 935\ 9341933 144 J y 932 / \ \`` 443 i 442 I 4-41 1 I� ` \ 929 919 i 928}jtt 920 OX 92 STORMWATER .'�,�\923,922 !; P 0 N D # 4 Yr `\ '� 925 ,"- , SCALE: 1"=300',.. 3 STORMWATER PONDADATA SUMMARY TOTAL BUILT -UPON AREA (AC.) 33.91 TOTAL SW DRAINAGE AREA (AC.) 92.52 % IMPERVIOUS AREA 36.7 COMPUTED RUNOFF FROM 1" RAINFALL (CF) 127,574 PROVIDED STORAGE (CF) 737,635 REQUIRED SURFACE AREA (SF) 77,881 SURFACE AREA OF POND @ NORMAL POOL (SO 76+.382 SURFACE AREA OF POND @ STORAGE POOL (SF) 803,0011 SW STORAGE DEPTH (FT) 1 NUMBER OF ORIFICES 1 DIAMETER OF ORIFICE (INCH) 6 ELEVATION OF ORIFICE BOTTOM (MSL) 27-00 APPROX. TIME FOR DRAWDOWN (DAYS) 2-55 OVERFLOW WEIR ELEV. (MSL) 28.00 10-YEAR ROUTED FLOWRATE (CFS) 82 FLOOD POOL ELEVATION @ Q10 28.42 a N 0 N Q) r1 V J 00 zz as CO 00 z �Ilzo S oo6 NN 11 ,(J- O \N Yro r` C 0 mm o�m "`r"µ1111111111f�UllO�rr"i/"' P N is ' - 00 00 d' G i� I T/1 0 V e[ � Z Z M 4 O 0~� z M o PLO 'C14'dd z O � a z O V Y w 1, w V) A u a Z ,. m Cri Cz:l .1 a I L0 V l � W W I rn 1.0 W00 04 �z o ov z 4- �w 0 O Z zO f` N 0 09 O m �z 0 O N V 1 C n 00 to U 00 z w o z o a' ry Ln n m O II m Z N U 0 0 Ql 0 U7 0 U 0- .y.' : ' S ,'1+• l'';, , `',.r ' '`I I' I „ ''!'1 `' '_ �, s :! s' '�` ,i:`,sf; ,•;''� ,{. t - _. _. 1�s --- "-'! .. .. tl•. _. :'�h_.f«ik !° .P S tP.l ls,[g y v 31" .;sWL-Ie.�,.•s�- STORMWATER POND #4 FOREBAY "A" FOREBAY "B" FOREBAY "C'+ SOUTH MAIN POND CENTER MAIN POND NORTH MAIN POND TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA (MSL) (S.F_) (S.F.) (S.F.) (S.F.) (S.F.) (S.F,) (S.F.) 21.0 300.195 24,650 0 89,083 42.902 46,722 Y 503,552 23.0 315,308 30.353 53,802 100.877 49,310 53,233 602,563 25.0 330,664 36,298 61,585 112,783 55,832 59.856 657,015 26.0 338,433 39,796 65,642 130,850 65,828 70,339 710,888 27.0 346,263 42.985 69.697 149,168 75,081 80,188 764,382 28,0 354.154 45,894 77,991 158,421 81,303 55.156 002,919 29.0 362,106 48,832 82,230 167,737 86.589 90,153 837,647 SECTION 4D STORMWATER POND #4 SOUTH MAIN POND SCALE: HORIZONTAL 1"=50' VERTICAL. 1 "=5' 0,..._._.. w 3 STORAGE POOL O 28.0 ; PERMANENT POOL O 27.0 VEGETATIVE SHELF 5 O 6:1 SLOPE FROM 25 0 TO 27.0 i N ro O BOTTOM i0 21:0 2 NOTE: Vegetative cover above permanent pool shall be bermudagrass sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cord to (Pickerelweed) Juncus Effusus Bog Rush) Ludwigia (Water r'imrose). / \ 78 75 7== _( 164 �165 77 1166167 79 79 �'�� _-,-- i \ 162' 29 163 l' u f /'!`� , 28 �ORMWP�TfR 'r� \ 81 \ �_=�='r r J'��i, 161 POND 7 158 r 159 ' 160 r 30 • 82''\, .�// c ''r 11` 1 ' 157 1 ° = 1 32 83` .%� •' \' 154 1`� ,1561 �r_� "�"r 1 ' 33 98 ,153 i \ 34 88 87 1 86 85 ' �' 152 \ �� A 1'�'r -� \ 'lam'` _ 97 tl 36 '` 35 �J - \•95 ,150\ z;:�n _ , J 37 38 �42 ,148'\ _, l , 149 41 , 40 1'-- '__"�\ 92 147 i144,1 145' 146� -/' 1 44 43 ; 1 _� _� '/ 143 /'\ 45 ' '�` -� '��- ' 90 '1 �'" J� STORMWATER 89 --J- 1 POND #6 463 462 , �, A84 r� h1 /' 1 1 �r 120 I + ! ' �, 484 rf �t �F a rr �r \ 21 r 461 951 'v 459 460 r r s 122 465 s r f F 1 Tx 458 'i' ,, ,fir / _ 124` 949 '� F r a 1 ', f -� \'<I� 466 / \ i k' <c,,s�F+�'�- 125 455 94� ` ra�]•,.1, / Nit 457 467r 1�e�k . / 480`` / `\ 1 /454\\ 42 �.. 947 . \ 468 N RAN 946� -\ /453 /. ,\ \ _ 469 �`�•` , MOW- _ - a� 479` 945 ' , \ 452 / `\ / 470` 478 / 9 943 + ��FT 451 `\ 471 �. `� / 942; ,� 4L r 450 \ 472 f �1 966 \\\ - - ,\ 477 941 .940 � l \ /; 44g \ / 473 /967; / �' \, `� 939;+ / \ 47496 ` 969` \�'� `�\ 937 \� r' 447 / `.\ `\ 475 r 478 936 / 935\<` / 445 933 i /443 \ 444 \ 1 932 442 441 I J 1931 f !� -04 929/ v' a x \ f" 92a L1 920 +' 927 r� / STORMWATER�. <-� 1 922,2, \ POND 4 �: ,�_4 r �' 924,923', `\ \ 925, /' \ SCALE: 1' z'\ J / 3 SECTION 4C < STORMWATER POND #4 SOUTH MAIN POND i + s SCALE' HORIZONTAL Q VERTICAL 1 "-5' IS _.. .... _ _.. _... _...__. - _.... - ... - J STORAGE POOL O 28.0 PERMANENT POOL, O 27.0 VEGETATIVE SHELF cJ O 6:1 SLOPE FROM 25.0 TO 27.0 < ofi BOTTOM O 21.0 ? `BOTTOM O 21.0 O 2 L+_ 0 N N �-C V ! tt zz as w rn D V) fw z Irr z 4 w4 NN O �m Q .. 0 0 O ON m� a_' m PN1� OD I I I W;Ip z o q � o Z z,_,4 o o �$ 0 ' Q _ a ~ o �m Z �0 Z V 0 Y z z m _�Il 4. z I a cV Hl CD l` O V 1 II O'1 ' I I f Lfi LLl �- 00 C4 H z v V 0 o CD z U W o U� z z ° Q� s Z __j V 1 X m �z o O D OL TT L V) C Q o W U 00 0 Z T m � z V o o (n d 0 U a- •� [ `� f : r • iac STORMWATER POND #4 FOREBAY "A" FOREBAY "B" FOREBAY "C" SOUTH MAIN POND CENTER MAIN POND NORTH MAIN POND TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S_F-) (S.F.) (S.F.) (S.F.) (S.F.) (S.F.) 21.0 300,195 24.650 0 89,083 42,902 46,722 503,552 23.0 315,308 30,353 53,802 100,877 49,310 53,233 602,883 25.0 330,664 36.298 61,585 112,783 55,832 59,856 657,018 26.0 338,433 39,796 65,642 130,850 65,828 70,339 710.888 27.0 346,263 42,955 69,697 149,168 76.081 80,185 764,382 28.0 354,154 45,894 77.991 158.421 81,303 85,156 802,919 29.0 362,106 48,832 82,230 167,737 86,589 90,153 837,647 i S 0 aw 3 , 0 STORAGE POOL O 28.0 [�" y PERMANENT POOL 027.0 j VEGETATIVE :SHELF 5 O 6:1 SLOPE i 2 FROM 25 0 T.0. ��.4.... , .:..,., _ _... . i , N 0 BOTTOM O 21.0 2 S CTIO STORMWATER=POND #4 NORTH MAIN POND ; SCALE: HORIZONTAL' 1 "=50' i VERTICAL 1 "=5' 15 1 / 76 75 7 ��- ( 1B41165 1fi6 167 / 80 79 78 77 ��--i -� \ 162.183 1 } -/'``` 2 \ 28 L \ 9 ` 161 ' POND ? \ 81 `\ '��' -�--, 1 15B 159, 160 ` / y =-_ i 31 `` 3Q I 33 157 32 98 ,153154 34 1 88 87 , 88 85 �' /� 152 \ _ l� 111 y' 1r' , 35-_ 97 ` ` / �` �,151`\ r ^ ' �yi.,� �f , `, 38 �y -']- _mil `-�'� `, 96.1\ 150\ 37 11 �_�'l 1 ' 95 149� 38 `1 1 ', 94 ` r93 �( 92 1, 1 148` ±'' 4 41 1�r ;r , 147 \, 42 1 �' �91 ' 143 ' 144' 1451 14645 1 \!/- ` 44 43 � 90 `{ \ STORIl1WATER POND 16 463 87 ` 952 + -} / 462 ` �/ ,y 85 884 1- 2082 464 121459 122951 460 tc461 gF0 \ 123 ,'-- 950 § i a` r \` 465 iat L x{ s it y-- 949 ` 458 �'- -_ , r si 124 125 4,55 948 457 456 '�) \ j 467 y_ / 480` 947� - 454 468 453 469 ; r 479 ` 945 ' r' r�k `� % 452 �' \ / '470 476 ' �\ 4f 943 r -rlrrr 451 \ 471 T` �� ,942'1h 6 50 \ /r 472 r 966 - gr �: f ' , \ 94/ 940,� J\,- 449 /, / 473 477 I 967- - \ \, 939; •= \�' \ 474 f1 968; \ - / 938 /4 448 447 �\ \ \ 475 476 ` II 446 935 a G445/934 444 /443 /' 932 / ✓ \ 442 I 441 1 1/929 919 / II 1� 9211 920 'rr \�ti?� UZI !� STORMWATER .�, '�� 9 -\ \ 922923 ,2, \ POND #4 'kr , `\, 925`,924, /r SCALE: 1"=300�% \\ ��^�� •:/ \ 3 i SECTION 4J STORMWATER POND 14 POND NORTH MAIN HORIZONTAL I : i 1 VERTICAL 3 �$ STORAGE POOL O 28.0 rn PERMANENT POOL O 27.0 VEGETATIVE SHELF TOP FOREBAY BERM 5 O 6:1 SLOPE 2 T1J z7. - ...FROM 25,0 _ . 0 ... .. _. _ . - .. . . _ -- _.. . _ _ ._ _ .. - ._. __...._.... _ :. _. _. __. - . ... .__ ._ .. -- - ' _ _.._._ ._ _ _ . NORTH MAIN POND i � FORE BAY "B,, + _ BOTTOM O 21. 0 BOTTOMO 21.0 _ 15 - r E NOTE: Vegetative cover above permanent pool shall be bermudagrass sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordato (Pickerelweed) Juncus Effusus [Bog Rush) Ludwigia (Water primrose). w< 00 ZZ as z 0 ww a 88 NN <m n �o �_ ry 0.T 0 d a rj) o Z z d o oAo z a o aim O !1 Z W U Y E- x 3 z E"4 o z w • � N M lf� V 1 � E-+ W LO �W CO N C 0 0 oQ z" W ` U� �U0 0 z tt_ r T- 0 N ' ^ 0 vj m Z z 00 �U U� 0 o 00 U 00 F O o Z O N L0 r- m O 04 tl ,- m Z rn +, _N C: -y 0 � U _ d 4O O O U O 4` s L- M 0 0 CJ 0_ ` 1 1 q 1 ter 'r all,`'17I4 iI 1Xt;,-A 1A1hry l: ft rl .1 II+- r, � �:�a. ,• ' , •.. •1, ': � 1 �f ti � +f ,i � h -, � .'+ +��' }.,.f i J ti<1 .L',•_ �I �� --._-. .. _.y --T+ � .� `«-- SECTION 4F STORMWATER POND #4 FOREBAY "A" r SCALE: HORIZONTAL 1 "=50' 0 k VERTICAL 1" =5 _ f 3 STORAGE POOL 028,0 PERMANENT POOL 0 27.0 5 2 rn 12 0 1 BOTTOM 021.0 2 30 BOTTOM ® 21.0 STORMWATER POND #4 FOREBAY "A" ELEV. SURFACE AREA (MSL) (S.F.) 21.0 300,195 23.0 315,308 25.0 330,664 26.0 338433 27.0 346,263 28.0 354,154 29.0 362,106 FOREBAY "B" FOREBAY "C" SOUTH MAIN POND CENTER MAIN POND NORTH MAIN POND SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA (S.F.) (S.F.) _ (S.F.) (S.F.) 24.650 0 89,083 42,902 46,722 30 353 53 802 1 877 00 ,783 4 9 310 3 233 5 , 36`298 61`585 1 12 55 832 59,856 39,796 65,642 130,850 65,828 70,339 42,985 69,697 149,166 76,081 80,188 45.894 77.991 158,421 81.303 85,156 48,832 82,230 167,737 86,589 90,153 3 TOTAL SURFACE AREA 503,552 602,883 657018 710,888 764,382 802,919 837,647 / 77 ' 76 75 74 3 164 165 166 167 ` t 79 y E STORMW TER 8D J1 �� i , 161 POND7 /'f \+81 ``" f y , 158 �� 159 r11� \ j� K ,�' ' \ 30 j f 82 / ''� ! 1 L k 157 `` , ' �- 1 32 + 31 / r% 33 ' 1 ~ J 84 83 153'` 154',155 , + `�, �� / 34 1 y 98 1�, 8B 87 '', 85 �'�'! ��. 152 \ 1- �`' '� r 36\ 35 1 1.'" -` 97 86 151 J 1t 3 ` fi`'\ 01--� ��] '� \,150\`+rJ38 4 '+ 95 • 148+\ \/ r . 4-r- � 1 + I J �.:�� 91\ 921, 93 147\ /' / 1 I 42 y 1 _� 143 ' 144r 145' 1461 �- / +\ 45 + 44 i 43 , 1 - f -� ' + 90 \ STORMWATER 4 �- r-- - 89 ` ' POND6 953 K 463 ---�-" `�- _ 1+ 88 K} qg ' 1 87 46 85 952a - fr , 462 86 `% ��^ r 84 r#max K '! 1 82 , B3 '4Yt,.•.i-� s,,.:t4 {tom-'#� '�` 1 , 120 951 �r 459 rr 460 I 464 , }` r 1rr �� M '/ \ 122 5 121 , 123 461 950 Je i 465124 949 46645 2. 125 457 ;y 456 /. \ j 4fi7 { / 480`. 4 ' 947 1� 454 468 -c� 1 F946/ �4539 ; ti 479'" l' 945 ? %\ ` /' 452 // / 470 x f r 478 /I 944;943� 451 \ 471`�.� 4776` 942,' 450 472 964 449940 , 967; I` 3939,'4 968; ! 1 ` / 938 + 448 / \ \ / / `/`1 \ \ 937 / _ 447 / /' 475 r 476 ' 969 ' ` \ , \ I II 445934 4y / / % = y l4� 9 932 / `\�^ i \ \ 4 443 t 442 931 930 929�� ' i Y 928t -_�. -R. 920 ur - 1 /1 -926 921 STORMWATER '�� /s� \923 922 ' POND #4- 924` 92 5 ', SCALE: 1 "-300' f. N 00, Z2 00 UM z Z 0 00 0N NN 0 �m ¢ n C 0 00 .5c� •� m fra uA u r'r u r n rig I fro �c 0r/�rrrJllmii,tr5; O a a Z " d 0 E" ♦ _ ao Ql�mz O ~c 0 H x :3 U � 3 z [--r a ,� z 1 a • • N to n rn a_ W VN! v LWL 0 04 00 CV O O �n z V 1 � z o a+ +, z s ^� r, Cx x r O V I �z oa �U N a.L T 00 U 00 z 0 Q Z O � N T tin F� m O !f Z m ) 4� c: U V a -j o o cn 0 o 0 a _ _ -- .._-.- I J'- 3-__ I..'. iS.L Y _ •1 1 G1 • _ ... ._.._ .. I 1 _ _. .�.�� _ ��L'1 _ .S �� .r..l / 28 78 ' 77 7b 75 �i� r-- /( . 163,164V65 166 1b7 \ BO '� 1 r`Y==� 79 161'"`, \ 29 STORMWATER '/„ \ 61 ` j _-r ` \ _ POND }7/ / -� 1 1 16D ` / 30 J \ 82 158 1159' { l ,156' l57 1I v/Zfr�r 1 1 33 32 84` 153 1541 98 ` ' 1 }f� j' 1 34 ` !y-' -/'- 4 i , 89�', 88 187 86 85 '` 152 \ L�.,,,yr"� . F , 35 �a� J 97 lr �- 96 ' 95 `, , -� 'C 149_-y�•s.?��- 39 ` 38 1 " ��` 1 ' 94 1 /' 4` 1 I -F --r-�( 14 / , l , , 40 / �__,�� 1 92 93 h, 1', 14T` \,/ - '� 1 , 43 ', 42 i 0.t 1 -i_`' J ,� , 91 143 ' 14-4 145 ` 146 , 44 , _ 90 45 , _ ✓' _/i'." t, '�~ �! STORMWATER - 89 1 POND #6 463 871', BB gg 86 85 \ + 462 84{ - L83 952 120 jlffi 621� 459 121464951 122 sN461 ,12340 ,` _�-- $50 ' 465 ter} 3c cr r y gk a rtk q$ 124-- --- 458 949 45.5 466 / \ m� L { s� 125t. 1 ` \ f \ 948NM ; s +. 457 I456 '1 /- \ / 467 X� A 480�.\\/ % 947�\ .,, 11 454 �\ 468 i . �. �" 946 /'\ ``r \ �453 \ 469 ,ter` 47$ / r, 945 452 470478 4 \i j\ 9 943 >F ' 451 471 9/66 84� ' p ' 472 477 94� ; 449 \ 473 2 r 967 j' `\ 9� 939 a:,4 474 /968: �=` \ : ` 938 _ \ 443 � ! fl 969 \ / 937 447 �' 475 f11 476 ' `/✓' 936 L� ~`/ // 446 445 444 ff 4y ' 932 / � \ 443 ! '931919 + 1 930 ` \ 929 920 927 ' s 4 N\ j 926 y 921 STORMWATER '� ` 1 9221 ,[\ POND #4 .` 924 ,\ 925 �r SCALE: V=300' i 3 AS SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN rr----------- II I I A A �I� 1� A ,r I I r M I 0 1 1 1 i I 1 4 I I I • 1 I r PRECAST CONCRETE-1 L-------------� e P 4AN VIE W LAA&1u 0 C= 0 A k I= A N I n r O AT ASH GUARD WEIR ELEV. SEE PL: (PERMANENT POOL OUTLET PIPE SEE PLANS FOR SIZE AND INVERT CRUSHED STONE - v,7I 7; :,.•J } f 1 1 �' J I Y ' 1. r'.i .+ :i..z.r. -,-P•,....:. t - I 1- / �..�...ts.:_•Y:'.-ro:..i F.ror.h...t 7 .s�:I� s 4 .-�f, :.\Jti '. 1 �....rs i ro'f�.a a� r,� . -.".`: _.Y.S COMPACTED SUBGRADE .. MMUN B-B SECTION A -A SECTION 4H + { OUTLET � T STORMWATER POND #4 "C" NTS FORESAY STORMWATER POND #4 5. ............:: ,._ ._ .. HORI NTALE1"=50 -' ~ : - .__ ..._ ._-.,, 3 FOREBAY "A" FOREBAY "B" FOREBAY "C" SOUTH MAIN POND CENTER MAIN POND NORTH MAIN POND TOTAL VERTICAL"=5' ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA " (MSL) (S.F.) (S.F.) (S.F.) (S.F.) (S.F.) (S.F.) (S.F.) 21.0 300.195 24,650� 0 89,083 �42.902 46,722 503,552 23.0 315,308 30.353 53,802 100,877 49,310 53,233 602,883 25.0 330,664 36.298 61,585 112,783 55.832 59,856 657,018 26.0 338,433 39,796 65,642 130,850 65,828 70,339 710,888 27.0 346.263 42,985 69.697 149.168 76,081 80,188 764.382 0 3 28.0 354,154 45,894 77,991 158,421 81.303 85,156 802,919 29.0 362,106 48,832 82,230 167,737 86,589 90,153 837,647 'PERMANENT POOL 928.0 VEGETATIVE SHELF 0 6:1 SLO FROM 27.0 TO 28.0 5 1nf 2... BOTTOM ® 23.0 NOTE: Vegetative cover above perry pool shall be bermudagrass Wetland species are to be p on the 6:1 shelf. These spt Pontederio Cordata (Pick Juncus Effusus (Bog Rus Ludwigia (Water Primrose 2 X 4 TREA SPIKE TO 16d H.D (T ORIFICE PIPE Os ..D. NITS TORMWATER POND #5 DATASUMMARY TOTAL BUILT -UPON AREA (AC.) 1.78 TOTAL SW DRAINAGE AREA (AC.) 5,50 % IMPERVIOUS AREA 32.4 COMPUTED RUNOFF FROM 1" RAINFALL (CF) 6,821 PROVIDED STORAGE (CF) 15,158 REQUIRED SURFACE AREA (SF) 5,614 SURFACE AREA OF POND C NORMAL POOL (SF) 14,716 SURFACE AREA OF POND C> STORAGE POOL (SF) 15,600 SW STORAGE DEPTH (FT) 1 NUMBER OF ORIFICES 1 DIAMETER OF ORIFICE (INCH) 1.5 ELEVATION OF ORIFICE BOTTOM (MSL) 33.00 APPROX. TIME FOR DRAWDOWN (DAYS) 2.819 OVERFLOW WEIR ELEV. (MSL) 15.00 t 10-YEAR ROUTED FLOWRATE (CFS) 15 1 FLOOD POOL ELEVATION @ Q10 34.40 SECTION 5A 3 STORMWATER POND #5 SCALE: HORIZONTAL 1 50 5 VERTICAL 1' 5 SlORAGE POOL ® 34.Q PERMANENT POOL 0 33.0 i VEGETATIVE SHED fi:1 SLOPE TOP FOREBAY BERM FROM 32.0 TO 33.0 032.0 0 MAIN P.QNP:. FOREBAY 3 v f BOTTOM ®B.D BOTTOM 28 5 - 2 SECTION 513 3 STORMWATER POND #5 SCALE: HORIZONTAL 1 "=w 5 VERTICAL 1 "=5' w .. ,_... _ ..._... .__ .__.. 3 STORAGE POOL ® 34.0 PERMANENT POOL 0 33.0 .` VEGETATIVE SHELF p 6:1 SLOPE FROM 32.0 TO 33.0 cP� MAIN POND t r BOTTOM @ 28.6 5 2 TOPOF BANKS-�� CREST OF WEIR ELEV (STORAGE POOL) FLOW SPREADER �z (SEE DETAIL) BERMUDA SOD FROM NORMAL POOL VEGETATIVE SWALE TO POINT DOWNSTREAM WHERE - MAX. 1 % SLOPE CHANNEL SLOPE IS LESS THAN 1 0/6 LONG�T�TDINAL E I N BERMUDA SOD TO MINIMUM TOP OF BACK ELEVATION 1� 3 -SEE PLAN GROSS SECTION STORMWATER POND #5 OUTLETS-TRUGT THE NTS PLAN VIEW MESH SHALL BE CUT TO FIT IN SIDE TEE ED POST CH. 40 PVC ORIFICE PIPE ROUND 1 at 1 1 I SEE PLANS FOR ORIFICE PIPE SIZE AND ELEVATIONS PERMANENT POOL ELEV. -dX2 STAINLESS STEEL WIRE MESH WITH MIN. 3116' STRANDS AND t" SQUARE OPENS. 40 PVC REDUCING TEE SECTION VIEW ST-O-RMWATER-P(�N-D_O-RIF LE PIPE DETAIL NTS VEGETATIVE SWALE MAX, 1%SLOPE CRUST IEq STONE 6" FIFO W SPREAD-MYETALL NTS STORMWATER POND #5 FOREBAY MAIN POND TOTAL ELEV. SURFACE AdEA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S.F.) (S.F. 28.0 755 3,970 4,725 31.0 2,094 7.356 9,450 32.0 2,690 8,636 11,326 33.0 3.703 11,013 14.716 33.5 3,974 11,626 15.600 34.0 4,252 12,246 16.498 STORMWATER POND #5 i i is ORIFICE PIPE (SEE DETAIL) POND ICE PIPE SUPPORT (SEE DETAIL) 12" HDPE CUT IN HALF LENGTH = WIDTH OF WEIR P +' BOTIlbm ® 28.0 ,r 918 I I TOP FOREBAY BERM \ 032.0 I \ PERMANENT POO \ \ 033.0 `\ \ STORAGE POOL \ \ \ 0 34.0 / \ \ VEGETA4 SHELF \ 0 6.I,SLOPE \ FROM 3210 TO 33_0- ` BOTTO� ® 28.0 \ STORMWATER POND \�� V OUTLET STRUCTURE \ \ 15' WEIR ® 34.0 \ 1.5" ORIFICE @ 33.0 \ \ \ (SEE DETAIL) 4- 0 0 0 V) z 0 a a 10 a o zo 0 CL g 3� " N W� 00 C4" .� �00 tr ma `11µ11111N,11111111/r'1l NOBS W op C� O ,yl ��LIO'l ureHn n n u u mtmua`oo\„"• S P� a� ii It a A ° z y Z z1--t C O ` Qz z ' 0 f- a��z �01I ~� O a %1 W o u) 0 2 w mV) a� z w x` L ' A o m z (1 F+-1 • • N C0 n V 1 0 W Cl} m W [ ' W 0° CV r 1 C I�IJ / ,� O 0 v zC IJ 0 L 41 r ^ O 0 W 41 z ° v U) Z _j cV cQ r x V J o n z 00 EU4.1 a� o T 00 U(10 i O o Z o N L0 O rr m - z of 4- C) V o °3 o a� a cry 0 Q U EL 7. F,i 11 .5 r f Y.� f y ` � '. � 1� I"!s •� � }. i � { 1 , i-''.�I 1, ♦tl�Fi 11'151;('` i� (I( - - - ,., rL�'./•�d:L!'i.'. 1. A.I;.i ':M - r S�0wXIE-R RECEIVED _•� ' • / • - - ` sOOO `3000 aa00 8aa0 ' ✓ /Y .iOAn Stl r 57 56MOW , ab40 j J !J N 2 7 2007 I 3 / ._•�• fi00A19006• :a7 b : ^ tl - _ W - - 1-7 n7 DW _ �' d fis � 1sAnA ,bA saga - SD 8 4 RDJ #a31 34vb 3fW0 ,b0Y6n0�"•\ \ �5wa �1 ,E ��2..90ea +3U, �— fD80 r -, 1' a . , - , 30Ap 3AOD � 3aA0' 3a00 ,pppA a9a0A; `� 17f' 20 fY rA00 J, Sao /' +', ObAg / J g7nU-0 non .r'rJ SD407 aoBQ� --" ° aab\ i 9PAn 5 •1�7x1, 000 Dab Ye 0.8 op0 S ° �� . - -'.., •,� ' sba ' r� S\�f I m s- 900A , 7. PODO 9 ` .. 3bdv, snob t Snbn - ,YnRG y 3a� B aabtl 9a0a 9a '� SadO 1 V1J_ / 3naa. v'1E Baba 9aa0 `, h 2600 - Sh aRAA�30A01 -.1;.t , .xw ` ` 6 �,. i�� " �� ` / V� 13o00,' '-' 1 " _ /�/-�""�:•° \ 300A 184 - g, n 2(rbn ��'- ,' 1 r 2S 24 I (' \ `� 3000 V , Y0R0 AOOS-r--"- �;- �49 'moon l'2oGr �,. Saaa ginnc� ��]]1�� ,J� ;�aOaf r, ' raa0 /^3000 7s S074 ° zdbb __ - taco , 4? Boon _ .... — �� 5sa j' 4voQ Jbd r + __ °aa `J \\ sao$' / - `1 Sa00 .; may+'.. 400a - % .` Oa '^Snoo``, P000 L-� •.:�'_ saUe +� 1� 89�A :: - /� Q `` 1 � " 'iUt}p \,PRGa V'^ `Af1� R abA\ el :bDdy� 15s Asa ; {6 7, '� 9nbU IBC ,i" saaa e7 ' oba�;/ `"� y �0 za'w iA `.lssaa' 6p ._ a�l �daa aai `:\ D 7 _ 1 qq 1 ,B aQe Dy 4 Saab t F(x00 © "- RSAG s2 rOCD. Ia6a , '' .1 r SOOd' ` ,3\ �• . \ 300p 30an 9 D iF:' FaAA _ ✓ 3 , 7fl0 ' , aD,v°ba s- Nso90 zany 'Q' \ ? 5 41f1 ' 3a0O .y xa00` ' •-\ SDOn ` 1.�i= a A 23Av � .f:E�S, / � 5bUQ :'�__. na Y �'IQOB ,�a0 aa0a Ja00 ` 'Q FnC10 6 l 9DOG ..10004 1{��A u4 } ll. ..-+•"` -- )60 ab00 �. 'Yo-0"IM1/\,/ - /'30aA\ 1c2' DU drla lj- U j'„ -. 4 �•i � �` 55nn i ..J -0Ap1!L�•la�R.� ��' lJ t__J -- __��_�3a00 a7A00 q['SA -\ 4 l`F' t` a,au �n 46&0 wab ` t^�sao f. 3v0a . = YDab'2AOu ,- c, rzn `� I5' flljU = '" _ ,�( 04 ' Q ` 30U saA\1. ' '000 LSD Ofi "saaa - "' as a ssdv / 1saAo O A Pn 1, j ... JanJ 1 4 ?non o _ � • a6G0 ` aR �. - ), g01d0 ,, ` es "$8bb �' ., 78 ate`, , + POQa " - 4170- _,,..�''' �v POND 6 Q �bbd �y `,%.�yaabn`•; 6\. L eona � — ! AAa SAoa svD s aboa 1 t lf4f �R `'° t 1 ,+�3 ` 3iMn n S o 2006 `/. \3.Gnd. 95Da 1 96nd .,,� . SO4#. - ✓ .�nnn -! 360A ! ss°o S�'Q C PD�D ab , ,saaa -,; 1 ,i. D30 q gl :1bDn `/svoay, - ". s3oo i ��``Wti S soba , 11 znbn l s� 41s - / 9anD .> lati � S9k1 `� �,6n00 .� " / - 88VUI � , t - � At,fe j P501 - �.. C ..,��, \ TAQA �" 5an0, '+,1 7 '8atl0 V, XnpQ /, ,4. ' �4s J �2nOn . / ,`-\ t d4 b 1 4 .dF+Rn -. J ." :IVDf - I„ s ,•.4 :.-' " 60 1 ` aad\ . �, n �I 2W40O 24Da°AO :+-�"..' �k -:" 3600. _ tDOtl L- o� _ SaRtlO�eVU \..;Y6 r.,.:'�I I.\„' - ... _. 1U700 , \AO V%, �P000 __ •'}_` �� 4ruA aR "- __ . ra `,35Da , '• dJ.3a Q CIO a - � t 9d009,:.• / �--- �Q / ya _ o H7 ,. � !// i! 0 00` © D 01�1111i. r'.!fooa 4� .:1� "' ,'fir__— •-- 'h 4Abb .,O� \2000. j 9SVa I<uDa. - 39na _"� - . __. - _ ''' -1 ,. zffSD31f3 �• 0 1 - 1� Clary 2,z %% ` .t $�' 3 vG _ _ - 9500 �, ` ` , �'` �,.0 2Aa ' dDad o `a N:F >4. gran ✓ 33ab 3abb' +3a0R... J 1 aDd 1 zba0 r/ �`600a / 34 saaa 4naA " O,_ _ ` annG `� tE�ti , 36dn 9saU:�.+•; .-' .�r3a00t09 '`20a0 :[li3nnQ l Y a00 �5 /•,r �C SOO 22 � r 3V00 1000000bur - --`� 4000 ±Qav t .sr Cleo1 a,Oa0 } { .�J \ ' .f,+ f f `� , IaQ6'� �40a0 ` ] 4 D3CI$'"i. r saau�yy )- ( "_ , ataa� �5. as°o^ sR _—�! roaa , ` os ao0ff Qnpn , f,,, ..�-'S�.1"1'•' /i000 �00 V 3ooD�I ' 3AUli I, .v ` VG7 r 8600 41000� ©' � ``�ouo ti J 1� ."95n0 � ` R*L�"� S 428.E SD$CQt19[7 �� saoa` saa , saaa asbn�' \'Pbno ao 20aa;+ % :rtVDn" 41i°D, ,5`. as°o ssnn` P� O aadb 609 SD610 S edad _ 1 vabA %abd� fax�a a' 1 :4rwv \ a�,. y �l ai .24 428 . rasa tt � ead0\ `, so00 zod0 •/ t a� I` sub 1 0� \ Clod my �`\ }�a 614A`. \ aa°° ' tronb a, z'Aon ;. scan GG }A ` !°aas /... \ 4a 424 SD611 (�13' / d°a° ` 629 3 7`\ saaa 0 40a/ ss@° ;\aaA 9 as rra�aoao ` •9I;. soao; < 3nria a,,cAva _ / as,s5424 . ' adno ; .ssan ) ! ab'a s `rasa 27 �\ Saba - yGap\ /saaa vsab aaaa :\ �/� •1 r _ %' ssbb :�daa ` , '145 _ .; f \ D'N.3 I olio F - 611 ' 4 `, aB0 , „ �' a000 nGU 1 za°°J ssAA ti ana� A M sao zD,D 42B Y} t�. \zao6 '� .� J• ,` ,•.�..,- , 23 3a0d 3a00 �� ` 1Ptl� 3 `� ` ` 4a0V ' 4s?nP -30LK1. \ 1 d!/!1 .. r00i adaD ' 2f+6 �BaVA lid' �:. \fUAO © ' / E000 �`7'1J --�yJSan dbdn n, YG6Fi a 7<Fa �.. SD6]. S T000 'V L, 25 i. q.. ~•. �/ .).. - a. v �. QOa 500e 2 Aa ' g, iJ,d4a4ad : Ir . iadD A : saaa rRn �',` �4ouR �+ s,,aa : 800 asod f saaa z '9 3 / SD.30�' ! �'s AD zanb�� h�rann %\ � a 4 h- s 2 A � r `, 6z4 3 //r �j ' J ` 6 0 `'1`{ ao , �_'•� \' 2060 "YY�. 'JSRu , i aadaw, \; .!Gall Du �` �'_'�---J� 43a00 II a--000- -Sa. _ - 3nR=Ar{ 9 ado , - a• • �• ft / , ilQVb/ �..' fROa 9e'A17 5a! I 4 RRab �"^�. -'^a 1' 27 , zavD / �,, %^ \ 41 of o f i �` xoaa o 1. Cadvv 5 I _ as b ! _ .,� 4oaf7 y E4 SD `, 3ar10 r T _ r �., sddd 1 r \� `✓ 30Ra f 14nau r ''6,rY aQOO RDOEr I DOB 000 r( y aa0 Z-• - �- 21 �_. j / 9OOa1 If -7-- { / / SD305 ±\'rOUb y`X bJ,2aaP .+ \ D ( 957J~ f E{0Uf1 a t �: t 1 J000 5' 2 200OtP0o0I Z0a �` 3000/ ` --- ' J 3aRn 9,." / // - fa:}U 45Aa r �`-�'•Se� V�4i .. �� `,� -/20VR `\ �" JSap <e3_ �4�a 5000 , 2 D2 / ' J +� 3add'�.2 _ `a000 `SOav 4 GJI+'D63..\�a� 429— 4 rrb 3_' % 111 '�- e 3 ate' r B r 7 S 3� \\� 2D Fw .'` e a 20Do sD627' '(+ �- , �U00.,-. r a QO • j-1USUOa. r. a00d 6a SD�2 26 a !B r zl>6a• - _.. � �• � r " ,.... .. _„ 6P00 t3. to I aaaa a S QcSoor5Lfi.2£g . 1 o r s 17 '1 i2 a ad q sGaa znaG : �- .iovc D436 ll Ya saaa oncego zoo SRAG 8 en vy f \ s, I r 1 � r D 4 ` qa� snnd� � ST WATE Pb 04 (� 'FORE ✓'C' !„ Ili' C 1 T'4 \` 34 r Sj1432 D43 �- D00' RUA-0 \ soda SD440 } / \ ' SD] SD439 13 �5441 ibU6'+ SD442 y \ SD r V 5 444 I \ SD444 446 448 I, \ r ` 3821.10/� / �418 �� •� 1A� °? D445A5D446 SD i Baei.�%yam 1 *`3 is 10 1132 \ ` + S FGRQ3AY 7? /r / f 25 d$$n f s aGG 'lebA ri\2Bay r,, N�: Y'_`STORMWATER POIV[ 1 �`lh� 674 873 ? \�J� B40 , ` 8+5 \' I- F i SOOU,'4AUD `jam l" FO-E' 1 \ if sons 103 '`. / 867 �!f) •'✓� 848 i 8 1 ©�� aaaba DPoIWRATEfF P�ONB�j \ >t a9. F CCJ/1 IF Il- ` \ , Z`'a r� 10 SQ2 1 aADA' s°° avoD Dios`, rbov` radD STORMWATER POND #1 FOREBAY I'DII / \ zo°d aonD �a7Go, ryfaou` SD50 a1,o /SI11A, Qg13 d aDbf, SDSD 50 SD502 t 1 �- 5 N a000 5S0506 ` r t eis s saaa 50591.71 saaa Sabo, Sam -� STORM T R a. _ .. _ .. .1 .� ia.`-s-`--" r_.__. _ s---. •_.�- .�.'1'. ..._ t__ _Y.!1� �:.. _ 1�. ..k..tS LL1 L._.. Ll_�... �._ r•.:::•) i�I�i 'I .-1.. .. z F WC z :m w vi LO z uwi U � a o � o 7 J F W Q L� Z w az vl O c7 4! Q� W 1� Z_ (J] Q Q m V1 w Z 3 77 O O w w w N N w �_ O Q w Q ,n 0 ED n O O O O C N N N N �+ \ to rc O •? K3 N N N 00 �.�,ux+n n n urrrrr+unq�� No lot 111"ll", A d V) r... Q Z O O E•j Q z _ E`--r P4 a zCY- F-4� a � I W� o P4 Z x m � z Em' o °° � w z I P. � N n M I LO n p V ! m W rn �W 00 N �z CDL z " w U� ° �C z Q- U) v� x 0 Z41 m 00 U L o 00 n U OC) 0 z N � LO r, m 0 V _ _ N U O Ul m m Ca �- - - -- -- --- ---- - ---r. *r r f = � - •[- i -r''' � • ry :• jiT '.�"t '. L'ffT_Fr �_"i""�`� ` j.' � }t 1 T -- .. f' ' f�. r,r r'r 1 e' rl ! ,� ' f1• i ! t tt� fr'��, }��;, :, ' w V1 t� _ a '. n n } ... -..,. _ .., ....... '� tg _' III ', %. //',. 1118�nO�.? .,,Darn. yr ,, :. :. _- o._-.._ ,- V .. ._ ;_, _ ,1 _., .. -,I. rn �a� r0 + N VAN CI a W66",.. N� , i w g �z s _ ,; w . : _ . h \� ":. ... ,. 1 , ` yL ir..b. 3:'�,..�,- is :,,r .:. PVT STA 14f5300 r .. .. r... _ ,,.1 31 51 : r -. _.. ..... _ ' 1 0, - ,- NORTH BALFGUR DRIVE �' .. i t, /.. [ .; .. & QGLETHORPE DRIVE ; STA 14+55 0i3Y 94 _ _ : 1.k313•.99 4 -. .1 Y �, r�Cn �� , r c��wour ti .,,- _ k . T,v el a . FANOUT r' O I- !I I I 1— il 1: A'-3 . ... : _.__ ;- _ Ir VA 15: I $ 00; 344 s Y r ii 1 6+D0 ,e, „fa,G N , Ertl, :: N'f' : "t m�K I v0 ... ,. _ I..— r + 1_j I m WWI a�,oc+++ VI --..W _ - ._ , I -. A i/1 L+ N R - 1 r _,.,I� a I 'H I G PVT , ._.. <. I STA 18+6$ 00 A 78 ' e r_. _. 14 _r. r. 1 1711 ;, ... W,.. 1T.. A. _ .... .. .- r I • a _ 1_ - t _.... ,.. f - _ r 4 PVC TA Y7+S4:00 1.82 ['-A .,.. �... :. : . ..., 1-1 18+OD >r�ny 3 :,- .9.w_ " C ,., - 9 ryry +c , 'SSA �:',F'%t , i, I . fin_ ' i �Z ` ...- :.., '... ; �rn_rS I e ._.. ._-_ 0 ., ...rn. , .._.__ Qf GI .._-.,.,.. ... .., .. .. 4- �' F fl. %a 1 :r Dot I 1 _ :-..cal _ .., 1 _.:. - - .. �.. i r 3- l L. 1 :I C 1 - _ .. ., _.. 4.0 3 10 AT 5TA 18+8 x I 19+DD r r. 3 . t . 1 , ._.. . .. -.... - _,. 1 _ I " u -. -, .. - - - - 4 � II rv... t.D, I -ems r - I - _., . in jn� ,;it 4. 1 m ; .._...1.... I-L. - bk j.b -' Camp � II II C i.a�� r, t =1. _ _. . _.. __.. ,-_.. 1 _._ I. .... _... i z 4 . _..,, '.,..... - _.,_. _i - „_.,...,. __.',.,. _.' Y--..i.. g -L.A..".._ _. - -, , i 1} I rn D+ I k r., . s, 1 3 : u rn I vao 1 r }._ it I � .... .._ -. _.,Ol 4 kk 1� , , r .r ;ter : 1. `: 34 4g , ., ,. 1 1 r r '...._._. .._ y _.... .. ,,.... 1O -.:r �. c.,,.x:r- r- �.t.r .t :r-.r,-. .,., H1 ni•: .:.'r,r m•c:.; 1I,1 it}.ran.: a:r 35,12, u A a 01 -1 __... :.,,.,._ sl._.._, rI _ f �, w ._ .,__ A w - ' a n o ;':.1 .1 ?.e,.,, i _.., ] -r..., "� .",t, .t, ,i .s:r -tn=I 1y-,.1-e.La.n • .c,,,n+. ,.a..., ,:y,t A,y�;py� •1. ,,:.Y-r..'��i Y ,.c..6.:", . ;- ,,.;rm,..,}Nn.c�tlr I� n G j 11 , _ � r[1 : I.. i. ..' ._. a _,A __.1 s +QO �Y. r, ., r.; ",,:- „w _ vVNr' 4� Y -„r _ _ ..V r „m;,,,-_4 wig.. .. ".v. „N, MJ.:: ml , w � + 1 i S -", f r 3 r I I -. _ ¢ 1 G 1 ,t s- • M PVC STA 22,70.00, r. 1 o- 37.50 9 1„ i -.; ..... ...._ -...' _ :,_ _ _., .... IT LW .i ..... - _ .., ... :...... I .-.., .._.... _ I I A I 3+qp"."." -"..— s,,tr , .. �.,.. I. s 137':B'1, ro , mx�:_ �, ".'i,,. rr }f yl _ ur o ... G __ 13g N 1 cu w _r „a1:., y . "r,,. r s —41 :,37n'B2 : ,ri-w.,r:r s g ri r P j STA 23+70:00, 37 65 ' 4 teEoueaA t aeAN 1 ....., ,.... . , .. t_ -, -. -.... 1 _ CHESTERFIELD- {7fvIVE ' NO v STA 23+99AS 37 3A T i rr,rr � - m �. A ��.�,, � � � � gym' 32/0* n: ,',t.�,� . ]) _.... "._.."I ... D= __ � .. .... �, I � -._ � , m I _. „ I . 1.1177:0. - , 1 ,.,-^� §rr,-, .ate ,..�.; an.:�_n� �w,.r ,r36 7$ r _, p 1or,..�-t Af • n.,w . R ' a z ... r �J } :. ... 6,-23 , ; ! . on I N �± _. .... ... --ry t C ..- r. .. I i r _ - _ ...,� _ _.. _ ._ .- a .-. ti ._. .. ..- .-. r' I .. Y r,1 r _ .... _,,.... .......,. 11 ..-.. 1 C41 _. ... r +Oa ' 1 rr n „� - < Y - 1 :e , i':: w 3T ', 14n: _ , , .. __.. _.I x, :.. - , ':, _ �r,-, 1 r 1 - -., ...,., -_... - ..._-. f r _. ... _ I I - _. ! M 1. 3+k59 y ,.:. �l : r I I I 4 r s I W' ` _ I w . .,. .. N m } t 1 1 9 ';--a r- 2 ... IQ,VN .z I fC,l. 6 4 Sheet 3 of 42 v3 W -" cv 9 1: -r , 9 ` \ I„ / Z. yF '0 / �' yy� ,tl x ry 9 C I a a 1 ys z •N/° • ' . oS -az ,, , > �c ,ti 'INkl __ 7 f <<Ff�F :d,�N�v/ a°� .` , _ � r / / �, /Y any t t,(j/J ,j =; Un40 ,I v \ /' fi. a y t /a S Gy y . �'': F f, o M+ r F ! / M1A 0• 'd0 �,: � 1; r S x r � \ r' b,�11 u ' FS '\ APS / .'1 F Z (no o��;! / / Y IW r d!„S� 00.,;y,F-,y°�N[ \ j z t IIIr' F [Sx `� )1 rnwm rn�u , CO / ^._..._ .. .Q� , '/ b' _ ' _ �. O wCYi r f.� ,,, ' j I fir.. 1. 9 �� r ' `. , ) i S /1j x x - `. �', \ C 1 da Iv / '/ �d 3'3� \ Os0 \ / M rn S \ 3s3� s \ ' ^'� �V ass o�� ,\ oX (�`d �\ 3 �J . 1'y�Cv�wA' r- \ a `�O y `_ a� ,: I.I \` \ ; `j y, } , V \ i�'f \ } ' I e �:' l ��w \ / i.1 Irn �,� � I \ \ � I \ ,[ ? \ +R r � / �\ , I'll�j�/` :- ww �","I,z �s" Y "' inR z \ S3 _ "'_i'_'.'.,,_' ��"�r]D ,14 4 �a� �p_ _ �" � 'DS � '�l'`TdiS IIZ x r,4 � \ OS � %- ` \ ,�''� 61 oo — , X0S '� T, , 11t X 1,9 \ i c��Jj/_ \l 1� le I'� ti // . . 'N '. ' \ /a �\ / C11 I Y/' '� / f ``�%/ a \ 3 �\ / ' is ��. -" . _, , jar . / „ '\ 1 f^ 11:1'- �� a ��/ W '•� �'' / / ¢ C \ , / ,� . T t. .: ",-"'.L.X,r,, ,' ', / f VI %4 Y -. yT" _ i J "' 7 jrf _ h+ .'f , . i' 1 ` ;.A �.! :: _ fi. - 1 1 "QI `/fjf / ,: I `\ � f r g ,f " I 1 ! h: O r'� , [. 1 W D] ,' . a r rnI �'\ -'' r Zy f �p , _,:j_ } r 1 / ,f �1 it `�r I f A, ' J rk {rr 1 ` ^ Yy. cJ� __ IWa _lli�,;. - ' _ _`�rN 4 N 1 I r` I1 j "�', I . v a / '/ 4 'aS i ,T" / Ve / / v 11�1/� / . 1 t l� / I / LJ / 'v / FF-- . / a �F .. / i i / v, i `"''' 1 s ..ly ��,. ' ".w 1( of *__ I; /' y "` ///i ��v,.. r_ �:. k /' - / - b. \ Q1 - I ,_*- I �, 711 F t i rol i 4f{�� r, -.,z. l '�w1 x II' g' p�-,ri'f ui ." " ,..__.. ,'"J, II` '� ' ,rely} ��uF t -��, + F ' „-,:... O C ti"' i O Y -' f .,- , �-aWW+p lr c.u, ru,oaa�or Y,: .r a1,. �r N CaW 4 } I L i-dVSrrr 11 ` I '% ,'�,LwQNQ� 4� p s' r 13 I, _ f' 1. 1,r, 1 { �1 +. 1I i,_,;1s I4 — ,._:;1 u ,r I ��^ - : 1 r :: ; ...,I. ' -, $ - r It 1'� - A. .. 1 ww + �'• ' .�-` 1 srI ,ran,• Y f 1I. i, , .Y. .W,y, ..y I wr'' , -::rye : { i. .: 1 _ — j.5 I 1 , I its:-- r 1 11 ,• I I - �' I NW 't,� II �_ \ fin__•_'. t.._ Y� My } � _ '. , + d I :v. a. C1 W I - 4 4 1 �_ Hs _ 1 rt T. I 'k I 5 1, 1 4 I •� '.1 b \ 4� �11 \,'. ' ' t rr :: J, - 'f,r.. k'.,• ' I a1 ram' 11% % \ '/r \NSA ':, _ 4 :c,. , ,,.,,,xn-w: , [� k 1y , Y I' =r `L , 11, Z , {L , "-._ -1.lrp .. -1. Y ..S I C .:5 Y. a ;7I -, A� \ , E is - 1 , s� \ 44.., \ \ kM \, 1, ,r I , yb m 3, '_ - ';. , ' \ M \ 36 \ �'i . F _� \. _ \ IIIIII c PS ... \ , \ , ppiyn_,A W \ _ mm 3 Fr w-: \ \ T R k .. )' r 1 \ <,', ", 04 `\ �qF vm A4 p�� fir, r(l W N " y\,- \ m m /_ z D - c11 \ ��Id \ a o'� r'p¢ CFI., - -- r --- ' \ -,^ ✓ Is Q-ii1 m \ � z /- / , f /' 1' ,� " p4 I I J J \ ` s 1 , �'' II \, I - 1 'F Ul 3g ' 1 1 O .,. — P, \ II 1 r . �0a `1 ,P `1 - I s I �'R'. J \ ,. 9 r] I �—T{1 , /`� i �� ,' 1 ` J no , "✓ N I l ,: \\y Q �\ \' 1 :...', III * +I � rnrn I \ ,. �I , I I! a n m . \ �' r, :. p 11 1 . 5 O �6, R, ,,, 1 e1 \ '� . Co--p. ,;, ,.; "� 1 ,., �: o ,-• i x ,� , 1 �1 r �- ! C A ,.... 1 y L 11 'M"'� ., § , !1 j f rt 0 su s'=,. G 1 v' I` 1 ' ,.," � i 1 a :i f 1 34 1 1 l I IN iI .. r {' 1 N )1 c �� ,� f , 1 I 5 F + r) -_r— I . 4� 1 �a I1` 5 1 +�' 'J _r`I`k .',\_,, , I f ,, , ` 41 k.-,t 1 1 1 'I \, "' -�" ' ;I: I � --�- I , 11 1' �_ M1 , 1 I __ to - 1 I %I 1, 1 d I ' ' , 1 N� '" i j Y i I I 1 1 ^ 1 1 I, "' �C15 %L. �i �r6 r"I'' .w14�':r. Mil 1 I%'fl I r 17 .I, Y WAN Y y, ,,,'Pry Ii 4'++ t�� W+r&,",.w �, lti-]7' ��U tl Y`, ;141 1 t NS �� , ; h as• ,dy t r t 13 " .'j,{'; H., Lb4„�;4 a .,;4i m. F'�b^I'I �" I , ��'q.... l.�al(� I k) _' � C 1 5 y 1 L tt�i - �' CD�l9V � G t III ` 1I i p''°�xLZ na 4 ---�- ;_916 Nil Is �� N 0ti � I I 7p I } :` I ` : .- }14 'II � 4 ` _...- 4. . .t. .. 1H a„p1,11111111111 11 r f r I Iplgryq SGQIe 1"=50' �. HOUSTON AND ASSOCIATES, P,A. PLAN AND PROFILE —F FOR BALFOUR DRIVE �,`o ;- Revision: 11/11/2004 ADD CLEANOUTS TO FORCE MAIN. Date 9/27/2004 z �� 3/31/2005 REVISE WASTEWATER LINES. Drawn By RNH CONSULTING ENGINEERS THE HAMPTONS EAL y 8/25/2005 ADD FUTURE PHASES. =c- 9816 Z9 4/25/2006 REVISE NORTH BALFOUR DRIVE ALIGNMENT. Checked By TJC PHASES I AND II %%�� 0 6/20/2007 ADD REMAINING SINGLE FAMILY PHASES. IN �? 'roje t No. �838 Formerly Brunswick Plantation North Addition ''�9 O"5 , 117 Pine Street P.O. Box 627 Shallotte, North Caroiina 28459 (910) 754--6324 BRUNSWICK COUNTY, NORTH CAROLINA II 1 . I i r . r 1 I • `\F`s oc*'nso� :/ /'a � � � \\AF \'Z",�^'3fi % //�\• ;ice ,.. _ ms-� tip 23 X. V \ �vP ADS \ - sF \ • _- \ of a q =� 231 36' 1 " HDPE VIP \' 3" SDR 21 PVC PRESSURE SEWER -,\ / , •^ - � r ,I•si � 43 - JUNCTION BOX v \ / - \ CREST t O \ r T.QP:.34.0 50.6441+INV. IN: 28.3230 OUT- 28.3 , 1 As\ ' '\ 229 1` j N CURB INLET STA 43+51.10 w I w I .79 226I \ oP -3.71 Ir 228 227 z� z 1 \ INVJN:29.3 \` \ INV. OUT:29.3 f o[ N I I 225 CURB INLET STA 46+33.67 TOP: 34.91 1 INV. OUT: 30.1 j CREST 45+, :3T i f CURB INLET STA 43+51.10 - - --` -- ' CL TP: 33.71 1 TOP: 33.79 r ! INV. OUT: 29.5 46+ 0 47 00 22.-_ 18" RCP- --- - r: W� SD623 SCALE: 1 "=50' I 1 1 I 1 I I j 224 223 1 I f 1 F I 1 II I ` CREST 0 j 48+ 12 87 o I' I n IZ I N Iw 222 " �"c N 221 1 I CURB ENLET I N I STA 49+83.59 I E 34 CL TPP:: I I TO34.97.89 I I INV.IN• 30.3 j INV. OUT: 30.3 I ! I I 1 I I I 220 1 iII 3" x 2.5" MJ REDUCER i 4+©0 49+00 0+00 ST+6p_ --7- - ff ----- -�--- _- +4R7- ----- -22 S0le 63s NO 1 BASF UBH Bj _ - 1 11 - FAA s r.�.+-J_- �� Ff �� yAkIF 1 _ � 1 4_--_---1_ _ 1 1 i0 Y((fl - fAS 1 I y 5 e MJ TEE ' `FIRE HYDRANT ASSEMBLY 1 - I 1 1 1 - 6" x 4" MJ TEE N 1 , - 6" GATE VALVE & BOX \ _� 1 - 4" GATE VALVE do BOX- j 217 \ �Q O� / _ V �_-------------- - ---_ ___ 1 1 1 N 1 a 1 �' 1 Z 5 1- 2.5 x 1.5" TEE \ ' \ 1 y 1 1 - 2.5" GATE VALVE & B07= 3 CURB INLET ` �1 1 1 - 11.5" GATE VALVE do BOX : / ' I AN 30.3 0 } 219 ' 21 8 �fg11 N 1 , 1.5" CLEANOUT 3s '`\ ` Ufi1 / r R' g 20 SIN1 1 / END -LINE CLEANOUT CURB INLET 5 1 QF s F \ II STA 52+98.74 CL TP: 34.11 5 1 / `' Q�E _ 'r8• ` 3x ` ' TOP: 34.85 INV.IN: 28.5- INV. OUT: 28.5 1 - THRUST COLLAR FOR 4" PIPE , - 4" GATE VALVE & BOX 2" MJ PLUG BLOWOTAPPED 2" --- - p0 F t % x(f0 a En JUNCTION ` � TOP: 36.4 rp , ` \ `Y - - - + 00 `- f�� INV. IN: 29.7 rC INV. OUT: 29.7 I a bVE� S�ERLINE ' I � RppRO X1IBATE G4tJ�E o -__ _ _ a GRADE •max � 36 MIN 5 (OVER 3 r �#UNEI€1N y s BOX r 2T RER.. , H 6 5" FOR E _. 3-W ATERI IN z � itES�tSR - a GADSDENCUURT WASTEWATER PROFILE, MIN, .. SR AA ON 18 HDPE SD26 B HoIzd T .330 x w a O` O' p CDY �5 2 F W ii w Z w `-' ¢ O a O w H 7 J Ll Ld q 0 ? _J vwi u- z_ U ¢ = m !n o a z V) � Z z O O w ti w w V4 V) V) _ Q p O q K q 0 o 0 0 p O O Q o Lo ) In ,n o f M 00 -t rp „p,ypll„I � NO 1S ff to 'C+3 Q z P4 A q o V Z wd Q O L ' Qz x Z C4 Z z0 O LL- I W V O xa�z A m� z a m z w � N nrf] I f` rn o v W rn W00 N � \ C lVJ r n o o `.J �z LLJ 0 Z �C7 z ° v v I N ^ x v O m �z oa E� TT L 40 0 1O K) U 00 O Z 0 [V T ram] n M O II N 7 Z v � Y U U 3 U v L-� O- m O LQ (-) a - .� 't�1 �I f; 1i7. r. r' `I , i }} 1.'�It dtf, rtls �ll•4}4 ,+yy'f �1, .-•i. +.Si .}}r !�?I �<<-�4�f1l ■ /I--,0�7O,-�r' e C 1 a 1 y.,�C 1N3lY�S� s, r 4 err 0 yam" 2 , N , *z9 S _Q .O- ! a r.. , .., 3 11 -�. I YAIV , Lq , - - 90 - - ' " / �, �-�; A , - _ �._- "- 1 gq , �� / �' .� 3 J - -�i;�I�s �;� .� . .�% .-�I. . II -,, . ��... - ...I ; I --.--!��4lCe-�4-��--Ab�-�� ---- ,a 1-4 --"9e - I�, , � , -- , -- --.I! .., , ,2-� . -- -.--- . --- - �. -1-111�- -,-71�.. .,...-- I -- -t--p--I-,.\,-a,-0.. 0��'- ..Io ,0 �-4�, -� .-.3z--- ,� (� I i,I- 1,�� I� ,��I *-1�� I ,-,, l cp A 1` -AIiQ ` V gVi 3 - . 4 yy m I �"' �� ` '` z?,' , t ; { ' fy - l .' - - ; , T 36 .-rt --.'--,",---. ,"�,I -,- "-,-.--",-,-I---_- ."�.-�I .0 - .1I-�I 11.-.. - III o y c i _ i N c��A��'c� "' Yam' : , _ , 1-11 0 2 , `- C , y her C - _ _' c V ; ti$ w O� m ` c� ,� ��,rC F r ' b 1 i "i INV 28:0 } lNV.: 26.0 n :, 1 1 ,v , _ R - ._ 0 e, . T.. -.5TMr, rs ttiQ __,_ Y 0 �] 1 a __ :. '-:r; - I o y , :. }o _ ,� , ,* _,.. } t ,- - - --� -.. 1 . _ ::-: - - : , .:.. ter.. 11 - : l��:t' � - y _ _ nV f_ _y d _ rn �; -- a - s y - 1 ti- Q 4 _, _ 1 _. I ".,.,.. 1 I K. 7. I I 1 ' r w,e.._- - f.-- _ ,r. - 1 ----- - xf Y. 1 , IV 1 11 4 = 1 CURB INLET _ ` STA 67+95.00 1, - _ + TOP:311902 4 INV-IN: 31.8 1 INV.OUT: 31.8 I � 1 39 1 4( j . - _ 1 - I ' 1 1 ti ' � 11 �' 1 11 v_ -----L-----r- f - .. �_ - -- - _ _.. g - -- - -- ._. t%- - } _ - __ _ „.. 34 - - - -__ - - -- -- SCALE: 1'I=50' , . ! . . - ---- - z . : :- - - p - . 1 . _ f i ' _- ; t l :r. - i- i ' .: , 1 3 _ 3 , V 3 $ B 1 3 Y . _ } .. ....-.. _ .. .. ...... .... ... ...... -_.-- ..._ - ...._... - i.., j x , � - ., . - ._...�. _ ... _-.r. _.._,.. .. - - 2 - - - ,. - - - i ' - - HORIZ NTAL 1"O' C1 i - - - '. �. ,, .1 f . I x : 1 VERTICAL 1 5 F 5 .,. 0 _, - - . - f _ewu _s: t r. - ' 4 , } - r, - 4 -- _ . , -_ __ _F . _ __ r:.. i S i : i >f r [ ' a S I�j r; K , a _ � �, - l Vi - o . Q - _ - : -_ h : :. - - - j : SD : .� - - : : N i dl ., - - - - - : - i - r - - - r0 4 - e T2 m , ; . - -. _ ��_�,___,__ --"1----- __ _� a 7 1. 19x 0"85 i -1 04 0'-. 4x' - - - -0-77 , . _.._ 0- �. 1 8 _ z _.. _.. : a _ ... - _. _ .,. a = -. ; . 36"` 1u1 c - _ , i , _ _ -- _ - , , r . , B TC IN 1 "` t COVE - 3 CATCH BASIN 50631 - 23 PkYC PRE SURE S R: EWE _ _. , do 18 . R S 33. Db - -,. . , n Pv C 'PRESSIfE SANE 1 . - , . : : , 2i' �DR'21 '. :._... __.__. -_.. „_ _ ...... i , _.. . _ .- - -_-. -. _,_.. ;. .._.- _.,._r,_ -... .._., - ._ - _ f RCP . - - - - - - - - - i - - _ - $.. - CATCH BASIN - ♦2CP �` sosila 18. p S08 - . t . ,! _ 12 bIIN.. 1/ERT1 - _, I 1$ do : SD629; .-. - _ : - i : n z� ROP 5063 ; ; s , f. n 3 e . . 0 . , -. s P T10N SE AfA ; , I ;, >n 3 - r - r „_,_ ..; u r.y t z r. s _ , -.,, r u r .. ; �- : .t _ - : 0 4 s : rn ,n - O i n f] _ _ n 17 :. o _ , M :: i - : : P-y : _ _ .. . q - : r _ _ ._ - - : :. - - - I - - h - tr! _. a .. fO .. h Iry t h p O : # .- _-._ - - y - O O - rn - -- .o a o t , . ao , a tr m : r _ _ o o _ _ : - s- _ , o _ _ PVI5TA162+50A0 i _ _ _ o # _ 5TA. 6+94.00 ' a +s ae _ _ , + _ TA P1n 5 .6640.90 eD =- e o , - o. + -. . _ _.. ..:. .._..__... _ ..:_: _... _. h i , c6 -. PVI STA, 5 , +40.00 i m o t -' :. Pva sTA s +7.44_ 0 tl , o _ _ PVL EL _ 7:70,-: 3 L. 1 0.0000 . ._ __ _.._. Pti/t ELEh/: 36:3fl L. ran. non - _ _. r� PV[ EV:'B 2 . - f2 :4 , o4-4d44 ; ¢ :;. vi s, PVI 5TA 5 5+50.0 __. >... ,_ ... _ . _ - -. _ - .. .. .-_ _, n , _ - _ _ ...... PVI A. 56+ 8tOD 5f 2 Pvt EV..-37.Bn o P.Vi FiEV. 3 5. G r _ _:.. .. .. _ . - cv If_ 52:800000 _ ..._ _. _ . , ... + ¢ IG. 5fil1 fi 6 - - , -.. ¢ F - _ 5: 6 27 9 - K. 1348 i PVY, Eta/ 3. 7.30 - a < . a I : ELEV. 3 .7 PV . 5 0 0 I_. 100:000n ,n N L. 100.Q040 0 E, ( 236742 r� � E. ,22 556 cn : _p': E- 189�008 i "f 2 000 L. 10A.4 . #.. 5F3F22 _.. - _ .-.1 Ofl t .._ _ DQ.444 .-,,.... o __ ._ ._, _ _. _ __ x _. , � #C�,�.B, .2_._� E. n.25 788 , .,a .62 �..37:A.'-r_ ro G. 6 1 3 4 ,A.. _.+2.. f . 2, _. _ . - µ - t_&6 3 $6- 7. 6RST'. 8 33_ ... a -"_ '. _ 505 E.: 0 12 : , v ,. 40.607339 K. E 0.306317 rn _ E. :0.383529 �n .. o !A 5 G'• 68 36. ¢ �; _ ,- E Sri > t� _ a 4 . U CREST., 37.11- ...; .., a_ . ,_ _ . - c�� SAG. 58+4 1.49 3 '92 F- to 00 CRE - 59 09'.37: _ ST +51 44 S .35 ur, - v _ a . :55+66.1.5 , : ,. �, � _. ; s s _ a n : , .. i x - •. : �; ,, _ti -, N 5 ! , 9 - " - ,- . v :. i . o + - - - of o: n: : +, +: u .� + . , _ , i +` :. : + - + _. +3 +; _:.�J + - :. c t _ :. : _ V%.. _ .. _ �.. _ _ - F f : a.._ l V ;, : : -n t : i l _ : = , ', V `J. - i r..�' �K. �V . 2 Z F-7 � Ld o l!J Z LEI rJ Er u� a L n- o Ld 7 J cn F In O ¢ o Li .D � 6 � UJ w oL z e, W. m (n 0 W a_= Z w ¢ < K Z d 3 P� � 0 p Li.l - L4.1 L4! N N It _ o p ' 11' ¢ Ofo In co i. 7 o 0 0 0 O N \ \ N M N N N m \ \ \ \ 0L ih ar -,t I 1D 11U11IF4H1111wr0�ry'„' n , S, . �� = � 00 - e� ON 1 ^� p,ry fllrrrrrl7Nl nur A 04 5 a U� o Q 4 Z o Z ,_,14 o 4 -w - Qz z F Zowo a �� z z o � 'g Q L` , Z I Waa o U w <�� Q) o W xm � Ix w 0,A� 0 D z E1 o -�i r� PLI I --I n -4- Lo rn W% ,-, cf) Q rn W � ._ W � Ln 4!'W co co N I ",4 z Q � t o ` z w 0 � ° -e!� CD Q Z QV) Z -i 1 CV X O r „ zz 0 0 0 N L- V ) r- I` 0 - z Go U Go = � o O Z O w N If) r, m O II � m -0- Z a)Q) �. T c -X U U U _ N u Q) O . ... -, - -. XT - A 1"l� 5 i }1 ,r! T1' - 'r - ` - T- - l ''r Y'''; tr �r, l�' E f 5 .1 ', ', ! ,, ' 1 1 i 1 f I ' I', S 't fit, . -4 '! ' 1 4 I - , . , • . . , s . , ' , , .. , .. tr .. . < _ - , . Lt 1 . , .. - .. .. . 4� ,r I { ;:a, .. 4'- . ' .? 1 -.. � . i! _..1. , L z� _ -!:i ' ;,;.. .' :' _'._ ,- Y:-" t ,� , ,� r .,.� 3 :r_, �.- _. _._ -- - - -- - LI LLi �...,.Yu1.0 ':11:'f-1 .]'_li4Y - F (G l SCALE: 1 "=50' - 1 - jy � - P fi E : Y S z fi } g . 1. . _: - : ': - , ; _ NQF�TM AL��IR _D1V€- a K E ff i ; � i _ v 1 • - - - _ - I .: - SCALE _ a . --. - _ . f a v c1i - ,- - - H RIZDhiT 1 -50 m �y f�L a p } M - 4A d6 - n m w _R71CAL 7 _ 5'-._.. I rs 9 t -it;+ d9 to t t M1 i" __ -11 - _ , lid � - . 1; i f� _ .. - - - ,, .- rj re5 M ICID K O i _ s 11ffyy 1 la3 yy W - : i e 1 . � : i 1� F. �. g� 1. FJ =0.77 a 5 _ <~. .. _.... . - -1. .. :. ' - ; rr. s 2 SD ' . .. ... i� 21 PYC PRSSt]R! 5 - r IIIIIIIIIIIIIIIIIIIIIIIIIEWER _ : -- - , - : rt > : 1$ R CP p S Sf3 - . '. , : . , I : T BASIN; CA C I ( do # RGQ S 812 : ,: - .. -, _ _ __ - _ r i _x:< ; - ' - ` s : ' , , : , ,. ; s .,, _.. .. G.e.... ,. -a:� Y f .... - ' r i - - R%:,E . z 3 f v - - - .. , - .. °.# Z. T .. __ r p EA_ FURE_ t# 1 p ;2 SD � ; . 3 cavE R ; - 1.. a - x a Cd _ ' _ 1a 16x _. 5 (7i ,, 3 , , ni .p. , CAiCN. -8 k 18 R P ' _ lz Q. _ s18 t , 3 0 R SD8 114 - - 1 50 Sl _ JUiCTION x,_s .r ? X f , T. G_ 1 P 3 r , 7. , _ ..-. , , - _,. ___ w.,. - x, _ - i - _ - - Sp B _ - t- , - t _.. - _: ._ - '. ": - ; 3 - : ,' . : i i , _ . ` � n i : ,3.4 RC A D9:; ; • r i- _-. ..,.. ._--.-.. _ ,...... - : r ,; 1 i -[ .. - - - k ': - 3 - i - : 15" ICA 5D8079 i : -.� - rn _ - I(] r f 3. li. '� 3 P 1 a i ,- , _ 1. - N - - F ': 2 u7 M ':' : ,. __ i_ _. - r, __.._. _..n O .. _._._.{i -_ .. _. - s _--.. ':. _ _ .... ,:- - 90AQ.__x_�_,,z, �... _. x_PYTTA..7h-�'_ .. �, p £3..._r _.. .-. _- .,, n.--__.r. _...%!-e.._ ...- V -s..._:+:FntB.:cm....._�a•..sr rx.. r_'.ln� r-.-r___-.�' M -3 -.e �al.c c__. -:a a-.< .x x _ _ } __.. __..� � W - :., IFi ,r - __u�<-"- .. :r�cJ _-- �r f � -sr^..' 7--.. _ .._ - _ - __ _. .__ :. _ .. . _ _.. _. -. y z. __ _. - -_._, r .. _.. -.. _. r :.._7 c 0 U• 6.2 P EL 3 0 p - y p o - ie r7 3 F ,: - L. 1 �.Da 00 In : ' i M pYl- a3"CA.'7 Bt50.Q0... i + ..I , 83.416667 : , : , o PVE ELE1l: 36.40 , ,: VI STA 70 9.00 a r . ,: ►� ._ s E:' - 0 149$50 r i r .. + } ; O ` o.,. p C7 L 1 .0000 - O o x s - - - . _�._ _ - -- - _ ......- .., ._ ...- . , '. .- PVI EL1 U. 34.7Q a _.. - _. __ ,.._ .. ac 1- ..._... _._ _, 4: 7 36:05 CREST.:73 0 1 F a x - r 3 PVI STA 7a 00 i t - K 5b 90i70 - - Ea 022041 2 6 e : [Y n r• L. 100.0000 f - N :. _ v) _._ _ _ _ ._- - - i F73 k__.% PY1 ELEV, :34.70 N ` - + su CREST_ :7834 rn to _ _ _,.-_ .. _ __ :..-- : , . [ ¢. � , K., 70.29#582 Ei 0.177830 S - . __;_ __. _1 __. .... is m . '. „ cn f L< 100,0000` �, z r I a r o -: 7fl+73.36 34..88 _ . ;.. K 55.972033 _ - . _:.._ 1 s , . _ , .T'll y . .v, -[t<:1::-_+,�::_,: max. r. a f: 14 396; Q g `� : w .F,,, i _. .._. .... -_ _., -,_ --... :�r.,.r. _ , -.. _: -:�. �- _..--. _.. ... .. I ri P Y £ x m r. i :: -. - .... , .._ ._.. r.. - f i , , - .-e mot.. _- - d , t i. �. - - .. - :, -, 3 : i , i i 4 F U} - .: .. fi , o.. l o;: : _ o= 0 - o , - I - t 1 Oh ,_ o, o Y - . o' ; _ _.. _.. .: o. +, : + x . , +: . r : +: + , y + +_ + +., -.._. _ < o= �V- - �, _ - r -- o;:. f 15 G # N Z r-- Q Z g lIJ Ul w :2 w U z In Er 2 a o a a O 7 J_ H V) V) p I IRE Q O 1 � Ld ZQ VI O O W Lij� l''1 J�J Z_ U Q 2 MQ a- 0 LLIN m X z E 0 0 w = w l+% N rn L, ,> Q: rY O W col< 0� Q r U-) li') 'o N , p O O p O\ I- 5 MNN,Y�� n coN llllll411111111!(oriJJ,l,',l' to -�� r� �. a A cs � U] ° Q O y z z �-, 4 O m o a6 Qz = x z III �It � 44 Z z0_ ' D � 2 _ L` G-` Z w j 1--•, di 9 U 1, P4 I -I -I b' Z w V � z E� 0 z 1 04 It N r7 n !� I Lo rn W% r) o W� rn cy W 0) u-) -e!�Wac) N f�"�I\J� z v V 6 O c CD L z " T ) &_ vW 0 Z _e� CD 1-1 0 z Q— s 4___j D IN U) co 0 4 z d 0 Q 0+r (v cf) V) V L N C Q rn ^ �-- V » o 0D Id-H a O O Zof N A In r` M> O ii N >. Z = ar m -0 + 0 c -1*16 U v o o � (1)o U1 (21 0 U IZ r _ - �_ [-# -- � a -'I + t __ �i( is _1 -- 1 ' ! r 17 T s T r,11. i'-= J7{ {1 t ('} f �'` "F.,1�j 'I �r�'*_.-s +' ih r�' f .� IY i 1, A. !t i r tt} , ! ; t - I- i I Jf 41 f,l f I 1 1 it{ r7 y ,t. '.+ . f'l:i` I Y?;r '��!i 1 it.a 11 'M4' % a -,11 r . I r t r r1:11.1 1�j Itih-rf }t. + ll ,l1. iik�!�i1 Lr4 �.�1 Jy , fTI -li 'r r* z r, e n r .a. e 1 r' i rh /n r ,e+1 . r. , r r . I' t i .m 11 c,1 f 1 I 4R4 f'tr }:i1: r r. r.s !. I. 1. . I1 _.. :.1�1�L _' '-1•il_� _`- S':ti'i +`±''�si 1: r:?I:Srr L i.:I _"�-1�"_�t__L:_'(I'�irLS _ i"i.- ", ., ti -'; -- v. _, », , ' -. -mac:.,.:- , - '� : ; ,- _. n ,.7 _ ...::.,-_ ;::. _,:. :_ram. ___ ,,..__ ,. r.",.. �� s.�, .� -��_y R(�EVD 4 -, _ - . ,_, _ ., ,_. _ .. - v ::. _ , _ : .:_ , Y _ ,< _. 6 �D _= v.. T - -- `��. _. .. __. ._ e.. _ __ . ,... '� - AA 1 > y .,> : _ w _. _. ,__d_. _._,_. _ A"- �-a� -._... .. - _,. ...-.._ _�,_,_ -.may...,-�,.r_ _. ,... _ _.. _",_ i. ... ._..- .., ....__.._ ::�i .._,..., __--mot .:.. .._ __.. -..- �l .,,- --.._. .�- ;. �._::_ _.._. -. ,,. _-�_ I 1ti x C I : :..x_.,, b _ . l _ -, _, .....__. s ..,�_ .., -,_,. i _ -^�-�_ ::.,. __' _- �-^`err. _.... _ _ „ �- M,,, 1 -.:: .... - C rt r <-f y - f r.er-..-. I - - _ '-- r r I - 1: 1 _ _r n d`- 4 . ,_ +i_ _ .-w, ��- r y _ �it .. A :., N: . 1 -...,�: I i 'y .,t-:.n;cr 'c._ _'a __ duo - : '�: - -,•--c, + 148 ` : r , - PS '' 97+00 �--_-_ -�- 9g+0p --- - 2i PVG PRESSURE - -- PS -� _ __ _ ��_� SEWER - j - 50408 WATERLINE ' b9- PVC -_ _ � _ -f 2 - 18" RC _:._.. _ __ 407 - _------- - --- -�__ _ +- _. --- - 5D702 p�{ p p5�-- W _---� y 1 -------- - -� ~ _-- '~ �- - s -- _ 111. ---�- - w - _ __�-.,-<.. _ � -` j, - -- -,�'� - `�- - •r -1 _ .. 42-' � -pre_ , 0 1✓.,., . < 1 '., I j 14.8 1 -- 4 1 1� ,_ { 14 j K rn ' 1 L�l :a .+I f , ' CURB INLET ' fit/ }' , l 1 5 1 :_.� } 1 STA 109+73.58 f Lf l (u i � , z } 1 , _ ..,,, , . t.. CL TP: 31.40 ` �11 • - }+ CREST ® '` Iw.OUT i 3 r . . ,: , :� ,:". - 1 2 1; ' 107+27 28 4 I �. 0 _ _- ---- $--------- ' -: 3 r I .- ._. 1 - y 1 ` !Y_-�--�-21 PVC PRESSURE SEWER BPS - �+ �� + TM 1 P$ gI SDR 1 0 +00 - 1 - wf �'' � __ _ 70g�,p Uo CURB INLET 'I I --- � k4p' �_ - _-F_ - 11 STA 105+18.33 --- Ao _ 2.Srr Sp CL TP: 32.14 ''-�.-t 2z� R 21 P C TOP: 32.22 , �-' V PROS �� INV.OUT: 25.25 , �__' _ __ ----- -__ _ Sp $ CP6 -� 110+0 lt_ -- S 6 00 -- j _ _ ry \ 1 Q�Q-_--- J _ _ �_ - T - I _ _ 1 w GP~ " _- _ :i osa 104+00 --- � --I - - - - - ____ TH B ---& - D -�_ 1 I __ sw w 1 1 CURB INLET ; -� _ v-mat --i - .:.:," 1 STA 100+91.87 1 �- - L �"" - --- I GL TP. 31.s7 r -- �.i ` 144 -- 1 HDPE iz a 1 JUNCTION B I -. _ �r 505+0 = Z�._ .SR-�0 w - - 1 INV IN: 2 !-- - i" 1 INV OUT Tom+ -� _ I 240' - 18 HDPE Ili ,�- r` - :,"- 1 SD705A "" ` 6° C900 PVc -" _ �� wATERLINE ` �' , rW _ _ rj,. - _ <N � 84 A:N I F 11V.IN: 22.9 ' { MT< 11_-- __-_ -. 01 _ F ry I INV.OUT: 22.9 j r i f � I O 1 ', ' J 1 ►y Z- I ' .i:,., C I f 4 zI ' I fI { ` Vj I b I 11 i : J - r m f m I j rj rj A m 1F f r r i 1 I ' . 34 N_ I ' 8 Q 1 `� 11 0:1 '' 78.,,Yr:.,.,.t �I 5 i i ! Ij_ K) f{ 1 7 9 �' - '' r a,. _,_R . I :_,,! - . ,,. rI<_, _ _-.,,.,_ , _ 2 k ;� , 1 { v t �� '� r. :� .,,-il- - - - a r. ;.. _ x _ �. - _� �_. . ... , SCALE: 11I=50' . TPP; 3 2 22 1 1 _ F71RE HYDRANT ASSEM... X ' - "`s � � I INV IN• 25.05 1 1 ` INV.'OUT:25.05 1 � � a . - 1 1 , _ � -� 1 ,:81- 1 lr,m - II ', JF 1 - t 1 _v + 1 `yy� _I I `\` 1 V- � { 1 t._ ' J x'- L _... -,- "- - . -.. _ _ 1-� .-, -� -�-� C! W a W �_ Sw°!rrt- Canal _ :. __ -._ : ..:. ! _ :: :,;- , .- - , - ! - ! F rz i _ 3 - - i :. i fi } ; [ - E - , .. f ~ a , SCAL'.. -.., .. 3 i � A n WOR ZONT 1 =50 I , R 3 . s f '.. . '. -.: - _ , y - i - : . J } 5 _ _ :�__- - ,_ - -: _.. -:. _-..�� A -.,. .._r _ _tea .. n rT ::ram::, _. r_ yF :.. P 'm:r:-r: _,-..:-__.� , . r�_:_,. c- _�_+s'.:. ,...--. e. F ::.- r',Yi�_:.r� - :__ .: :w� ��::. .�:] -i.. w f f _ a ; f - - y h 1 :: '- . _ _ ::. 1 :. :' , "l i m i r : - yy V i , • Y � �, N - - , I!� i ; CV : Q� Q� i r � _. i _ raj ap _ .. N �y - - , : _ 0.$? r 0.5896 _ =0.5 99G 1� 05%5 ! _ 36 A1J. __ B9G ;_.. 1: X 50 i ra J , :. - CO VE�2 0 e : - JUNC 10N CAT�N B SIN. i . _ ' ._,.. CATEH BASIN . . . � i : 4 N _ B0 'i 5„ & 18 RCP „•_ i PiBE i5R ,2 E &E?k _.-.-... ,,. . _ y ., ; DR 21 PVC ARE F.R _e... _ ... . - - _ p �-r,R - - 7 - - -- - - 5:1C . - _ _ e __---- -,- s._.. _ ... -- "i _ _ _ _ .. _ a_ - ---'-1- -!- --- ---- ..y .:., -.-. 2 .S .. ... �.,� _ _. _ - - ,� , - - - -' -'- - , x _ i f rnlC 5S URE 5EWER SflR - , , _ ; .- CAT H I- G SAS � _ ' 1 R CP 40 7 e,.,,, :- ._ -, ._. .. - CATCH BAS IN ,.._.. , . -- _- 1OSB -.: ,__ k-11 RCP,-. ; 5 SD704 L .:, , - .. HDPE SD _:. r _, .� i _ :: - _ - '. 1 RCP B" , s i 1A' :: ; , . _ __ , ; 702-- SD i r ,._ 3 - - < 18 H OP E SE}7 D5A - t ul ,: - -: , i 5 ` _3 - - r s _ "-.•-._ . -0 _ -ex., .,--r-„i ., ...-..., a -.,_-„. _ 'ti ,.r _. - G ,:., .er, f Y:. iT:i -,z,v P-,+,s..->..sw, > c•.a -. ,{ y -T 70 4 RCP r. 7 r` - M] ip - 17 M] ,. - 'r - rS .,rLA. �f x _ t a i Z � - i i T N O g - - - - l.,-_ - ___ _... N M ..._.,.. .._._. --.� -- -i - - s .- _ a i � y � h, L N ': z 9 PVI STA 107 SO.EJO - O Pvl stA: i!ae so.00 + o PVI STA 9 _ .00 N _ _ _ _. t - a , „ : i .. PS+I STA 105+`19.00 of,. _, - i o' y. - i'PVI ELEVs 3 .2 . o _ _ .:.. rn + ,' PVF ELEV, 2.00 ,. i0b.0 d00 a ,. ; � : N , a x , � _ : , ; PVI STA 03+00.00 d N ' - EY :, 1 i + Li 10 .0000 8 9.4 K.'_48-7 48 o o F L 10b.0 b5.6.604 n vx-.,- € _,....... L .. 74 5 K. 69.1 7 i m _ . o o ,- r TA..98+36.b0 _. - y _ . .,..,. _ . .. .._, . _, ` - - - -, - ..-, :__--.:,-..._. , o, 0o- - r7_ . , _ ,.:. ..:. ..- . _._;. _, , h ,._. N -,. <_,. PWI_. ... .._. ELEV. 33.2d 1 L, Ob,0000 rr - i r: 0 7 L•r'400.00UD K:':9d.a32D34 ca ;o -1 3 E:':-0.i257846 + m ¢.., K_i49 ; Ei 0.25 8 8,31_4a: _a. r �- 0.1802 , o PVt ELEV. 33.1d I 1.00 Od00. o : •, ro PVI STA, 101+0 i .00 - PW EL Y.r3q .- r� 5660 : o g -. _ , 4. °' . S CREST: 107 27.28 33.1 Q - o °' _ ... SAG: 1©9+i34 _ _ � _______-._-en. , -_._ -: SAG . $t4� .. .. _ e m" - .. ___ . _.. _- - _.i. _ 5 5 6, 8 77 5 -_ -, _z-- _ _.. _ _ : - _ r o _ E.: a.:175277 a * a SAa: 105+7.8.33 3 .14_ is v . _ , a . h K. _ e 4 _._.. _, _ a0 h .._ + _,r._ ,,,.. :.: - d _ n .t k. _- ,, .""�._�- ��'-� �Q.: L. 1ryry0.0 00 f -:_�_ r" 2 . o -.__s . O . 2 a ,r._ ate_. - _ a 7x 7 o'er : t3 ( REST. n ..c . x. x = 03 10.9 ,33.03_: F ._ +' x ,. o , �.n R A..ri: ,,h r~..m _>7_ _r. _ - a L- _ !� _ k. - a _ ,. _W. ,.. _,,._:._... Uf Q CRE1..9 3 _ d . r i ui E.0_.180585 SAG Y00 8 , , ,n ; , , - n O - S a - F - . - < _ ,31.67 _ i . , , d a U In ,r _. _... Q o: _ ..: 0 _ - - r 1- O_ _ 6 , O .0� �... �s : _:,.._ _ . ._._ _ -_.-,_ _ ..._. _ o: Oi; . a O; . , O a-' O " , O., Q 0> . O:: a a. O: a 0= d O O Ox O O F �, . _ �, + x 0= t. ' _ - ; N:+ >a _ rya 1 ... ' /-, _ �' - I� - r'y� T ._ .,.... < 1 „ i35. - - O" - a , O 0 O. pf O. O 07 1 15 N O T Q� ,Q) ( J z r a z m W vi Lil m W U 0 Q oK � _ ��,..11 a O - J_ Q' V) W O � O - O J Z¢ fn O O i w `` z P ' � c) ¢ = m (n g 0_ = Z O l,3 Z_ a z 3 0 1w �_ V)i CE N p 0 � 00 I Q Of Q T O O O Q c N N N o y \ In I{ i Q 0, f7 co -i ,a rn P: .do Q ,, i--r A O M � a -j z N z ,_., 4 o � ~- 6 Q z 0 � x a�(dZ zo ~� 0 �z Wq o N V) :E �a Y a Wa 3 A ' z �' v � A L. 'r >� I It N ro L0 I` M a � rn W � �. W rn In _e ' LLJ � 00 �z L)- 0 o _` r� z � C 1 -, U) W z CD z 6 V J r, ,N^ ,.1.I X f/^', 0 V J m z 0 O 0 r l _-. V a1 N n L7 V .{ 4) C d r- n - W 00 00 F+ � p o O z o cr N T m o II N >, Z Q1 m b a7 +' _y U U _ N 0 � p 4] p V) Q 0 � � - • . T .. .. _ 1 I - 1 ' I ,,� 1 I F �' f 1 ' 1'' ��' -r-r r I �� i_%, r , : 1' �� 1�. 1 �r'.,>• �r fr', -y�T-T '"� r-'T-I,T7�rrr''r.'la,' , ` ` Ph! ,, i ' 1 I I •.,.♦ S 14 i 1'• I' ,, rl. ', 1 +-1• `:1 , 5 rI I 1 t'{,."y�4 1' ,1 = I 7, ,�1 . i t f 1' - 1 , l t I , 7 ,. i I I A. + i I'l,., I , ,''r, I r, t .� .- -r. , r ,. , . . i � [I .1 - I }. . I S ' r -r.11!' .1:, .1 ..(%. TOP 0 AKVr 20.0 -1----,,1I-- - �l - Z F" - - N� �-'-- -'L,S, L ::-- ��l--1 \,�/, -.--' . -,'--I�� -I'A- -��-- /- . . --i'�---- -' -*4--, -- " . 1oIl -- ._ A - , o- I ', \ 1 � '-' 1 . "- 1 - -' �I : -1 - ,�C ' - 'L ,I - r �-; :) -- - I . \ ' ".-- ' - A - - - ,., F 4 . �. x ,- - 1rr'" JI 0l ,l-. . 1.1 . ' - -\/- ' � - 1-- I . -�--I1 I l , , , '. z\"- - " - II .- 1�I - P�\ , -� ,l- -- j1 I ,- '. .1 .N '-- '- + \ \I. . .- . . y, ., S. 1-" I1 . 1' � , I � 9 .... m i I ; .. I. , .." 1 ., fI c .. i .9 - � . ._ 1. '- A , ;- .. ."�.. ' I�. . -1-_ "\ - - 'kI - 1 -1 , 3I1 -I-x '�- / . .-� \(LI L1 t 1l ' '1 , 1 ' - r -�I ,,- , I-- 1 1 .1 ..` 1--- - I -.IL - I- / 1/ I1 - - I ., - ,. I,. v1 / . .\ . 1 1-, '. 1. I-. �- - 1� P " i / \ I. ' 11 -I -" I.I. I II i t 1.I. I' :. / /-. I. e .,- I I .I. / . \ ( rI .I -� `I9 --iw o�'Ydo1 7� " i, ov, uj!" U.I / . -0\ NIp ��,,,-YI 0(� 2 I o ; "�- q c , , , 7, - � fI 7� i X J -- -�4 F. i�� - l---I � r [ 4- , -- I I ��0 91 ,.Iw-(cmu2 � \ /, Q l f/ i "3/ $` `/ ,�1_'I. � iE. w EI� -, �-T "1kEI L� .- \ � '. —I�� -p - '+�, / f jI s / ��. / / 'E7-` ---IV % I 1\87 / 1 — f ' ` f , N 4 0 � 4 r� 1o! "O1--/ -�-Y4�, i � -:� ,-1" () --? Gl�I " 1i \ , 3, --- �/ , i0 f --- --�- ; f- .iol \ ,I I, r,- I\I lz�l- _i CREST 0 1 --ro 1110+17.46 ' f'\\ �" \ s' k> t� /I /' �- iv POND OUTLET ',kI\ Z 7 g I �. / STRUCTURE , �I� I 0-I�\ �47 / / � / I / WEIR:28.0 1l7/ 44 X 1-6.0" ORIFICE q'\ /z p - 0I l/88 "� INV. OUT: 23.0 - /N '-- I\ 'I , 943CURB L -- �j I STA 1 223594 /0 , 4 / ---4,� "./ � " CL TP34.25 \ & /\ " 1 - .--, 'J�,-ry - T 32,33 y\ -,- f,- � ;- --1 LI INV., 28.0 - /I `� -� --0 t"" ---" jI -' - POND OUTLET /1, --------I STRUCTURE � 1 -, /I iq WEIR. 28.0 ...... r � I �! fV -INV. OUT: 24.0 "'- Q I -'/!�'A "' - \ -+ ' - _0 ./1I I0 "._-� � I /I , /, 1- ---- v/ ?", 944 f � / , -'-1� � ,I � �S�t3� SDR 21 OVC I 1� �"`I -� 3 0\RRSSURE SEWER "a / ! �� RMWATER POND '�'141 t��- --\ i ,-- -STO-� I, i ��/ � � R*y' _ ' , _-l"--—_—-''l`, ,-� -3 F � , \ �oF' ' __ ! z , \ CURB INLET ,"� � '__ I � 7� STA122I35 94, -4;I , ` I I"� - \ -"1a-TP:32.25/ �_"-\ lz -p ; a - �pl;TOP -31 .-. II I , qb , I,,--"C�"-j'- I . IN25.8 90 I " , r - - ��-\j\ - INV. OUT: 25.8 - 0 / � \ , 953 0 1� -/, iI ,V1� \ 1: 3" x 2.5" REDUCER / 'A 3 .. / - \% - � " f \I CURB INLET ,\ ": - \ ! I �1 �7Z3 --Qk.. A *- STA 113+0, 95 I / II � ' IA - I/ //\r, _�p TOP: 30.37 / 0 1-, 1\ 9.946 �v \ v 4I I 951 ! \ J. I 1 - 1 / , � ?-� _1 I INV0OUT: 26.21 �, !�' e. I 1'�zI i l. - OVATEk.\" I \1 , X.I "�\ "m POND #7 1I / \ J v/ I \ I -\ / \ 1 .,• , F p 22' 1 5RCP \' ; \' ` � ;% � 7,--- II 1 I 948 '11 CURB INLET SD302 , \ �- POND OUTLET �, , --- I/ 9491 STA 118+96.00 \1 "�1 /1 - 6'Mi TEE / STRUCTURE V�,� -sloIp ',1/ , CL P: 33.33 '1N -3\ 1 -FIRE HYDRANT AS /" WEIR: 26.0 \ *- C;' � >,-1& . k-- f IN OUTS 26.4 \ e" ��'-X"- \ 2.5" ORIFICE t�I ' /,I 1 0pvsu-/1\ "11'\ /I 0 T � 968025.5 'orE� F INX . Qvf� t."--- 1 t -/ /" y \- - A� ---Al7x , CURB NLET � -� >,� \ .. 9,- STA 116*.15.64 I -':ll-z l- CURB INLET - II/ T \ ---- I �� 7 3+07.83 1�`- 8 -- .' I , '16 MJ TEEc�.� " " I- -----&0 - 75, p -�-14a.I 280'-24RCP ��l ,TOP: 3 - NV.O """ I -FIRE HYDRANT ASSEMBLf /Top: ;@"' 9�00 �- SD307 ," 'w - 1w, ft 26 - 7 -�i -- 967 IIUT -WVUT'26Ol - _ - --- / —�2--- 1 -- 0pS , - ��k- " I , �. ---- V- %js', \ STAUR+9.0 - "k - --- - / -� . CTP33.3 \- $L / CREST 0 �-�� / 117+ 0 - V TOP 33 41I- 115+1-/ i 1.36 INv- IN V06\ �— / -- 0 - -- \\ INV. OUT: �.06 966\ 11 9- , \' --/r - . I -- -- \ --------- ------- &x\\ , r/ //ll15"/ , -- �-k - �- i ND —ED PO - - " . l/ 1 / CURB INLET I ' - ST6+15 PERMANENT POOL 0 24.5 - 18 � BOTTOM 0 20.0 ".-.1,1:1/ 1 I N \\ \�_' " I TOP 33.40_ '' '. � " I / f INVOUT 24.46 � 964 k\ -\ I 1" : ` ?\ l' -,'� ,/ - -963 ,� � I ' I-" ',X�- ,' - . I � I-- - �I�;/ . -/1_5 - � I 0 � " 1I l INV.. 2,� j -� -'�--' '" - ,;' "�% . 6 4I 961 --g)I"- ,"' 4/ , - ` I r \IT . . - , , - -I 1-/ ;J 7r;- � - - -50WIDE - / .� , -ENY OVERFLOW -- / I 4 \ \� - SPILLWAY 025.5 -: I o %�e -7 rj ,._ ,'- 0 -" . � 9- , , - /- - mI ,-', -.� -_ " --l'H'4- ,-_ �--: �--!- ;�:- :� -"1 i �-_l.- t�'g ---- �' .", I� L- s"�-� _V '"' I /-.- � _ll�,* - IV; '- , -�j� ,ZZI ! 5-�7'.i".- _r - :j-" ,"-��- P- --�"-.-t? - , - . ? � -" �---i,Is , — - .— 1 - - E TPOND OUTL -- POND - OUTLET - ' ' . � W : -- ?� . . E -STRUCTUR�URE STRUCT- �� r- - 5 ' WEIR: 26.WEIR: 24.5 , L �2-4.0" ORIFICES , 6.20 '. 2-36INV. 2STORMWATER OND 3 " - - . I - 5 i SCALE: 1'ZQ'INV. OUT2.5 =50 - P, - HDEZ� X , Iblz : . z � < m Z Ld LLI C) V m , M V, (r 0 2 -4 :� 7 Ll CL 0 LLJ >- �-- . Of :2 (n (n �- La cl -x LL �3 Z Inc: Z 6 m (n uo 0 - L c: 2- -j W in < 4 v 0 �= n- in C:In n w W = 2 �-- - L V) 't § 0� D ilf: 2 0 :� 0 I-Z Z ;� 0 LLJ N V) Z) tl Ld LL V) ct �0 0< r c c Of 0� 4 :1 o Lo 0 Lr) 0 co t- c 0 C" 0 ,,,, 0 c " C, , 1, -, .2 La - > r') 0 N Lo C c'4 C, 'v �' I- -, -, n!� n 00 't cc owillillillrallill"ll -INk I- P '---�' � 9 -i Cc � — - 00 n � (1) 0) U. 4 Az� � p X �D Ul 93 -2 � < 0 N z ,a - �-� -4 Z D 0 0 , :9 w 6 pq E-4 '. Z z = % PLI a <4 V') �-- 8 0 of z 0 0 ..p )---4 9 - 11-1 . - ?- I L� U) W, 54 m Z Z) N 0 U). i 0 (-) 44 0 �� m " S2 �:: % P-4 w a, '�' F� V) z c2 q) S. 00 71 w- rn Emm4 -cll fl. z 1 04 -e� .I- 0 P-4 (N r') ED V% I 14- L0 tl- c/) � c) pLq 01-11 '--" E--4 LLJ 10) 10 I .< LLJ 'I- 0 ) C � u Z — cy c -= C) 0 0 t-3 C) m z= Li -+1 L 0 C/)'e�l -i z ( D - - a) :!� 0 9� z F— = a J-- In �r' --i , � (f) x U) 0 m Z ci c 0 13- F-4 0 -4-, Q) L U) 4� (n .s a- r- C — — = , ro ') 00 It p o 0 T- o z rq rr 6 ' � >1 . 40 rl- . a) 0 ji - >' z - �- m -a �- m Q) i' c: u Q) -y C) 6 s, � -2 (-)OL--r-L- (l) 0 C) C) CL - r ! -4, - - - - - - - ----- , . ;-- ... .. . -- - - - - --.'F -'... .-,'� ,.7. -.-�I -- -.,. 7 7."-.V..'-.:-�- -. - - ,-' - - -. '-- , --, -I. .-' ;r . 1�, "1 . .".I ';-I,)7 - .- —,- ? 4 I �'"I .; ..j �.-% itFm J-!%' .J.I 0,. "of'.4b ,'Ji"k1,W.".k, .1�;.li%t,I�'W'- 4 �' '! ��"!V`I-!,II!.11 .'-.;'.;1Ii'. ti', m*yIo,I T. .7-1.�' �rp�".. ' .I . r",;.,) 1.''—�- �q-. 4...ji.e f ,.,....' -%'T ;.''4P- 1" . .I . I . ry `' I �' ` r' o :�� [�11 �\ env �7 f N 1 - I , 1 1-\ 4.L.. . � �'—' " , X�'-"'..'--" ''I i C l-u,:�.. y i4aa i O a .�c k' ,. I x o f.: , Q - q �-I 6 l V ? .: , .. .. . _., a::Ma 7 uc�ct I', �+ ... .,.. _ . s ' 13` r.mr.,r,. r h'Ih ll -3 Y: � ; C . k`' y 1 I 1 �O �# w l I - '�5 .-. _ i . ,.. V - -� 1 1 1 y __�� l[} L ' ., i..., __ _.,. _. _, d,._ - . I - .I. -_ .-_,. ._ . _ .. _,,.,,.. r �.- r - r ;C 1 V M1�'k r. — t y 3i, ,: 1 t r .� k ti l 's —117-10 . I. g8 c . o, nN l +: y c l 1 Rk 1 _... . 1. — I 45E N <. —_- -- 4 ..,...r .." .. -_A..._ L; .. _11 � Y ;... h _, _ - . -._,:, - .... •lilt ${�, - 41 .r 11. j-- v I;.z t * PVC + Vs __�-` ST!} 123t9800 331911 ).'. .,..._...3,,,...- .. Y o rnn--'r Tr--�"�rIr. s t 11 . `I$! �Iill � I_ - . _. ` s 4f: ..�� -._.. -. Q*7 1.l , H i1 r I f 4 ;+ y �CX1 _,.,.1. .. A..OWbr`...- i _ cC IY'j I �-I 'CD"` 1 'Y':..014, r[� 1 t L. : I " :�:,.' 3'Wii :..�:. p� I w " ��I 1 L4 x nr: iurn atL,,+ I �rn 1 1 1 W W' r i I .. b � 1�, -r' r i1. 1 I h 1 `�— �r nr ?! J. i I N` --_ � ih ,.,.:r,',..r�„a<a.o-,.v_i- ,.„_. ,. t.-u"' h.. .',,'- - „ " -"3 1 �:::.1.. „� . - :l � 1 I f I v I- 1 %IT .ST[A 124+96 00. n 13 ': �.. 11 r ". p ; 11 a `` t I 1 _;, , NN 0 00 I �� _ f j} 1 Pit:A fr y 44 ............ . ..... - _. .. _ Ij� .. V 4 .. I f 11 1.1 _ . . . --. T i r. Ln ..r.I � . }t, 4-32E!-I# ,-... t:: 11 r1 "'11 Z,�, --f� 4 +q t� x N s .11 �_,, I; 1 dr '.' ts1. 1 7 1 l 1 �° ;: I 1 % , QD a .._-.._ .. -.,-...,_t _ - �`I I y J.; lill I, y. �'32s3'T k • I "a * I h -,t. k t f K }'. PVC STA 126+00 0 32 37 r _. I'I f ;2 , 51. Y�, t ' } I "� 1 ! 1 ... . - . �± ( _ p_. - � �� I r' rl 6 ��'r �� l C� 8 . '- may. i r I ?....,. 11 Y�11 �11 ILA~--� _rJ- J � � ; d �. 0 1 I ; a Y r �[ v + 4 >, �: p�S'. } R.�' Y2.21 �y ` :. UIVt'�'O ii 0). ;- 1. -. ....., a IY',. 4 r:: C a li { n� y 01: rA s Oo + - __.-. .�..- ... .I� I N N. �w'IONpN- CC 1 _ it s 1 i .. 1 `� ! x l' b+ 6 ° ., .., + � W k O < `'. 4 I i'� M �1 z,. ..... _.-.,,._ Y I aaoo ,' ` Y ........ ... ...__ .. _. . . _. .- - I P. - E Y Irf 127+00 O�N �-�--.. .I 1�`3�2 45- : Y,:�:.u. ry �,..r �..: rr:: -`:,, --N c,r+ _ + a'' � 1. r,. - :? PVT 5TA 127+y0 00 32 4 ._' . "N'N''n,�i1 I ,T o _,._ . h _ o�"� 1 ----- — y m - -_�- i _ �i`1 - —5 s ra } � ,. k' "" , J j ' #s ...... ' _. Q, , r Jj r _ c r I, Ii ) r ,:o-..,., CIO - __.,..[�7.. �.,.. :V� i y . .i I I!' I - r 1 . �r ._ : Z �7 s V E fir -� } {• .7 . 11 I - I I i � r .. ,• ' (r T' - -� -. ... I I 3 . C ':' 01, 'I i 128+00 n ., 33:s 5 ,, PYC.. STA 1284F22.RQ.33, 55. _ : , ... ;.. _ L.. .. _ _.. ,..... . _. ...." , _._. ._._.;_.. m ..-I.,. - K 1m ' 7 im C � 1 i. 1 rt -q I_.- �aoC�11, <° C 1 - t "-.' � " w . ._ _f DO GI+ . L.. ' I t .._._ .. 00 Cp :D 01 Q 1 . 19+y0© ti,,,4 k.�M., , _.. _ - ..- .._. ..- ;.. � ,.. . _ i _- i ..,--,. ..,.,. _ PVT 5TA 12Q+22 00 33 61 ` ;_, . ,. ,.,.,.1 ,,,.P,,.µ w. tL..�,""--,�,,::, ,.- yr, I33g'396 ., • ,r . _.. ...._ ._ ., . [ I _ I ,. _,: �"II p 130 +Q,O . ._ — _ ,—, .:--.4. , ate, oa, r Y y _ ! 2 w 1 I Y _..... _._...- .... ._. ,.. ..-_.,.,-. . I I _ -. - „.;I 32 j61 , ,.., I PVC STA 130+ 8 00, 32.39 t !L _1 ' _ - . , . _ . ...... 1,31 + 0 0 _ .., ...l.. ... .._ yyrr//� !� �^• ., .. 5 J .,. 7[ CJ. ' r. w cr a ;.. . y E = _.. � + .,:� C ''ht. N z' L_ 11T�!�II Q. oef J -V IN 8 21 . W ; W-In0 M.. , 1%� I, a s � r� b . tt .,.., ., A 131478 7b .32 46... ._. _ 1...._, __._... I . -._-, _....,.. .. �: I 132+00 f, , 6s . w- . J ',4 . (. � I q I ' . I I., a{-,, n .,.,F,^ ::uyy,r,.f+, I''3341~jw.r: •, bl:.-...::. n Y ,'. j : '�� . - . : ��--.....-J.'....-. L -....- -.. ..r--. p\ -' - - - : - - 133+00 N11 ... r ,. w:. c 33' . %. .., . .. !i _,. __.,.,, .... .. _ _ i - ., - 3' 3'_II...�.-. - r:•,ow uw rm, h,�; ..,z6: u rr!A, ', a k3;...11O a -,. - i,.,. b r . ' IA 1` _... _ , _._J.. :..., -._, ...-....... a 1 1, r 1 . � f' &� ... ,,__' p'VC,.VA �T33+93♦OOj 3-*-44' '!t _ C ' ......- ......_ ._..." f._. _.:. _: „f,. ._... , y .., _ ... .. 11 C') ; �' rn: (n 1 ! ,L .; r 5 r ._ �aC++� .. _, _. _ .,...._ ' .O. 811. +-..,,,.i _r. N ' .-.. �._.. . .. 0�� - oa I _! " (� ';, x f i 1 3 pv,-;-:: ITAv ,4"95:�14a'; �3A Y �9' -1,' .",,m _N,:, I u n411 1 r .,.. _ ,. . : ";.>.� rt_ .. .. I` _.. ........ -_ i' . .._... . : _ k- _ .. . .... . , I I 136+00 � I .?. h :., .... .. ._ -, . , d .. _ , . _ .. .,.... .. . I __ 1 ,, ". .., . I- ': w I ;. 1 5 CaANW7 F .--,..: �ry lN,. W .:. k :n r F -: h i! �! "1--7Tw. J13-t �-&i 'llr rtn i ✓n ! rm'!, . „, . „. ,),,.:", : 1 Is . • ... .._,..,, 1 ._.,,.. .. _ NORTHBALFOUR DRIVE ...�, . _,. .' . _ ., .. / & OGLETHO RPE, DRIVE .,-,1.._ .,. /... : ., .: _,_ 36 +7S 87 31 94 /' , _:..� N _- .. � Gi :.. Sheet 1 1 of 42 , J3 i, Scale 1 rr= 50� Date 9/27/2004 Drawn By � H Checked By TJC Project No, 0838 HOUSTON AND ASSOCIATES, P.A, CONSULTING ENGINEERS 117 Pine Street P.O. Box 627 Shallotte, North Carolina 28459 (910) 754-6324 PLAN AND PROFILE —� NORTH BALFOUR DRIVE THE HAMPT�NS PHASES I AND II Formerly Brunswick Plantation North Addition BRUNSWICK COUNTY, NORTH CAROLINA `\y``a\N1 11g11llVlHllllfd!! 1!q!!!"',/i s O� %` s - 9c- gg16 Z- I �� %.� �N�� I11 9� ''"'F�! 1 3/31/2005 RI1/2004 ADD EVISE WASTEWATER LINES TO FORCE MAIN. 8/25/2006 ADD FUTURE PHASES. 4/2S/2006 REVISE NORTH BALFOUR DRIVE ALIGNMENT. 6/20/2007 ADD REMAINING SINGLE FAMILY PHASES. ..d.; L 1 L_'. ! 'fA"ki- !; i r"t}I vi t 16e 3 a ,M f� 1 ,1 ,1 ,1 ,1 35 1 e ' _ - PICKENS Pf ACI= ; •. - '. SCALE- 1 - "- HORIZONTAL-�0 { F VEIiT1CAE _5 111 Q - - - `� L . � , � 4 +- _ 39" N.' yy�ry COVER 3Q X 0.5411. CATCH BfIN 1 i 1 _- do 15_" RfP 5 6 2', SDR 2T PVC SOIT7 a 1KAT7*RLINE PRESSURE SEWER _.... a .:.., - ' r VERTAL Go 18"'fdlN 1 a SEPARA ON fti N VERTICALS yf � 1 — StPAIAT10N + Qo oa°i-' L O a � PVI 'STA 2+310 P k- 1 Q �1 aTA.`1+31 W ELEV. 39 9Q L. 10 a 0 L 1 OD.ODP1I 14...35 x8�(18 c ._ Zoe. _ - i . .. o K. 26.188209 ,. 0 E 0.355268, : 2+&1..92, 317 82_ .. - SAG: �i , wa _ E 0.477314 bREST 1+20.779.44 y U• o Y o o 2 5 1 - --P_1CKNE-Y_-PLACE. :SCALE: . HORIZONTAL 1 -*D' VERTICAL 1S 4 0 22% — !•a t 0.7 CA7 COVER = BASIN - BASMw 5 WARLINE 2 3 _. 18"' MIN, 2' SpR 21 PVC VFRTWAL:- ,. PREsSURE'31WER o, SEPARATION cV 15" RCP 50i23} WM-M.--. F !E€ o0 .a o Q+' PVI sTA. 0+6000 3 ,ors PVI"ELfY:-c3$6@ - .• I z L 100.0000 ' . - r 4448 _. j. ORES? ,0+.72.32 38,37.1 p -] O - - - - - OR O - - of - f T z 0 U W in o 0 Or w z z z fr vi w tr w Erg m w a 6 9999 m 0 z � z o w Z crcrLdui � E v!v! v1 1— Ln O LJ o0 o of urur Lu to V) (LLJwny) Nb tY re n �a O o O 0 G N N N Q N �_ \ O !'7 10 tY M !17 N M co In �iyrg oN �Z y� t� .•ryllfnffllh IIIIIIH1111N„`� A T/1 0 z F F-1 F i O z O Az m M. z� P w or I 0 LL a W° O O �� v a 0 m z I4 N n K) I In V 1 � n o' W W°' Q' Lv00 N F--� Z v T , c v � o L v z t w 0 z O z r N cD X O m �z a o� H U V T co V 00 - O o z o Of N A Ian m O II 04 z rn U _ W O +IV+ a V O U O t t L -V7 •@ 'fri l• f trl� - I:ii� :r—_'- - i.; ;�I•l.i Y �{+ A to {1f� �:: •r Y::• ,'rjY r,' Leif LiA:i 4t; 1. I'.•f:yi'. irtry !'I .I ,' �.� !r,• , r , , I! s f •�. / I,11 II�r,,,;hII'+'�111�tO 1)!t'�'I�!*�CCF't T'a41 11,'►q,� ?. I 1 `.f . , , . . ...... _. .. .. . . - t'' ! l •, . ,' I [ ' ! . r l_ .,a41 li_ i u .11 ,.1_i " .. ; , e / \ �4 \ \ / �� " / / / � - / \ / ;> / \ _ \/ f ` / / \.. \ J \_: - � ' \ \ /'.� ��,,! .- - _.____ �_ � ;, `( INV.: 31 , . �- 4 - _ -�a QRAI- - EASEMENT - L _ _�• \ Q - `\ �' '- I. 1 - r/ _ '� SEE SHEET 14A FOR -' : 1 _ I ff ' - / �- PLAN OF STORM DRAINAGE SO Ir r ` _ `T ``_ ALONG PROPERTY LINE `1 � I JUNCTION BOX I 1 / 1! `` _ J o 30" INV, IN' 32.5 / -, - \-_`- J 1'Y I 42" INV. IN: 31.5 1 \ - 48" INV. OUT: 31.0 I I - INV,: 32-0 or` RIP -RAP f / `T o -l'.�--l- " - j \ 1 4, 1 "�-, `- ' D445A 1 F \ f ,59 z�z1 , 1li ©��'voo 1 894 I - -w , f; 1 _ __ _ •_.: _ i" , 1 . , :c - - .,.,...tit'_ -_ p -l._--.-_.,.... _l-- , , - `-__^ ,.� s. _ �� 1 _, - 1 ;� �Tq INL� ' ! M! !Nc 9.0 �_ >" ...,:- F- y -- I y,,,,'r r 1I POND OUTLET 4 1 \`', C 8'`52. i , Ny p 326 \ �z° fal 01 : } .. , STRUCTURE U S iP• 2 r ` r I , , �� , ,' \ I / 1 ram:.-3,6 8 ' '34i ,r ,\ Z - o a a� o s� WEIR: 36.0 I ' I ` \ /. r 8.29 1 \ 1 \ - 1 7 r 1` cll 1 3" ORIFICE...@- 35.5 y 897 OUg, 1, &S - 5° _ / r- l c� u,� , INV. Ill,' 32.0 T. 37 8$ x} a 1 INV.'OUT: 34.5 .t ,/ _ ;' \ 1 1 > v;.: = SEE DETAIL) ' A 1,- - �� A ! i :f 1 F '` > e 9 fl / , 44 1 - ; - -1. 89811 / / 1, = r _ - "_ ! ,_ _ _ \ , . ; . - Ps / v ,, s _ - rl .. _ �;' .. I CREST 0 i� \ �.� .. __ - `� ca I __ ,l �.�1. ��0. - 22+16.80 v r -z 11 _ Q . _, ,: o �s - S /' :.j 4- �• r . +� 1 -, , Gloss / r �' x a 20+ z1+ Sp y moo- 'r - °° R i . 899 1 :. s. F / `\ o �o ozy y Y I - VC WATER z 21 -\ ;' i I= � s s � . . ' .yam c,1 _ 00 P LINE _ ,o �P9 ,.-' / _ j� -il�p / 'tip ' _ . .: \ \ f- "�9 a RfS 1 / -� _� , .. W . _ . = f 1, -. -_,. _ ys fi C 9 3 / r ...- \ \ SVR ,;; -= e - . \ \ /- / -w -� '\ - „m i _: _P. r F� f - - f� , STA R18+59 07 �' .- "> p\ s, '/" - \ / _ ; ; r , : _ l . CL TP: 37.78 . . ,: :', R I _. / 1-1 TOP: 37.86 4 -ti - INV. IN: 34.8 1 ` i ` , { Y \ INV OUT 34 8 INV. 32.5 1. _ y - 3D L�P> - l 25' �-1 \` - �`_ - / d1 ' 14.�, `\ / ,/ems - / `� - 1 "� „ / ?:, 1 - 6 MJ TEE 1 1 FIRE HYDRANT.ASSEMBLY IL, I - e . ._ 1._ 1 _ 1 s __ ,. „. - , s. Vic$ r 2 900 -1 1 84 ` 1 I I"J 6" MJ TEE / TE VALVESc Ei o - O ^s _ ,I z '< \ A -- �_: ,- �: _ G 1 -. - .. _ -' r - - _ - - _ y / 6" XE5 , \ - r'� \ \ € `'I. ' x A IJ . :: -\ STA RB 9 07 Y o0 �m . / A / CL 37.78 1 \ ' / T037.86 \ }-�Y cif'' z; i -`\ / o-j / 1NV. IN: 346 �< ,\ END -LINE CLEANOUT \ -- - / �'� _ , -� , / `� __ _ \�O _ - - CURB INLET :: �`� ; 1 ` - \ STA 4+8 .78 5 �� 2 9 - - INV OUT• 34 ES --�-- , r 1 `\ . - - ` �8 y \ ` - , �'p• CL TP 38.2D \ __- , , - , 2 �' ao ' , \ `'\ TOP 38.28 . _ r- _� Y k C, I F F j INV. OUT: 32.7 a '\ :<F INS �: 9 01 - - - _ I _� / 846 Q ti� ,, t. r'zs. STORMWATER \ r. F _, ,.... _.y 1 .: 841 r ;. i,...v „s,.... r �\1 �y _ :;:. POND A v_,: .�. ..: ..:... ::; fl #2 T \ "�-ti.� ' a CREST ``\ /`, r828" --�_� STORMWATER 0 I 31 o . Eb 32.5 17+35 .66 , 3z - o , 32.5 I POND 1 + _ �!' �V I "' - ' NV .6UT T =_�:_. _._..._ MAIN POND t � 's ,> : _ 1 `f I IN r 1 L 1 � r T50 D 4 0 - a SD205H r, \ f i I= " _-, - _ \ s . r : A`L�.: _ _ :T _ - fjr 1 t, 4 f `c I � � % 3 =: _ _ 1, , -:.1-1 ": \ c -2 ! - n) INv.: 31. , S 1 _ - : / I ; 33.0 �3. �.:_. . 6 >: 4 I ,:. _ - - fry , >-s / _ i __;°, f-_ INV 5 < lil�" o :� u - - Q \\ . /_ ti . _: / 47 z ` CURB INLET _ � 1 ». ! e Y s'_, <,, 2D _ , .-, - STA 15+96. - ___ �j ! \ - ? - /` , 1 8 4 0 . TP: 37.45 - ,. w IN "� ` r r Y. _ „, U 5 ., r' ' _ : ro _-.. y TOP. 37.53 I . t �. _ _, _ a - _ ! _ _ o _ r, ;.t , . OUT. 33.53 i €. 5 ro .. \ 1NV _ ' _ 24' .. .- _-... v. '� :ram .. .:la. v. .... .. c - sr :. - 1.., w .,, 209 ,. �... , p F Y��'• w - „_, - \ - UR IN - :-. ,,. s C B LET M r ,yam. �: [V_ r.-, - . T" -� r STA 15+96.20 \ a l h 1. _ / ,:._ .. : \ x_ ! CL TP. 77.45 _ _ u. . -,..,vim a TOP: 37.53 / _. _ - - _ _ ,. ,: _ \ --� -..: / T- L Wr. . INV. IN: i ti �. / 33.3 % .. - r I i :,. 1�u . j r Y, fNV 0 33 3 ~k \ ' I 1 839 / / �' j '' ;I 1 jr I \ %, 84,8 '\ 1 ' I I l � t y r I t r JJ' `t `� \ 1 - 3" MJ TEE \ I r r r Ir ;I f \ 1- 3" x 2 REDUCER I / '�� r , I t I I i i rl ! \ 1 - 3" GATE VALVE do BOX /` � `\ I I ' I I I f ` 1 - 3" CLEANOUT ��j I ' t / " . y h �L\ � \ 1 - 2" GATE VALVE & BOX i r �¢ / I o. / 8 4 9 J 8 5 �r I' + tam ,. = ' rn2 r :0 I ! _ n - III ry rel.lnl rrc S * �� F-"`"- - - ' i W f ,CFI I m - z t i ��' _ - -\ _ ! .,-.- , I0. I I [., �� - \ ��X \87 SD1130 R F I /I 850 i 853 � _' j ; b I I \ / �I �I 1 = rn . -- rll r \ �' a1 1 r 854 s� z' (n c0 CREST ® ` \ ro + t u" f /' 0+85.45 / CURB INLET I CURS INLET N f r\ ! v , +o `' I t ' P0�� `\ ``\ STA 1+88.39 ' I 1 1 STA 6+30.42 I w I I oo a , I o f w CL TP: 37.35 t CL TP: 37.37 I I , I I n x.' ` \ . \ / TQP: 37.45 1 , TOP: 37.43 I ! INV:`AUT: 34.8 I COURTLAND PiLACE PROFILE IS OIL SHEET 9 , INV_ IN: 34.0 � ! ¢ r I � � r * I «o >c: '\ I f INV. OUT 34.0 t 1 1 I . �0 ac 1 - 6" x 4" MJ TEE .\ \` ! j l m.. �; '-- t I ' r�* I I o f?�,{m `\ _ c-•. 1 6" GATE VALVE do BOX �,: y , ? k,N- c vwA- 1 - 4" GATE VALVE & BOX ? pS \ ! _ I yY~ r I r f l P7 I wc�'�ro`I+'[z \ 1 - 6" MJ TEE \ c°o -\_ + f__ -- J - ------ _I m f% A I mm-u�'-1 1 - FIRE HYDRANT ASSEMBrLLY r" -` I , _�__� P5-______� /'♦ i r 862 SD> S0R2, �,C - ___ - _t _-f - PS -- + PS- i ' ``\ CURB INLET / �� ?9 -\ FRE�UR SEWER PS 5+00 -----F �_ _ 20' - 15" RCP pS t 38., STA 1 +88.39 `\ CL TP: 37.37 i� �,� \. \` 41 � _ - 3+00 - +0 -__r- l-f-+ rJf - 24f�_--4 s+o_ - 21, SDR 21 PYC PRE TOP: 32. 1 1 % - �- I` \ INV. IN: 7 5 i .4 °0 L�q r C9 I _ INV. OUT: 32.36 �'' Yr' '_- VC wg7 1p�lNE PLACE -�Y- '- .--------_-_- 4 4 ` � PVC WATERLINE I+ 2 D211 RCP _ 9+D0 (e} r �_ W _ - _I -- Co AN 863 /Q� 1 3 -- w ---- , I L D \ o / _ --- _--- ._ - ---�- 1 Y :: 8 811 C900 PVC I I - _ w \ /� ��0 - ' CREST � , . :., . : fi W - __� - A LINE -_r., ,\ / +11. p I I 1 I I . 8 ,<x-4" MJ TEE , - O �i ry I I ` I CURB INLET 1, 1 8' x I;"` MJ. REDUCER ; "Q Y I I 39 STA 6+30.42 1 - 4" GATE VALVE BGATE VALVES OXES 1 -11 a„, _r �..., _.., - flf�: 37.35 E \ / 1 s µ,. T_ l:. _..... I _.�. �, f I I 2 _ 8" x 6" MJ TEES I W CL r " T-�.-37.43 1NV. OUT:' 34.4 1 fIRE HYDRANT ASSEMBLY 1 ,\ /- eyr; I I I I f ! ��m� r f�5 \Nd - I j 858 857 j 856 j 855 1 wv�� _ _ /CD 861 1 f �� - � �.14 . 860 1 �'� + - 3 z I `S I ' _'- ,-..._ �w r .�..c_ -->. .._ 39 , I ` 1 , ,V 1 /ORMW TER _,- _,_. _. r� I� a ,-<:- 1 n w' r_. + 6 � / j` 1 ry / -'�_' 'E POND n ! r->^ - 1 ` i ' ' ,<^ a j I � .:0 ;o FOREBA. , xx � I ' I J ! II - 1 NOTE: LOTS ARE TO BE GRADED T COURTLAND PLACE. + ;o = j. 1 „ _ ., _. <W �. 1 _. _. w_, s. x� m ti _ _ .�. _ ,.�.�r,,ti v. 1 .: ; F ::�,.- _ ,-._ Cca11D oUTlET .,.:. r „_ ... 's. x_..,,. , 1 j z^, p 38 .. .,.� .� _� i ..,, , ,.Y,.. - 1 .,, I I ` I { STRUCTURE I J v WEIR: 34.5 I ' I I ___-_-__ I 0 25 f -- - INV. OUT: 31.5 ' -- --- - ' 1 __ ----- --- , 1-----�----- y, - ------------------ - I F 1 r � -� L------------------- ' 1' - _11 0 SCALE: 1 I'=50' CV 4- O T_ CD (f) z 0 0 W to Of fr � n Z 0 JJ 0 I LILI as w Z �. Z Z N on J U7 W [�„' W ErEr 0 �Ld m � m 0 Z n 9 ? 7 0 Z 9 W Z � O8�6Q p n n er 0oIr,ld W W J W W VI N 0 V3 V) N� fY rr < w tr nl 0 O n E N N N \17 N -°��\ ,4 O n O 04 v \ \ N \ \ wpo if, -K)(D ` �,14111111111111N1l,o1711j�',, p N1 _ � � boy =Q 6m _ ` "tt!! IIIIIIISIIIIIIIII�n"�` 04 A T/ti o z V� � Z b E- H d O zo -� 6 z E-+ Q z' z Zo ~ 0.44 `� 0 0., z Off (-" f g r I 0 ul P, Z N w. o cn 0 X4 P- i � U_ Ne Fyi �q" W W a, '-I Z A f., w z L1G w z I a N I to t` fn O Cn Ell-, C-� w U7 W � N M ,4 z 0 T , C V0 O Qv z s r� W O V1 z 0 °; 41 Z -a� _ U) 9Z � N N,^ W 1! ! 0 Z O O ou L_ Q) c ii o - z 04 OD r7 0 ID ,d- z F O O Z NUlf X) n m O 11 � M -0 0)N 4.1 F_ Y 0 U v U7 o c� C1 a - _. - - -- - hr .� �_Tf �- �, - , r r., -- _- , T'-r - P-1 -1- - ,- !f>.^ �,T �i 1 - - - 1 1' , I t tI. 1 1 i . r i f 4 f` t- ' ` '(JI I r 1 .[{{ ,'61� A '. I � .. f;�.'1 f'r i' •� I iF !', '.: ,{I 1 I II 1�1'1', �*�If i, J1 l� `1!` ,.: 1. i- . ., a .. r .',, a : I 1 d, J . 1 �.x' I ., I. I y £,._'.. I r ,. . 7. , , t t�.� I',',' :, " V �% '", '.'. � " : , . . .1 i- . -..--- - - - I I 1 - _ - - _, -,!�'_-! ", f P� = �, , - - - - �:_LL�_ - � A. - - - _- ', . . :":; _); :I,,.,,_ �*L% .".: �-, _!!. ,,_�,�,___* -,--L*- ll_,_l�,1...li,;A,! ILILL I-% I _� ; -1. "w 11. 14. N. 11. . /,/ -/' 41, �....,�, , \ "/ d :/ \ �X_ 1, � 1� ,x/ \ 91 _,�:,;"/ 1, , I ., / . - \ �' / I ... �`/ . , All/ \ I R , / � I .." \ � 1, I I _. \ I I � , I � \ I , - \ , N 906 , , � '11� � w.l 7 � I � .: I �l i._ I � , � I/ "� ',�', 0 - � � I 1��o - , I 1;1� ll...,,��' ,xl � 1'1_�l SEE SHEET 14A FOR . , , X " 'F_� , 1� 'I-", PLAN OF STORM DRAINAGE IX �, �_��_ , I I I--,," ALONG PROPERTY LINE I , 1-1 I 11 11 - , 1 - . I ; "/, -,� ,�,�,, � , . /,-,, .% I 1, � 908 ., , I '_ I I 'I,/ %�_, __,�_ � � I 1-1, � z �11_ _,,� , / 1,�l " 1�i � , " I 11 -11 "N%F_ � I ,�_."_ 'X :1 ".",' / - 11 '�11, � , _� I . - r . . 1, I 11 � __ - x , � 1�_l . __ - __ I I - __ L�",� , L /`�11,� - , . , 909 ��; - I �11 p - I z - I �`__.. � 1, I I I .1 -ed. "I 37.b 1 - THRUST COLLAR FOR 4" PIPE 11 .*"� � 0. 'I-, � _,!, - I% 1, I / , 1, t I - 4 MJ PLUG TAPPED 2" . . I %F-__ � 'tj, I -1 � 4- �� I I . I I . � I I I I END -LINE CLEANO1 / / I ; s 1� .,�: . I I � , Z / i \ �"i . 1 - 2" BLOWOFF - �: �7 , . - �`� � � I t� / .1 �__% r 1, N, I . .� � "I 2" SDR 21 PIC - I , t I � , `1 t � I 1 � � I ,� , ',�, r ,2, � I 4�1 11 '�l / + I PRESSURE SEWER �, �. �7 � 11 1.� , 1 I � I I m I I , � .�� CURB INLET � 7 �, � / I f `�_, , -11. I � " N11 . / . .. .. . � - - - - - I .. I 15 i 194' - 1841 HDPE SD212 %. I I I � �� I TOP: 3D7.O -1 . � . �., � / - INV� OUT� 33.4 " I - 1�, 11 / I t, , , �, � I/ "I, , " -- I -,:, - - '.� - �;.l .. � , 11 `� , 1�_ 'I-, x . .. "I c ��__' =324-Ou 1 - - I .� I . 68' - 1 RCP ' ,� ." I- SID 13 "'ll I ---------------- " --� - - -- - -- � - -- - - i I , �l I � V - I 'I-, . I- - - - - - - - - - �1, .- I 5�' /-f � z 1 . I 914 / %, .., 11 1� '16� N 1-1 I 5 � 'i I I , - .�, 1, , �_ll jp . .. I _,� I �r /� " ..� �� _� � 4" C900 PVC I / I I / � - , ,_ . I `�l I I `�11_ Z il T . 11 - CURB INLE � 905 11 I � , , - 1, I I . - '+--� IV WATERLINE .� I " / / , , , " '�l � - 1� / , , , 1� TOP: 37�O 1 I 1�, INV. IN: 33.1 � - � I 11 i - -1 �- I I " _11�-,_- , " . ,_ , , . .1 1 4 INV. OUT. 33.1 11 1� "I : !_ " I 1� - I 1 () . / / I �'. /� I I � I : . - - m . i ; . i . i j I - - i - . � .1 . . 1 7 1 . � . . I r . - I - . - 2 - . - J i I i : . . . � . i . F I , . I ; 11 , I . � . .. - . . . - I - . . �. - - - - � - . I- . .. . ; . . I . w . i .. � I . ; . i , I . . . . I - . . , . m � .1 . � � . � : , , I � � �` ; . - i . I ; . , � � I . � : � � f " , , , I - I- � , . . - . .. . � . - - . - .. .- m . - '... . .- - - .. : I . . I/... ,-.-.. - I I , . -� . ! . , - . - . - co - i PLACE . �l .. _r � . . LLETON . _. � I ; I -1 7 _! 7� ; . � I . . . ; : . . . j .. . . . . : I I I . I - - . : I , r 1. .. . , � I -, . - . - i I . �1- ., _ % �_ . . - . ; I . . . . ; , ; : ; . I I '. , , I ... i .. . - ... .. - . ,� - J'... I I � I.; ; . ; � � . : . . I � . . ; e. _.... - ..; ..:.. ... ... ; . w. . . I : : . . l." - : � : . _ .. -.1" -, -, I � . - . .� . I ; . � j : I . .1 . . . . a . _. ; .. . .. ...� .. , I . I I . � - I . , . . : � � : - . - - .. ,_ 1� � ': -- ; - � ; �11 ! . . i .. . ..�... - .. 1 �: � . � . - . . I I j . I z . . � -1 : , . .� . .- � - �- - , - : . : ; : �l w I . . . . . : 21 : 7 _ .. ,� - - � . I . 7' : � . I - � - - _..; ..�i I. -1. -1. . . . . 5 � . : I � . �' - ) - - - . ; � ....... ._... . . . . : . : ._... 4 i . - .. � . �_.... � .. � ; .. xl . - : I - 1. _'... ... .,�.,.Z.......,.........,......-.... : � � . . 4 . � � : ....., ...... __ __.�_.i._ - :.. I— ..... - - .... � . , . - I i : : . ; �; . . , SCALE-� . : ; I . . . ! i i . . I _....._....:.....:_.. ; . . m . . . ; I . 3 . . �,.' � . � � . I . . . : : : � . Z : ". . 1. i , m � � . ",I . . . . ; . ; ; r I ! - . I 1. � ; � ; � : I . � . : I w . ; . ! . 1� .% : i i ; . 1 .1 . � 1: 2 _�� . I . I . � . i ., � I . � I z . ! " i . . �4 . - . � . i _� HORIZO, L _1".=M'.� - i. R, a � . � . I - � - : � - ; I . : -- : . - - � - � . � . . . . : 91 . , � _.... . . . �_. : - . - , I � I 7 U rl . � 7 I . : . . -1 ; � �__ .. I . . . � . . I � . i i � i r � .3 I I i � . i A i . . -1 - : . . . w - 1�' . . I . . . j : . , I w . � I . . , : r .-..-: .. ; . -:n - In_ I i 4,..,.:-.,. , i i I - , - � -.l I , - 4 .. � ; I w I i . � � � i , I . . - , - '' , . '..: - .,.-I �.. li .., 1. __ _.. - .. , ... . V 'a � " � ; . I . " - I I - i . -.1". .. �� ..... . ; � ...� .1 , , .. . .; ; ,� . . . . - - - - 1. -...-I.. . I.. . ; :11 - � .- .. - -... -F i � � '. - , I , - � � , : ,� � L, : .1. - - � - .-.!,. . � , . � __. I : �Q..r,-".--,.�-�,�1-9�lo..�,r,�,,,�l-..A�%,--,�-�-��".:�-,,- .1 � � EL - I I I � v . 1. . � r . . . . . . I I . , . � � - % � � . 7 .. � 1 7 r 11 . - I : I 11 I I : . . - . I . d -1 I . . � _� - .1 i � , : . � % . i I . 7 1, z . i I � � I . I � . . 1. . . . . . : . � � :� . . ; . I . : . . � i � � - . � v I I � - 2 : � . . . I . ; 1; . .:,,_ . . . 4C . : . , -, -.,,.-,,-,,;, T � . . . I , ___ I . -,-----,, � - 141--lil- I X - --I;,- � . ., � 'w" , "'..".�... , '_ I , ,�z,-�,,.-.�l.'.."-"-'Z,--�''. � , . T � . , � � : i ; : r - . : I I �.,.,_..z,-.: . .. �, . .. .... � - �-: .: ...... l..'-'w, , , � - . . ; i � ". �,_ : . ] - . . .. , 1. � . . . I : � � � ... ... !-.--, _�..., �� - . � . � : . . rl _r .: ,,_�,-, I . i � : . � ,i. � . . .7 0 -1 : ; �%%:�. I I : I - � __ . % . � ? . ; Q - � 0 � t ; . � . � - ; , - �� ... . . 4 L . 7 . . A I . .i ... . . .. . . .... - , . . .. .. _4 . � I . . I - . � . I r . : 1� � � : � ; P , F ': '� - q . i I . . - � .- - '.. . ; . . . �_. .. . . .. - .. � . , �_ . . � . . - .. ... .1. . . . - .. ,� . __ w .. . � . - . . . . . .- . . � - � -I;- , , " , : : . I ... . � . i I . . . .. . - . 3 ; . � .. __ �. . . . . ; . � . 11 . f. . .- .... . . .... - � . . . - - 1� I . . � . . . . . �l . �� . .. . � .. _. - ; I - -7 : I ! � � a , . . . . . .. I , , _. .. .1 .. - -.1 , --- ` , ,li � : o I � . : � � r I J ... . � 1� .. . . , . � i, I � . . � : - ... . 7. . i- . . . ;..- . - . : - F � .. i , - � I .. : . Q!: + . : i I : � ! . � . : ... . _ I . . : . . � 1 I : r T I : % 4 1 � � L I � � 2 I . . . . � � . ; I � i . : I . . r I - i � ! I ��. : . . . I 1 ; . - 7 I , ; � � . 11 7 , � r T r %� . . . � . . � - . � � : 0 I . . z>_ I c � . . c . ; ! ; I �. � � r.- � i . ''I'll illiiiiil I ; I 7 T m ........ r. ._% .... - . ___.. ..- - . . . : I . � . � � � I I ! � "I � � � i i : �., , � ... � .. , . -.1 . � I'$. .. . . � : � . - , ,., - I _ - j ... , , - I -.1. � . --- - .. ,� I - I . 6 � ; 1_� � 1 � ; , i- - ; . I � 7 8 � � . 11) � i -, � � ; 0 - I . 1. .. 1. , 1. : i L . - i I . t � I , �t , , 4 : - I ... . -1 ..,.. .. ..-. k7, . - � I :. I � � :. � . : I � . I . I . - , .1 A .. � � � , � ; ! � : , � , � ... .. ..;... . ... ..-I � - - I � ! � � I . ; . � � � . - . . . . .. - I . I � � . .. . : I " � F � ; I lz - � ; . - " I - .. ; . ..... i .. - - �. .. -.1 . � ." , i I � . i:. . .. , I . � � 1, � I 7 I . ; , - _ , , ; 2 , - _ -, "I � __ -_ . - I - , - " 1 ,% 5 .___ --- � .. -_ - . - - ... - . . -- A,- ...--. � -1- . . , - * I __,...__.` .... ... � -_ - . . .1 I ; i * __ I . �_. I . � ..I.- - . ....- I . . 3 . .F ., - I ... ... ".. tl.,)- .1 ,_ -.1 - � I I __ __ ....__ - , - .- - . 4 I - . I., ... .... 6.1.. - 1 - . .1 I—- � � .1 - � ... . I � . . co. _11 i . ; . __ 12 _.� - 7 - - . ._ .. - - � - .. . i -m I . . �� -; . - . . ; . F . z � I � S, -:7 r I . � - - - , � . . I p . � I , , - � . . . I - � : __ - . _�_:7 �� -.,-- N - � � � P? m : . , ; i A � 1 , - '.1 ...... - I : . i : � _1 i � . .., , . � ..... : I . -.1 - ...... ... I ......- 35 . ..... . .... � i � . > . $ - - :. -1 1 I . . 1 , ,__1 m . . " I � . I _.,... - - - - . .. _ � lr,- � j . . - , , - �J'.,'� : I 'i I � I : i � : . F I : m _. p 1 I 0.7 . U;g _7 ...l......_ - � , . � ,:7 1-1 _.- F . . � . � ! I i , I . - - .- - - . -,, � � � ! i . ? : � -0 58%- z �, �--. 7 -_ , I ! - . � � � . , L , � � � . , .3 r, ; - _'3, . j , - j d �111 1-1 , ,* . . I ; __ __ �� , __ _ _. - . .,:, i- ..1.111.. _.._.l I- 11 11 -11 . 1'.�. - , 1- - Am. : I'Am : 0 1--.11 "I � ,,,,,-. I I . _�..CATM. IN � . MR"OP . j_ -- Z_ .1 I s ` ��. ,-� --i'l- ; " 7 i . : , '.." _. ,��L� ,� ., ; .1 . . _.. ,_�, � n_-,. l__-, , . 4 - 11, I—. _- 1. I �� . :L:,. -, ', F IF, I ; 3 - I , --k-F, � _-, % - . . : � � r _...____.. _... _ :_ .,E__k___Pl_l`ll m I � z - F - 1 m . � m"; !�mlli r w t � I . i . . . ,� i � ; - L . . . . . � E ." - . E � . � ! i 7 - � . t ! , 1 . ? I I . . - .i . . . ; . - .:- - : --- % __ I - . - J. ! I ; i ; - . - C I ___ s - I .. � . . - . - . ` k. - __15 I I W7 . - - - - . : --- �, -- I _;__ - .. - . , , - I . - : _ -, � - . _:�. -..-.. ..... . : . � L . -_ I . - --- - - . . _. � � , __ - -_ . - .. - -- � � " _ ___ - _: ,--. ___: � y f I - GATC$.I _ - L � . 1. .- .. �. - � . . .- . : .....i. I � I ly, MIN.- 1 . . . . I . : V.. .. ; : � E-S_ . z I , : . m I . - ,�. Mbmm � . . 4 . . . 7 i I . . mmm - 0; 1 1.1, .-.7 . . . __ .. .. ; - 1. . 1. __ . . . . . . ... . . ______� I I � . . 9 . . . ,l - ....... . . r . � � - ; - . : __ A. � 1 I . BAS . � 10 . I . . .l.. : . I I : -�' . : . .... I - . . . . .... VER TICAL- .5E�WTION . I . i - � - . - i F Iq ; : & I ! I ...... �!� 4 I ...7......� rr : . . a : : I � : i . I . I . im . .- , - - .. - .. -1 - I . _.... .. �, 4- � s r _. - I . � . ; . � m - __4______:l_� ; : ! , r . . . --- - � ;-- - - � . � -- - . I . . z , ..-;. . ..l. I s m . . I I I - . - : . I i ; ... . � .. L.- L. ! .:..-. . . I .. 1. ` " 18- R4 . .., .. - .. _,��0506 11 - I : - . . . i ,I . . I.... - - " . F. I 1! . ,3- ___;__� � a ._ .L.- I I .: I - ... - . � � �l r . . . I . , , , .. I.- . . . .".' . . . � ; . - _ 1. . . . . . . . - . r . I . j �_ -.1. - � ... - -;.,. - � .. .. � ' I . . i I ...... . - 1. �_. - i . I j " � i . .. . : I I . . - . : � 1. i - 1 2_____ �___. 1. . , . . . . ---- -- � - . . % . . . . - . a � : . rL , 16 __ - __ �. n r - ! ; -. _-� - , _., _�__. �? : I t ; � , � �. 8 . . . , : t ; : ! : . �. . . . ; . . 1. . _11- � - sTk -12, ". - - __ * . mP 6.66 " � i - I : � , . ul� ul -; - i6r 1 '); r._ - U - to - I . I __ 1. � . - 131-- 4 . I .. . : I - : W- ..: . . . - i - __ - ---. �__ .: _. I . . ; � � . : 14 . _. - . . 11 : I �. . 11 � . �, , . . , L ' �_ _ _ _. __ - 1, -, _- . ; I __�. , . , i , ;;i - __ , . - . .� : . . : I . . ; : A � I . � , -- , f .- . , m . - . . ! � r � . v � � : . . ____ _� - - - - : . . : � � v . . � . . - - . . . 30 30 __ - . _ .� _ . . -, :, � _,1 F-F .) I - . . . 1 1 � . 7___"_,!_�,__, _��td . - � - - ,�_�,_-&-_ ,Q_ - - A , _pm ELEV� 35.80 ! -L-',-., _,�- _JIM (m.-,_1-:T�:1-_6..- � v v , : � r - - fn 'a �,,. � - - I �- 1�, . - _,_,_pvM . TA o.m : : . PVI ; S � . _,__ LW4�31 . .--391,90 _ ; . _-.._+ ____ nl� __.---___. ,, _�__ __ . � ' ' _ ___-_A�___ i r : ,� . __�_-s--�m,----: C-1 y . . -- -- , �._ I I : w . : � . ,� e- . I . I � � . . I . . . I � � I I i ; 'y � : : L �� F I I 7 . . : I i to : � . . T, . w . : � . ' § JiT .. .... - L _.. _...... - . . ., - . � : f i -1 , � XK 67.3 9250 ; � i - - '. ' - . . � - - - � F- -0.1 05627 ' I : , , . � q . ulq 'D C> 6 -, � ; ,� _ .- ...l.. - , . L: 100,0000 '; 5 L �. I - - . - . : cO� : . - , , ... . _4 - - ,I . ! I . . � � _. ;.. _,_... a_ ,,;- .. '� . � . � . � . � '� "' ��. . - i - � . - -� � . � ; , . I n . . r I . - _. �. - -1 - � , - . � -1 _. . ..... _. I . . .- ...."- _i. . _ ___ - . , . . I � . . ... I I _.�. _ - I . : . : � ?� ; I � , -, , �, - � - . I . - . - , I . . � - : I I . I I � " 1, i _� % - r . - " . . . �5.98 -� : , � SA% 241 11 A6 . . . . - � �' ! '+; c4-- w + � : �t K.'715"2832=' . E� -0,159677'. . : ' --_ - ; U�44, , � : . ' OOD . : : - + ' : ; . " -, - - ,S I . � . i . ; . ZO - - _......�.. . i -_ 1.� � � . ; 1 . . : � . . I - I - .1. �_.,_ 1. - . I � � I � . � . : - - � . - .--,i - - - .?.. 2 . ... . T . I � - . ; r - .. - _... -. .. I � . . .. . - . � . . - �. _0 - I- A- t I j , - __ - ... .......1- r � - i - . " ,.I � _�; , ': . - � t : i I � I I 1 : � - . " __ __ - __r " . � . I .. I . . . . -.1 _1 . - ____ :_ , - - - .0 � � . � ; : 11 V) i i � .. f . . . . w I .- .. �_. - "� .... i _ - .. _7 (�. - - .. 7p - - . . . � . - . I -- - .. � _. . .. - � . ._�. , " _. ,," ""I . 7 � . � � � . � . � . . , . . I : . . I : I ; I r . 1. --.r ... .. .. - � L... e I --.-.. 1. -_ I I . . . . I � - - . , ;,� j � rl- eq 9, _ - . � . � 4-CAE I ��' L � �: - CD J - ST, . - +,34;46i 3 . : :; � : � I ; . i ; _z. _... i -_ ,.'-- ; ... - - - I.f I I . : I . . -_ . . ro . � ; ; . - : : -_ . 1. .- C) j- 'r-; .. - . 7 � . 5 ! ; � , I I � . � 1 . _. �... -.- - �- � . . 1. . � j _y : I L I . . . . ! : � .1 r . � C)r,.-.- ,; __ , � . i . . I . . . . I- : r . . . �. - , . - .4 � I � ' ! � "' � �" : . . i I-. . _� ... . . i . x . 1 ; r COD . : . - . ! � j % . � ; " i � ; 3 . � Q.- ' � , ; I � Z; �. - _ r _.- , �. _ . - f -, . m __ - " ---- ; � - : � . � 'i : i : . .. : : 0_ . I : - , - � � . ; j . - .- , _ " .. .,-.. I—— � . . - - , - - . . . . -- �_. , n. f -) r - ; 0, , +,i. . . I . � I . . . . .� - _: _ ..' -, __... _11 . . ,_..... - , . , , I 0 _� I : w , - - , - . - --- �: � V . F : � , � ....l. __.... ___ - r ... t . O� . - . . L i I 1, +%. "':r ' � -- , I_- I , . � m ; a. - - .1 . 4 1. 7 ... ... . L r . � i -- '' '-- '" -- "' �. _..� ..... . ]� 4-.11- l_...,_r, : j r - , -t- , .. . I � : . ; . . - -1., � -- . . . . � � � � . + � - - a 7 . - I Tl� �., : i , r . . j F I . c . , I ! . _;.R� : I _ � 5. . . I 11 I - . : � . : I , : �, � + . a- � , . " � � . I � : ; � , : , . L . - - I . I . z � ! � 2,9 O , . : I : . -a - � - , i . . - . �. . � i ; . , ; . : - . : I N4 � � I . � . . : . - K)j 1. � : I . I ,;4-.1 ; ! . R . m ln� . . . - . ., I I I .� I � - .� � . I I .1 I I ,,�,, " , I--,' . I �f. � I I I ,� i CURB INL T / / �,�, �, I , , v % :f E . � I I , � I.-, . �l � : __*_cz7D - / STA 2+18-16 / I �, � I . - �l ;� . I CL TP: 35,98 , � 11 . � � L' r TOP: 36.06 , __"____________ .. +-�- - \.,. / 915 / 'li-_,� � n I I I __j - , , _tr_ � �_ � . .,`� INV. IN- 32.5 X I . - / 12� N � , � cz?_ '�l . . � I I -�::i- - - ,<� ,,,, !_ " " -_, ___ ' X" _'�' _�_��:__�,:'-_,�'--L.-4�.-.2-'I-.",I"�,L""---��,-,.,, , INV. OUT- 32.5 / / lv`�l " / 1, I 11 11 - - I V ----------------- . 1 �� - �., " " _�111. N " I-, .. I W'. - 2" TEE - - I I __ I - - - I - / / ', - /I 1 4 2 - 2" GATE VALVES & BOXES �l ,.,; - I � -_ - , - 1__� , - , ,�,_ " I � 3 - 2" CLEANOUTS F I 1 , ', , I I " .1; . ,;, I , I i � �li i __� I ", ) 4-.,.,__ / /N. - , , 1-1 .� : 41 I - - - - - - - - - - 1+00 , "" I . " 11 ..- N 1, I i � ; CREST 0 -�j _� - - - - - - ----� 2 00 - , lk, 9 , '\\ w 9+59.41 " � 1 904 - _,�:�,"" 16 � I " F COLLETON PLACE - / I/ , "I . I 1 2 , 1. I ____ -l", , I __ � I �1\ ., " (n 1, .1 I - . .. Q_w / �. \ / , 4� " I I I � i , . w -44 -l"', I - I u - IN 1, I , .1. � --------------- - ___ , i z po 4 1_\ , , 'I-, ;� � : .. I - � � .. V) I 1-1 -1 '� � I , -- I 1, "" // � /I � �_l I , , La I "". -_ , 1� �_____ - -- - -- --- N I I ., . I I'll _,._ � � I --- I _� � Of / - 1, -rp" MJ TEE ___ I / .,;- / 1-1 _____� -3 & W REDUCER , / . F " - �; 1 - V"" � , I 1 - 6:: GA �'V , . 1 19 17 , �. " V) � 11 .1� " _,"'.. I " , ,I V) LW ,sr I i I . VA 1-1 , ALVE,& BOX ,?-, -\ I l."'.", - :�__ � w z 1 - 4 GATE 4� BOX CREST 0 ____ " \ J , W I I - , I � __ , , , I,,\ .q I / , m i ly a - � . : I a_ _j I I -,--,,. I '�\ 3+34.46 ,/ �. __," " � 0 ---- I � I I , 11 C-) + I 0 . / I 1, � � a, �: I- I / / � . ! I � � a: .f I'll, "I", I I 11 " 1�_l I , _� .1 9 I I W,,"', i Nl\l 10 , 1, � � , '�\ 'I-, / / \ E.� C) � I CURB INLET . h � \ I � 903 CURB INLET ! 1 �74 -1, , -,.- I . I , 611, �_l I - . I . I 11 "I, I " - , I � �l STA 0+44.51 11 , - . I 5� STA 8+44�51 1� cr C4 1 � 6" MJ TEE ";%_ tl I',, I I-, i I I ; "' CL TP: 37.13 4. i 0 0 I CL TP: 37.13 FIRE HYDRANT ASSEMBLY CURB INLET I " , V) ---) ,z, , , TOP: 37.21 1 \ . � TOP: 37.21 �i 1 '. � Fl__ - 41i� : STA 2+1 B. 1 6 'I-, - A / // � , '11-> I I � , , \ - = 0 1 � INV. OUT- 34.0 � '1� " I C3 , �l - CL TP_- 35.98 , " I t 918 . IW. IN: 33.8 �. : 04 � , I -1 I 1-1 11, " " u i . 1. I TOP, 36.06 ip I / ,_ � \ : I INV. OUT: 33.5 = -- : , I �� - �� I - _. , I i W _. ,-\, __1 , END -LINE CLFANOUT I 'j, - - - - - - - - I � INV. OUT: 32.7 , 1, _� - ". 11: _____4 1 . , :"-k I 1 217' - 18" HDPE SD210 . I " I ; y----- - -- - -- - -- � / _� - I t "I :� I , ,� I -1 1, N__ I I �F�N7,%, - - - __ - � ,I] I , � , -1 - . � . � , . , I . . . I . N11 ", , �_ 1� _: 1\1, I / 11 , - I , , , , - . � I I - � I � I I � -1 _.; \ 1-11 - - - - . . I 11 I � � zt� " r� _�___ . i '! I 1-11 CURB INLET �l . \ � - - _ � -, J_. � ... E EASEMENT (L I �"` ',�, " / W/DOUBLE GRATE __1 I I _ - �l � � - POND OUTLET , I I it � � � I . TOP: 35.41 STRUCTURE _. - 1, �j - - . 1� I I - 3D. '1_� ..� 1. i L' ,� \ . � .11"�,_ I � , , I . 1�_ll 11 , ,'. ,,, Th;� � I , INV. IN. 9 15' WEIR: 33-5 \ _�, - �L, 1\1 I "`%,�� * - -1 , , I 11 INV. OUT- 30.9 - 1.5" ORIFICE , ,\ .. , �: .1 , I ,,, Q 1 912 � , I - 1-1 a 3 .0 __ 1� , �l 'i I [L (n rl �_l I . I - . ; \\ �11 I \ ,,,,.,,,.,.,,,,,,, . i , 't , " i , 1, (SEE DETAIL ,� *' -1 902" ... 0 i "I " 1 913 1 1 1_�' *k. .. � , " 41 � _', -cr I',, 1-1 0- 10 - 04 I �. le : � 'I-, - .� , , 1.� \ I .,Ili I n _� 1�� ., - I - , In � - � , \ i 1.� �l � ,�, I \ - I �� P " 11 ,,, - 47' - 18" HDPE z; ,_ !�', �. � I- . � I CURB INLET , - 1.�' .1 .: - I ll� � ,p I SD505 .1.1: e . . . . "-,.. I I I alm iu+vv.wv - I - \__ .1 \,�N " I DUCER �/ 11 -, CL TP. 36.88 � \ 0 1 CREST 0 - % .� . I TOP: 36.96 1. . I 1. F.. - in _____ - -- - -- -------- ,_- __ , � I `_ " �, ; I -, N 1 26+58 . 32 .1-: �, INV ON: 33.6 10 - - ", _,C� __,F_�,,_ !�� 1�1 11 I , . ,. _____ A ___LL�--,_l-____,_ - ---------- ----L---- INV.' LIT: 33.6 .1 ul : i--' ____ � - -- - --' I . __ I , --- - . - - - - ', � L .... - " - ____ J OL14LJ � ,�,,, ,_ .� ... 27+00 28+00 - .1 m - . I ____4__ - - - ------- __�_ 4-- �_ . . .1 . .... . . - . . 0 __ - A,F�. . . .16+0 , .. _� . , I - - �.l .... ....,11 1, ,.,.,- - A-- .. , - , _�,_ 1_� , � - I _. ... � 6" C900 PVC WATERLINE I I - .. 1_� - .- � ,�. -, - . _�.11 , ,�A:r �,,' 1 .. .. � �-�_______ ----- 7, I _1 - : - .1 , 51�x . �______ ____ - . - , ` - .- -- -_ * __ '_% I � " I , , 0 �, . , -- __�7__ � �-- L, �, \ 0 T"�� - I . I � ... .. ;l � - -._ __ -�� - --- -, , ,,��___ "� " , ..� 1, � �'l I .,- I I..". � ui � ( I. - . __,�;o� '\; 1 .'. ., .. . ., ... � 1. I _j __ '_ _ ,..K.'. I - - ... ". � _ �L '��_� I _- - '_ _ z , - �< ��,�.L� , .. � �;� ,:�.-".-7"�'�� ", .1 , I il . 1�� '� Ir � !. ' -] _,, 11 ��_ , . - . ,"'! __�f'.1",, �� ," � _;�'rll? ; � __' - ` - " - '111 , , 1, , I .. , V) Ll ... a_ a- u m w -- It : I -_�.. %_ , -� - -, I . : - - -. '. " �- - . L-1.1 , " .. [ i I . -ril . . a[ i5ll�:� . 'j.1,,..._--'_l.l - - , -_ , � . I—, .. I I. - - - � 1 .- I . ... . Lo - i .1 1 I , = !�2 c �� : - -1 , ., , I 1 �' - " - . , - I " - A -, " -1-1 , - " �, 1�' I . _1 cc -_ ., �11. Z3 I tr CL I 1 .. .. :..:��,__':,,. .. , .. _�; . � . - " ` I '. T p " ; � �. ...� r. - , 8 4 .,,,,"-,,, -.,, -� 7 - ,, , - . �-- 's .... .1. ..'� - '.. I � 11/:. - I ; . . . I o. � lj.� , . .. . r' . ', , e- _. , gO � -, " _ . . 'i. �. " ''I _. ,.� I 11, , - ,-. ?z _. � " � . I - I . . . . .� , r - [ - , - '1� .. _. i _-, I I 1. I 0 " 0, li 1 i 1". - ;, ., .. .1 I : . - �� , - V2.. '.. ' _;;rX- x - _:� L'_ - - � , ... .rl I .i ir . , . I � . . " � L'. , - , - - oo " , , , '� I � � __ - - - - - - - � - - - - - .. I I - - ,t- , .. , '. I . , rr' X .. / �...... '... 11 � I , , - ... .1 i � 1,-' , , - " , - �. � �v i /080S 3daH ..9L - ,L91 I .� Q: - � . . . - �l 9... - .11 I .mF , .. .- .1. - ;; . - - -7- " ? - -- 7 , ,,. I - - - -, I % I I . -H 1: . . . - , . .1 lh _� , - I OL _� , 7. :1 . E , ,-5 7 � � � C, . , - - - " , � M� , ., I: t_ : '?z , .. . :. . - � - "I 0 m Lf) - - r � . - %,,.4� . , � , . " - I - - - - � ? :a � _ . - I , ,-, �� L_ � � � ;- , , - " � - . . I - _ ", I - - - - - - - - - - - - - - - _LN3f43S*3 30VNrvQdQ .OZ '� -1 Z' - - - - - - � - Sr .. l" - I . C,4 p ON or�i I') � Tl$ = + rr�k 5 1 I I ", � -1 .1, t �� -r �, : .� - - , , , -- . -,� � ,,, � - � � - t __ I Z 0 I I - I C, , , I - -,- 1�� I "I 4 1 �. � ;� ,� I �, co q . . � I oi 3� �_O� �� - p �;-; - 9 : --, ;". t ! V � . I I '. �l , ` . I ko 0 . . + . � I , , I.- - r, ,� 100 .. . - - � 'L - . - -, - . I I i - - , _�-", - . . - ., �,- , - 1 , L; 7 I 11 � to W. i � I � � .1 I . - _ -11 . - - . - 1. .11, _ �� - �� - . . ..",.;. , �,� . " - � - . - - � u� e, - , � - - __ I I I I cc -j6r- _ - . - I -1r)7,,,,.s - � z+ r �� , - - %,.. :1. , �: - I � -,:.,-, �,.,..�,�l - , r. - . -- - "i - ,, - I - .� 'L - i, - �_. -W, , 11 '. . ro -.0 I % I I I z . ,:', ... : . - " �l - �;,l , . � , . , ., � , � "' ., � - - "'A - , �__'__ ,, - - � " , ,- " � � w - � (o jL . , 0 (Y--6: - 7� �. .., .. 'er � ..' ,I _., .... . '..... _l,._. . - . - .1 I - � " � ... - - - J - - _ � , , - v -, - - -1 1.11 -1 __ _.�._,�,F ., - '. 1, t n-4 0 � i �_ . oj�d I 0- � i, . . - :. - - : .. � . , . . .. . , . - 1 41 -, .111. - _?. . I .1.11 :;,. -..r-. ,,, - -,, � ) __ "' I I . " -�:!. �-. %,:"�, . 1_ -, . - �_ . . ` - L � �, " - - -�l -, - �,.,�.�� ,�','��.L_L,,__ i . 1'.� ... - . I - - r I I . 'r IL - -:1--, V I i __ __ - I � r, I j 7 1� . I - � � J I � +., ____ -_ - - - - __ - - - -I- - - - - - - - - - - , - jo . �10 __ -�____ \ 1, 36.F - ___ - _�_ - - _�__ \ If ,2--;-- �__ I ol_- --- '�' I +______________ -,--- snl�'-m,,_ I � ______ - _. '.1 1_1 I - - ) ,� 1 1. 71 , j C' .. '1� 1 4 ,�, 65 - ll� . , � Vo, 2, I., "I I i- Ln .L I I , . , - �l *a v)!Q � � W - U.) 7% 1. ,5;. > - - I Lo '� � iM I 0, , � � , 3 I I .� , , ko- �-1 tD �E i - , I .1 , � � az�, xui .L I - - - , 2; . I DZD�'tob- � - � I I , I I , � I -A, -N-N- ______�,_ I ___ 1� - - - _77: i I �___ - _____ ___-.,,� il � .- �l �4� . :. � �__.. 0 - ,, � I ----' i , I NO tj- ,I. � cl , �. I I . I to , 4: n "t, �; . 11 � 1: 11 I -jolr- I Z,,,,,-:�: r. I I + ..nD t. -. (D to a- -�o �o ;_ "I � . I I a: -K; Lo � .1 I 01d'it_z co I. 1� � I � � � � I r - I 11 . r , - " I ; .1 � . i: 1; � � I 1� . � . � :i � , 11 .�. �. ---- , I I , I : I 1 35.8 / I I , / I , ___� , ' �_. . - .-STOR MWATER POND #5 - 12" x 6" MJ TEE ,l i I I i : I , I li / / i i , I I / / i : I : / / : 1, I / I / I J 11, 11 / / / / I : 1, I III 11 / / 11, .11 I / �.� / ; i J /�l / I I CID I I / , / I I , 32.5 / �� / / , �� I / \ / I I .... � 1:� . 1"" .... / �g / I I / cl; / li I 21i� / k -4 / I (z) I I z ro_ / ,Z) / I �Q 44- I , , �! / I � ) / 11 J , /, �, / I 't\ I "? - I .1 - - --� 11+00 I I... ��,__ �____ � - -=-:________ __ � �,,, �,7 , �� 1',�,__-- �,�' - " It,% - �:_____: � , , ;_l-__ _n-`:�.11i n 11, --I- - ______ . -:Lr ,l F: z IF -1.41 ____;";,. 1:_. I / _11_� ___ - - - - - - -- - -- - ---------- I ___ 49* - 18" F4DPE I p __ ---__ " SD5Dl . :7,�! p -- -_ - / I �___ 4 I - 00 I 11 \ ____ __ 81, vo r� - r-1 i-vr-_-" - - - 33+00 34+00 - 3 �, 35-87 1 - -_ CURB INLEI __� -6;--:� �lik�----l- __ 36�0 . - -4 STA 30+00.00 __ ____ -n SD502 4 - - - - - - (. .I �� PVC WA CL TP: 36.88 - _____ --- .. TOP: 36,96 ______ w --- � _W_ / INV. OUT: 33.75 ____ ____ - - __ - --- t _____ - -- - -- ---- / J, 50' - I 8" RCP --- - - ----v---- 11 . CURB INLET CREST 0 1 - 8:: x 6" MJ TEE CU 34+24.12 / - STA 32+70.68 REI INLET I to , INV.: 32.45 1 - 8 GATE VALVE & BOX CIL TP. 35.32 STA 32+70.68 � . / I I 1 - 6" GATE VALVE & BOX TOP: 35-40 CL TP: 35.32 i t /10 / INV - IN. 32.27 TOP: 35.40 . INV. OUT- 32.27 INV. OUT. 32,4 ) " g I / I / / i 0 .0 ; . 1 - 12" x 8" Md TEE / / 1 - 12" GATE VALVE & BOX � 1 - 8,, GATE VAJ VE & BOX : 0 1 � a !l - - 1: / �N, / / 1, I ; I � i - . . I a � .. I : ; � � . . : . : : . � . . I i � , I 11 : . . , � � s . p : . . i � � - - . . 2 . . . ; . . I � I 1 i . � I,., I _ , I � ;'-I. . . I I . . - � ; , a . I � ! ! � . I .1 I � I I I . - ; L mi I . I i , i : . ; . I � i I : - . __ ___: .-.-. ---- .--- : : I � . . � r . � . --- ; _ � - . 1- . . I ; I � : . � � i ! � F i � I � I , �. : � : . � " , Z--- . __ . 1. ...-,. � .--- -, .%.-- . _ . - , - �, -- _� - . " � � I � I . - � - � I - �_ . - ; � � � ! i . _ . _ _.- , � E � : I : I � � i � ; : I - : � i - -_ ... - . L �__ 'L.. , ! _ � - - . . , z �_ - � , � I � � m � ; . � I I . . ...A % i L "I . ..... F _0 I - i - , . ; . I z . I ; I 4 .. . . -1 . : ; , - I - �F - - . . � . � � . Ix . 1 7 . I -, � ; - - � __ .. I I , i . ! E � , . -1 � . th . I 1. _'! ......:-a . ..., . . .... ,_ .- I i . .1 . � . : � . : . - - . - F . j - � � L � : � � � . ., .-.., ....., ;.... � , ; L � - L --- - . __!_ ____ _ 1 - : . : I . . ; . � . . � __ - " - - 7 i i % i r . - I . - __ - � _.- '. _. - -- - . . . , � �'. - - 5 , I - � � i : � , , , ; . 1 , __ - . - A .1 - 1 '� � , � , � ___ : � , . i __ . I_ . I '. I � i. � �. .--- - - - -- - . . . .! � . c . - :--- ....- 4 �. 6 � : 11 . P '. - I . - - .... . i , q - -1 - __ __ _!, . : . I . I . . I . '� i L L_ : I i ...... _. L - , . . . I _.... , - - - __ � . .- _ r . � � . . � � i 7 1 1 . � . . I.- : - 5-.. _ ...- . � - � - . _- � I i I � z ; . - '. . � I .- - - . � . I A r � I � I j I ! I � � : . .. ; - .I � ....t.. _...... I . � i � I . " ; � 1. . , F... L . : . 5; � �. . . .. . � ; , i � ; ! " ; . i � , . ; . E L � . . . : � PENI �41NGTON DRIV� , � ; I . , . -- . � .. � - - - � '. I . : . ! , - � i - - - - . : . � c - : L : ; I ; I I I I - I , I I . . F , . - , - , - : i - - � - ". - - . -_ ; � . � : I . . L . .-.. L I . . . E : . i � . I � A - . - � : r � : .. . . . a I 11 . : L � I . . I : . . ..... ..� _. .. I : . I � I . � T, a - : � ! I ; : . . � , I - . � � I - I . - . . K) I i ! , : I i I I - p . -to 1. 3. . � ;_... .-.. I . . . r ! . : : � . : _. _. . . , F : L . . j � . _` . � . -1� _ . . m �. E - , - , t ! L . i - , - m . .:-. I - � . .- � . 4..._..._: . I - -, I -, .. ..... ; 7 . ..... : , . . �l . ..., - I . 1 ; � i .. L ., - 7 . � � , � r � ; � ! m - � 11 . . I 5 , . I ; i , . � , . ; 1 � � : : ; . � ; � : L . , 4 " _� � � ; ; : � : , : . - � . : I I -L : _� � : I . � F � . . I w, 1 -, . . I r . : � i � I . . � I . � � i . ; ! .� � ; : . . . F � , � . : : k I I q - . . . I i . . . I z .. : : I I . .1 Z . : : L I . I i L : I ; 17 . I - , : , � , � � . I .. I -1 - - .'I-.;..- . - r . � I .. . I ... �.. ; ; � ' � .. - ' � i . � - .- � � Sd&�';...� L _. . . - , � -- . _,..;j..-.'...! ' .. I I � T i . _ ; . I , - .. _,._� ". � _ _ , - , .. _. , - �.. . - � - ..__.4 .... � . � . .. . I . _q .... . F. .IF, ll_...l._.l.. - � - . . 1,53 - - i i i . Im z -.v, , .-; _ -,-. . . ; . . .- . . . ILI i ; __ _..-I... t - . . I - . . - , - . .-. � . I . , : I � �� L .- .. ,� i. I - � � li ....... . . I � � - . ; . ..., . . , " . . " .... . . I i � . .....- .. � I I I . . I . I r % . 7 � m .. � . , . : - - I --� , . - , 1 . . . . I : : : � ; 1_� .. - r I - F r - , � L i �. . I - - 11. ... . . I . z � ;, _ - __ '.. i . . . � i % 11 . ; z I- � ! . � ,.,. , i : � �. . . , i : . . . HORIZONTAL ll "-50'! �, ! ' ' " I - , . -N ., . I . . , I I " T . � i � � ; r m � - i �2 i ! ! �� ! 6 � , 7 I � .. � r F . I . � . . - q . . � I j � ; - . ! I : � . � " L . i + . : . . . I! .4- . � . . J ; � : . ; . . � i ; . L j L � T ; , � _IlL i - � : - . . - , : -, i r : � � �� : � ; . I . . . . . i ; � I r .. : : . ., : I : . I � : . � . -- - - - " i 1 5. . 5 - _1 . __._'...._ . . L __ - - A., � I 4 3 -1 __ �_ .- I ... � . __.. � � , , '" r __ � � � - z -- - 6 " , I I L - .- . . - ,, -- --I --! -VERTICAL ,1'!=5'- -- � i _-.1 -_ ; i - I I . � -1 � -_ � _. .� . � . I 2 - -1 - i . . __.. - - -_ - .. _;_ _r. 1. - 1. T . I : - :_-.... I ..- - j.____;.._ . . __.. � - .1 1_ - _lL 1. _: .- - - - . - I . . �. � � I m . . �__ ; � I . ___ ..- _�. - - --- -; - r') , � . . . . a LLJ __ � . _,�. __'. __. -, ; I -!,-. L . : __ - � I . __ � . I � , - 0 : . � 7..-- -, I,. "I I � , , �- - - I : � i i n-g-', ` - , : .. _�,_._� _ �- � �_. - __ - -..,.:.-- __ __ � . : I I � � I i m I I I I ; . . . : I . $ - ! __ , ,_s - _1, � . : - - , - ; � . . : : � � -;-: Nj-'11-.L - - - � 47 __ -; 1. . . - 11 , i : , . . I . . i - --- - _l_--_-,_4�___--,_, -1 .."l- I i -4 . -s 1. . . - - . � . ! - - - , - - : . I , . . .1 . I � . . . 1, . � �11 V . . _' _. - ,--w � q : � . r % , . . � - . i : � ., . I r'.-I-Y ,3..,l,�, � , . . : m . . �l . . . � �l __ ,�� - -I:,- .', . . , , � : . � . � � � ! .'.'. _.�r__ L, - _- �'_ - I � . � I � ; k I ., i , i . �l 'w , - _,-'- -_-.'.' i � � . . . I � � % a � � � i I . . � . , L I . . I ; I . 4 ' 1 4�, � - - P, - � - � -, - , - I . ,F_ - - , I , --- ��, � " - -- _F k-_l�l-`l, : -_�� " ,�� - � - - � . . t . . � -� : F � ! : , :, ; z . I � .1 . . . I � . . � ! . I . , � I ; � I . - m . . ; : - . � � .." t ��__ I_ i f f-'. _ 1-11,111-11 _�� __ - , _.. I - . . I ; �! ; � i ! . j i . , _. - -IL-1 � m . � i - F i � . f x �'�� -- - � I . � � . . . . � I I I : : : I .. f."�.,.,-"'�.�-"7��-'�-�--L-L�'--�1--�--'� - . . : : 2 . . i I j � - � . ;_ ! I . 4- . i li . i . ; ,4 . . �� . ;�� _�,- �___j -6 -.0-3-l-, '-. ; . , . I Rn � I i ; , ! �:� . 2 " i i . . l.__l'_ . . . 1 �l ! : I ; . - -_J__v_-_rj , : ; ; . I "I I 40 I % I- 7"�` . . : i . . . k m . I ! � . . , e : - I : . � 7 I 7 i - . I � , :.. - . : i . . I . . i i . � � i i , . : z . " � . � - � . 4 . . � , � : i 1 � I � I . I.. � �. . , �� ; � I , . ? � I . i ; ; ". r ! I � .� 1. - . � : . . - 1 A �,l � . , . .... . 3 .. . . : I I � . , � . �.. 'I'L.. � �.. _..._ : , .. . .. .. . , i ; . ; . .� ; ! . . I : . . � : . . z . lw_......l.. . . .1 . ; ; . � � I . I . z : i .� r . . . . �.. i ; � . 2 ..'... I m 2 . . . - .. . - .. � - .. .1 ; % . � . ..j. �....�.. I . . . .i .. I- � I L .... . i � � � .1 ..� . . ... . , . . , . . ... ... .. ... � 1. . . I I . I . i I . ...". . , . � . ' ' . I . . . � " " . .. . ". ; . - .5 : ; : . � � I : I m .- � . . 3 i : .. 1. . � - I 7 , � - . - ; 0�. d - -.--, � I I . 7 . . I ; . . : rr) : .. . a.Qm-w-- 0- � - - 0,�o% i. . - .. ...l. - �L - - ... . " , ; ; ; � i � ! ; !.-, -.7- � i - _4 - .. ..... :_.... � - I I I � 11 - __ I - . . !... "..'. - � , - L '11 -'l.j . k P9 r ! : ; . ; ; ! - . . . . . : - IIIIIIIIIIIIIIIII , - - - "I' I I . I . . m i : I . - . .- 10 . , - , 1. � .. . r . : � r . .- .1 , ....... �!' Z. , I '.1 , : i ! � i IV, : ; 1. - , ., . � ts, z . - , , N - � � - I z . . �.__ ,.� . . : 5 � : 9� ", : : ! . a I I i I , ; '. � .. ..... -1. - 1, . - ". I . � - �_ , �_. .4- .- J�....._ _1 .i '' . cv I ; i j i � : 1 i 7 I I - � F _ .- . 1 � - . '. � . � � I . , �. I ; - .. i I : : j .. . . I . 5 _.. .. . a ; � I : I.. - - , __ , .. -, � . ? -_ - T I . � ; � ! it I � � ; -- L I : . . . I__ _�._ . . i : . . _ � . � : - z � . I I T .� . I �_.. '& - - �_ .... , T a . �j : � � z m � .. ... . - ; n I i I - :� L r F I . I : I I ... .... ., � - �- - � - -. � - L i ; . L . . ! : I ; 2 , : � . , -7 : . . I . . I . - i - " ,:-- -.- � . - . : � ; I - - . ; ! � . I . i � I � I . - �._. - I � . I ;r- t i I .. f- -;. . . I - _. _�_ � . � . : I m I . . j i ; q � r - , -, ... - �_...,._ .- ; . i � : - - .F... z � . , , . : 11 1 � 21 - I - - J , . � - I a .- . - : � - - - . .. _.. i . r : I - , � - . - . - - - i - . r I I . I . --- - _- _- 31, � I I . � . I " � � �_ :. - � _.� I 1 . . : L 'i . . , . . I ; i L IIIIIIIIIIIIIIIIIIIII . � - ' - - �,� � " �:.; _�, �_ ,_� .� :_ "_:m�� _:j_- -L . . _Zj:.� . 1, . , - - - - - � - : ; � -1. I . . . . . � . . - � I . I I . . 1 . m I . - -7---- 1, zW 1. I 1 z : i 16 : . � P13 . . . � . . I � I � . I � i , , g j ; c I � �6 � L - . - � - - L6 -- - -- - _.., __ - , - .. - ,- - ; I _. ' I � - - - - vp � - - � -P�- � - I 0 __ .. _. - _� � .... � ...... -- z L - , � � 7 ' 7 . ' , -7 -� - . , � , j, : - , � : _ , - - - .- _ _. �% . - ,� . - - . - ... 1p, � _ , I I . , I � F ; I 7 - � 1 I " � g � . . - c . . I i � � ; _. _. _ � . - � .. . . . . 1. . . .. . �.... - I . i � . � . A r � - � - � ., I . i , - I . � , . � % . . � r10 I .. � __... 7 1-1 � . - � I r . I : I - _. - - - - - - - -- - � . . .. . 1 . m k I : � � * ; : . _ - __ . j ; I I � ; I : . � z l... ..-.-.- - - . L_ r : � . L . . m ; � I I .- m ... 4 ... .... . ; a I I . . ..... � V . , - - .. I 2 . .. - - . 1. � . � - , , � � _ ,'e ., .., _.�. _.., , - .. - � - ; I � L � .. �l - �� I I _.... L . � PRE L, 1 , I , I VEUR" - � 11 . .. I , � I-- � I.- , Z - , . L ' � _.l.. . I . . �_._ __.... __ : _. - ,' L F� . . m � i � I � ;1_1 . .. ... ... .. _� .--.. .1 . - . - � . , __... - 1-i ... I . . � ,� � . - : . .... _ .- Ir.... � I - I - I � I . I_ _._ ..i . .. .. . . ; . I ; �. 7 . . , . � - � . - . . . . . - : - _�- . � � I... _....... __.. ;_ , , _ . _ - � . ! � �.z - ; - . � - � � - . .1 ... .... . _..._....;.._. � . . . � . F . L � . 1. T - ; ; � . . 1pm -V.3/7 r . f'. . i r. -- � ........ . ; : � .... .. . � . __.... - c I � � I ....... � .. - . 3�� i 5 1 I q " , I I : . I � I . � L I L z i I "I I . . . � �,, . ,4- r � � SE . . � I % . � 2 . r ; . . . . . . , m . . . j � � . : . . . � . 1 . - _11_,�,& � CATCH :BASIN �4511 Rep ' _' v : 1 . . ` -_ . ! i " . __ - I - '4 � . I � � � � , I - - - �,,__j'�:, l-1,.l'l --I-,- _1111110�_ ", __.",-, ., i . I ." ..,r.% - ��T" ��. - - .. .�11_7 - . ,;-r._,_-G - � 11 7- -;:� . " 'r, ,-�71. - - � �, --,,, - 7 � � - 7,� :Z7� - _-J. - I.. - .- _ _t_ . , � - . . � .>,%!",-.,�;r�_',,..-.,"�,,"."-I .1-6:1 . � - , I ._ ". _. . -1--l" , � - � �.,,,_. 1, I � . . I _ 1-1 � t'., , -, .-n - . , . . I .. - : , - _ __. ..k- --r.A."", , � r 11 - _-, I - -4 - ,,- %,- , �-%., f f : -. ,,, -.,,, I _-, L '... 11 - :. - - i � - I., zr 1. -_ 11, - .# ::�Ll. 4� T . r �4 �-,_ , ::!�. - �'. .,11 L� . .. I - " ,, .: - ' L 'r - 1� -0,1 - I . .. . 11 I x � Ti--�__:._1.1� � I - - I m 4 � - - I . � '''' �, - I ; . I � I .. : . . , . i 7 . . . " I . . 9 . � I . � I : I ,� , : � � I � . .. " , . � . I . . I w � . . � r � . -1 . � . . . . . - _ r '. ; - I f I - . . : I I ; I I � ! i ; � I F � . 1 % I I '. ;� -, � . . I , � e a � I . � . i I L � �'._..;._ - ; . i , � '. I p6 ; . !') ; F .- i T . � Z . td� . I . . - I � "' , . , � � L - . I ; ; . .. _� . - - , - . - .. _. ..... : � . . . ; � � : L � �_. - . . _. 1 � I a I .. _... _..... - � I .. ..... - I . z rsD50 . : a I . �l -.,.- .. R I . i j - I f : p - a , L 1� . . . � . . - ...... I - I ''I'll I I �: I : ; , I . ; . i ...... .. - . .- .. �_... . .�� 11 i . , j ! r j lSI)_-,Q,3 ! � I . . - . .. . . I . r - - . -� - i � . -- � - j . . . ' I . d4 -IN - � r - E kR$ � I - - I ; i �,t . ; - . , I I i . .. . . 7 . . . � : I . ..... - ` - P . , I ..; L ; . . I . . I - . . ... ; m ; . � � A t- - - � . . � - . ". � � , - �" __� -1 ...._.. . . _... I - 0 _ 0 I I . y , " - i - . . - 1 � . ; . � � � � . . - ... .. ; . . . I ... ..�.�. . ..... . Ed . in . - , - . . � 6 - � � : � - . _" . - � . F � ; . i �;g L .. . �' � : 7 . � I ,_ : � I � . I � j � � , : j � r L - . I , � F, I ''I , - � . . L 15'. HDPE . . . . � : I . ; . �j . . � . . : . . I i 1� : & 1 5! . z . :U) . i . . . % f � I . . ; . m . . I . � . . � ! :,I I � ; , ,2 � . . i . � � . � � T ; IF i . � _'. � d � � � � ' j !.... - � . .- � .. .. � : � � " ,; lo o � . - : . . L - - - - . - , � � � i � -6 , � �- � � .... i... . . '� . I � F ....! - . . - . . z . - .1 ... I . : . - ". . � I I � r - , ... .... . : - . . 1 � ... . I...... t .., r � ` . � : - , - ; i , .1. � . ..I . ) ... I i �, : ; . ; : . - � - � - � . � r � . I I � . ....... . i � . - -_ k. , , - I m - I . . . I I m . I . : I I - . � � v � - I I - - c : . . . .- ..-. .. ..... .. � i 3 � . I .$D502t . 4 . jt I -i � , . , . '6 . � . I il - .k . .... . __ . - � . .... I ... ... . I . . � . : . � ; a .- i ; . ; - . . .: . __ - I .! t I _...�_ . . . : m � t : . . - .l.. .. ! i % ; - � - I i ; F , . � - I .. : .. - i : 24" RCP . i , I . I - - I r I . a : I : . ; 14 � I ; - : , . I I _- . . �! � " ; L . I A � ; 1 0 clj . ; � z .* : 1. : .. . . . � ; . . I : � I i I . I . L 71 I . . ; �l � � . 4 �� . 2 � . ; 11 . . I . I I � . � . � . i I . . ......... - I;`. -- - . . I . w_l i ; : . I I , - .- _.. - , -11 , I . . � . E . ; � 21. 1 r . I . . � I � ; __ . . ; ; ,I . � - ��- - ! - , _ . " ,_ I I ,-..,..., ,....l. � --- � I I ; ;; F. : I 1 - .1 11 . ; �_ . . . I - - ; I - . . - 7... I �� I � � . -E - _.... �,. r._ .. .. __ . '! . 1�1 6 . . ', - (o � ......: i . I . . . I I . . � z I - , � �..J I.....- ... . � : . I- - � . . . ; �_ .. - n ; . I ; - . I , - . � I - � � , � , __ � r _ - A... � . - �., - c� .,-.: V)oa -......-, . . I � � I - � ... ... � ... ; I-. � I ... . ; I . _- , ... � 1. 1. _......j . z r . . �_ 0 - . - . . � + - 1. . 7 � , ; , , .� � I I � ...... - , � -.1 ...... �.. , . � � I r i PVl 9TA: ;26+60.00 - , , - , I . .� ! + .: .. - . r� 14 : ...- . , � � - I : I � �. . , � - . ; �M L. . I t ,l :: . � _. � � " . '. I.... ,: , - - � - ` - - � . - i i . , . � � - , : . . . . � , - - I -_� ,. I .., � . , " . - i __l I - 11_11 � �- 4 � 1� � , , m ; 5 , .. ... .. : � ...� ... I . . . : i -, I . . � . : � 2 , 1 I I . . I 1-1 , , � . , i L �! i . . . . . . ; I . I r . . I L �k : I i i I . . . .1 . � : . . . I . . .. .. i ) . . t � I . . , : ? . ; I - 0 I . I I I I . I i � I . 1 . t I .. , r � . i ; m � . i � '� . �__.._.il.l '. ': . U;. ,;__ 10 -�6 . . i r-� to . . . . ; .1� i - : i � . -134+00ZO �� -VI STA . - . F i I _.. .. - ;_ , ro , . . ! - : _ i L � . ; . q . . . I I A � ., . _ __ � _ _ --:... ' Fl. -,--,: ..., I ; . I I 'o I , j __ i, " - - � I - : � .... ,-- --k .-,,- ... '' , r . F , - . : : ; : : . - co . I : . , : . - . I - - � . --- ._ ml� - � - i_ - . . I .. � . . - .' - - ` _ � - � . 11 -% 7 , -- , j. __ I , - ,;,- ---- 'lr . .1 . - __.. F I , - � . ...... I - A- . � , p . - . L . . '. -.1 . - - z m _1 - _'...- -i . .___ .4- - - . _.. . - , -,-.. ___.. .1 - _ - . .- . , --,-- . ; : I . ! : I i � _., ___ .. _... , � � - i6 ,-,.. . - _... - !.. -1 I ... I .... ... - . ? � � � . ; 1. ") , - 1 VT � .. - ; i ; � ELEV� 36.61); � : 6 ; � : L I � . . . . i . � . F i - � I - ,,, - - - � . . . . . . . . . : 0 , -.1 - LN L . i� 1_ __.... �l . �Vfi!Fl EV-. 39.00- � : � . I . L L14 100.0000 � - � I.- . �- - - . � �c : . . - . V) , . : , i I . I - . . D 04 : ,; 0 1 ' � - . 1, � . . . : � : ; - . I . � .� . . - - - . L . . I i I i . . I � : � � , � . . � -, , , � k a . I , . I I . - 1, . - � I --l'-_ �,n " I �. � � � __, i ': -;,-, ,_.,, I . I ; - � . : � : � % E . % ; . . .1 . .11 . ; : : 1 - ___:-",, - ` -, ��:, -, �:, ,,-_-,, -'s. , - !.-, I I- . I r : . . . : i. " � -, .,��i� I ;:�e . . _. fl) . . . . I . � . . ..... . ".", L. , .2 . .. . . " . � � PIA STA_ 32+65,00: . - �,. - ---E _` - ' 1, � ft 9 " ", c; od,: ,,-,.. Z+ , , I r . , _ 8 , , - : PVI . . - : . L- 100-M 0 I.; .1-11, � .....r., ... ... I—, -,;� -- '. - , ' N :. . .... k. . . . - " 0 , - � 01 : , , , , : . . . , '. � . . I - 11: . ". . , - ": �%::" ' ' " ' ; 1� �;, . a! 11-1-1 " r., , , , I l_,.w. '__ . . � 3C . ,,�.=� . . . : lm��' � : ,�-, l :. _ 0 , - , - I" ;�. I !_-, - I ,80,537806, .L, �;-, ,�` : .,.I(,, - 111. . 11- ' . !� , '%% - :" I I .... .. J �:7111 - , ,;- - � -1 - '06 i � 1; , .:." .. � ..., I .. . . . ..,...T. . . - , I __ ;%, - f :., ".% ". 'Im. .11 , � I . . , .; : , � �._ , - �. : � , , ; � :: - _.� . 1 '. I � : I , . l_,_,_ . '. : . � I . . . � I � . . .,,:F - 1 . c ' . � ; T ; . . . � � m ! � . � m i � 11 : I : � 7 . . . i , . , . . �7 ' I : ; � LEV-35"! 'm � T L 4 � . L: i0O.b(m I . L6 f ; : ; . ; K:. 4 .- 3 - , g 34 0 2 . I k ; T to + , : : : . . . ; � . ; 1, : Lu t4 r . i I i L - � � I r . : , . . . 11 " t ; . ; ; . E:��-O:155207 � . , a i . . ff j I . . : M : I : . '. . L� a I r . . . : . I : . . �� r ; . . - . , , � r - L c . : I L I . � z I I � I . I - . . . ' " ' . . : : . - ".L. � - % � � � . . � - . I . s � . : 1� p � - 2 f - ;�..... '� I 1- ,a . : � E:;-0.275676 . I ... . . ..... � 10- L r . � . I . - : ': , I.;_ -.!. !z_,n+,........11".. . � . ... I...... ..... ... . I.. . I � .. L' u ., ... > : I I .1 . � CR�ST_ �'.26+68.32. '38.91-1 .. ... .. - ; . . . � . . I . : � . I I ! .... .1. . � ..... . . I I I . . . I � . .. . .. .... - . . - I. - I .l. I.. .. - i . : . . ; .� . _... ;. � - , 3 I : . . - ........ .1 ... ." . ; I � . . -, � - , -__ � . . : I � .. I L' " . . . � � . ...... _. .. ... . ... . .... .. - . .. . . I - : I m . " . : 1 IF, : ; . i � _ _. . . .....,...* . m . !� � . 7; ...1-1 I . . ; . . . . . . - . ,K: 86.78361,9 . T . I il � n .FA � + I CREST, 344�114.1121 36,34 I i . v) F . . : � ., . . . � : ; Ljj r') I I-. � L : : i r I ; ; ... ..:. . . : ! . . . - EL i .. � - I � ,'I . � . I 2 . � , ; � . � � I . . . , . , � . I . I I . . J I � � . . i : . . ? .1 � - �_ I .. : � i � . i.... - ; ,� I I : L � 'T I . ; � .J I . - . - I . -.- ...... - . � � IL . � . I . m � : � d . - .�_ . - . ___ : . I . f ; A , - - . � __._ , , - _ � . f I) . I E . . � � r .r ... I - , . �.___ __1 " . .1 F . 4 � . I _ _1, _�- . � 1 . i � ; 4 ; .1 . . I 1 1 . � � i .. . . - f.--- _., � .... . � - �, - . - � . - . .-....,; - � � � � � i I � I � , I . . , . I- .. ..�, � � . . . . .... cl ! ! I _ ..-..- . - , E: 0.144036 . - . UG�_ 32+70,68.'35,�z - `� __ . . I . I , ,:cl - - 8 � _. r -) r�) - -:. I . . : : - - � � � . j.- ___ . - - - - . - - - r T � I -, I a.- . , I .- , ! . . ___;l..__._ _ . . . - � � - - " . - . : � u .,c � �__ __ Z�; � . I ." . � . , - .- . �..... - I I 3 ; . . i , - , I � ; . - 7 . - . � r . : ; . I _� , .. O_, e. . , i - . - ,...---, . � . . I-— ___ �. . L'P , . I � . i j � . s 1, q . � � - 1, __ � Oi . . 2 . � . i � . : - . - - � I . I , , - � L : � . . � � � 0- � . j : .ff . I . - � I 1 4 . ' � � cDt i . I , . � I , I- . .. . . ;l ; I - . . . � . I , . : Oi . � i : .� j . J . 7 L, � I � 0� � i ; ; : : I ! �L . . . , � : I __ . Cy�'_.; . � _� I 1, . �� .- ;� , - a - - I - � . C);,- . _.., - � : & , !" . � ; � I � .. . � � . I : . : � I . i O' � - I .-.-.. ... 11: - . � -5- ,; � I .,...-.,. .... 1'<� A ��. . Elf .. -M..-..V) � ,<- - : . ,: L I . � OF N . . � � -.,.. - r- - O' ' � ---: : ;. - ' r .- .; _ . ! k . I � . � . o, I I � . . . r.. - I I . ... ;_.. � -, I .7, w I ....-.. �F � � I ; " i � - I., __ -11 I-- � - i 2 r _%�. , - � .1 - . I ... ... � - .(D I . ; - .. - .. � .. .- �` . - � I ,I - - � . �10i . .. ... . 1. F � r - . � - I . ". i . - � I -11 . . - - . . _,� a . � .. L '' - ....f .. _� I , . . �- : - . .... i I . . O� -1 -.-,..r. I . � . i _.l.... .1 " - .,� . - : -. " � . .. . .... .,D'.. -, . I I 11 . I , . � : . : , - -, ��_ . I I I -, . . I . - . .r- � 1 . i 1% . I ; j . . I I . : : 7 � � I . : A : I . , . , ; ; j - I I I , : i� r �� w i 0 I . . : . I . ! � +,�.. I I I � � : T �q i . � Lu ! I I i . I 3 " T . � I i i . . I I , - +L i I c . . I . I � T I � i z � . I . , + - . I I " I - . � � . I � � ! , I + I , . , I . � . . I � I . . . . +, , . � � .- I I I � , f - ! I - . . le I . ; +' ' I ; I . I 1� � ;.. I I � +�; . . . � �.: r r s I- - -1 - , - �-- - - -- � +' - . . . I - b ; . ... , . . . ; , + m � r . I I - I �, - . i .11 - . . - . - . . . . - " � . ....... - 0 I > fl. : I T y . � ; . . .... � ..l. I , -- , "r . � , . I - � t . _ r ., . I . - ,r- I _� , - . I.. - - .... � � . I � T - ': . � - 7 :..d . . - - � -i - : . ,�_ . �' .- . __ . - , ... .. . � . . . i : . I L . �� i t�_ � . - . . - , . I j - -. , 1 - W� . � . . , I _.. _. . . - - 1 - . I.- . . i :: " , �. _. ....'.. I � - M , . i ; L ._l.. .. - I - k � � - . . I ....... .- 1. I - - . ., � , ., . j . CD '_ . , . 1._,_.�... - : I . _�� . - . I r r . . �-- : - . , I I : I . �. N'� I : > CL , : .1 ., ; . - I � . . � n a 1. i --c 5 .qti� i � . r � : � T, . : % r I i .. T Lo El I � I : r ; . i I . � � 4 7 . z 1 : I L5 : . - (D .. N� . . i � I I i L : � . p r . � I .. � , �E "L I : . . I � � ___ I ; . L � .. . � (N,. , � , � � I - �Nl . , . . : . . % I I , : . I I I ; � I � 11 I I . - . L2 ; , _� : . _)� � � � � : � . I j . I N . , ns ; , � ; . i � � , j I . I r-r) I r . I . i i n'. . . . - : I m . � n k . T : � 1 SCALE: 1 `50' CI-4 -It 4- 0 ,1- t 41 (D Q) Jc m 2� 9 �5 Ld V) . of Ld w �: Of _z 0 (r) =i==! LIL� 00 - 8 - wir V) EL(L Ld Km ll� �� z ('i z 1� Nof w X 0- i!i M (5 ILI bi m m 0 z D m z z 99 '�_ D 0 Ld crrr LLJ Z ;� _j t WLJ rf) I E-L v)(n 0 X = n --I 0- th mtr LnLr) w Ld -j La Ld 00 ul 00 � tqcq i 'r�,_*�D 0� W < of of 04 0 L0 ir) , __1 u-3 0 cD r- , clj I 0 0 0 0 0 E .0 " �, - -, �,, v) ,4, �D .- > ;; o " :2 coq 0 �, '- N -, '1� w r) Lf) - r.) rD " 11111111fril;j"'fle N t4o!`-""'%' ,�, 0 " 0- 0\_ 7r � I a � _j cD = = 6 �; �� = = � 0) P#, ". ........ i P� /I Itlit'llittA � z 0 a .2 < z in :!� 2: V o Z v -i E_ 1-4-4 0 0 Q� z 0 "-4 �9 ;5 0 �� E-4 r::) Z = z PL4 Z 0 I-- .,:� 0 w :�l R4 0 � 0� �� g � I 0 - �__ LL_ U) 131� Z r_-I ,.A =) N 1-" 0 0 rmq U)i 0 0 <4 ri Ne ;j (,) W M � P-1 Q., (1) 1?� Z 2 = 1. ::) A x ei E4 �0-, m zri� I 0.4 * _e!� 0 04 re) (D a4 I 14- Lr) r__ W% , cf) , 0 u ) 0) 1_.� Q:� a) LLI tc) 00 -e!� LLJ `4, C'4 �-� = a c: = u - 0 " c) 0 a C) z j__ L ,5 9) _j_j L_ 0 U) z .e!!� o ci 41 -2 z a U) 9� �__ , J__ _j r, z =) 04 9!!� IX0 0 cf) m z = C5 C) 0 a- 41 (_) (D 0 E__4 L_ _�j U) U) �:) ID .s 0- r- 0 - - �ri 00 pr) 1 C) OD * m: 9 0 z b Ir >1 - tr) I ED 0 m N >1 z = �- m -u cl) Q) � 0 c -,< Q -6 Z 0 Q) 0. � t I - , . I ,-; - - , - T T I . .4 -,%:. , '. , Y i-I T _r?� -7, �-,, T i .-I K, - �r,, _,l :. - " ` � . .. __ - ___7 �,-- - L, "'.. ',-:t '. I 1 17, , , I �' , . , , ""' .. il.. - -� 7 -- -.,.., -T . f., .. ,� � , -'.I- , ,l !-.. - ' - -7-- - � IF, j , �T.l �j -j - 'I -. If I � ; . �-T . !�� - -- -- .1 7 � -� 'j.� , . "I - "'l, I �T ._ 4) - I " , ; ) ".I., ,..I . � . 4 . , . �.... � �...., . It. - "! �,:; ..".1 '� , 1 , , , ... r , ., " .. I..".,., ... . 7 `�,,,-�,,--,", I. I. -� , 1..%:�i I � �. , , , , , , - ll.� , I . , . . rl"', ) #, !!..�:; : i ! ".. .. , '. , . � , 11 , " % , ,,,�' � , , . I 1, i .. ... '. "" ''.. . - I � - ,'.,-,�j , t, " , .. �,:7 - 1 � I .. I � - % , , , , ;; , - 1�1 , .!. ',�' � . , .� i I. - -, , - . .. . 1� ., % '. *l. , : �::. 'I',, , I I ��. �! "I 11 - - ;l , .. . ., . . ! j I , 1, " � : , . , , � . . , ,,-?. - , " . , . I , , 1.1 : , - - -:;,: :,-";...� ', I, t I , ,I I 1"I, I �. .." I', �l . . : i,: � � I I I �,:,: r 1% ., "I . I � � ... .. ! i. . " - ': . � ... , ., . . �,7 ".... � .�. i ...:. , ."..! " �, '! ", , - - , � .1 � :.; . ; ,� "".: ,� . � , , . . . � � .. I I . � , t� :., � I , , . . 1, � � -1 ." . 1, -1 , IL' . . It. �: � I , I , : . . . � � . _.,I s, � , . � i . I,.,- ll�?)., � - , .. ";j I I rr .. __ s_ ..- . �.,'il:�_ .. _' .. _ .,. . .__ ! -r .. . �'t !7`:f� .,, Lr I a:i lu f1_JL 1 sLi.!._il 17 il'1,-±±r'• _ Lul . c -r.' C' . Q\Q / •� _ry �''�. 254' - 42" HDPE `r ''-. �pQ �.�.� �------------ DITCH �J c /// o ',, -- --- --- f�--------------------- —-------- -- DITCH / / / - DRANAGE EASEMENT- - - - - - - /'' + . - - - - - - 25 � . -� / /'- ♦ / - _ _ - - _ 25' DRAINAGE EASEMENT 1 - I _ " \ / / 1" ) " ,, - - - - - I / � I " /,� I w I Q , _ i I `ZD ``\ \ I' Wiry // y -_ 5,. I + tik 11 �(�� - e_ f l d' Q 6 0, ; ' '� j1 �% -1 - / // 1, 1.\ I �A I + \ . -b N', . '. z ' - - I e 11 l I / / / 11 � eil 11 , " -1 '_ I " I � 'J o`S` // / Oj / /. `'a \ j / I r \' ace /,/ \ \ }\ /`+ f /, o'\Q\ \.,\ 0. ll / t y I ( " i �Y \ \ L I tom. / \ `\ �, \ ,� /, ' /' ,%-, yo \ \ l' t y; /' 1 1 \ it`\ o /I . � /- // a \ F \ / E , E i < f r i tr O 1 - _ IIFV , �l mot` __� � f \I lb . / F P� `\ \ ' �l A/ . . / \ `y`__ 1 s '_ /' ' I� � " lzt� r ` ! / \ �.1 \VVP �n . 55 j lol 1G. /�1f 'ir9F Q/ ♦ \ \ _,-,-, L1`\ \ O� +I' / \ \�` r�� \ °GI c? • \ fiv s C!O I I iv 'O 11 lanrv! ,r9£ '' Z` `fie _ ►, , ` �` 1 t. y (� I , _ _ $,� r�� d0 - d \ ` g" �, . 61 �` mod, I PS I \ 0) R _� , fl0 ONOd /\. _- \ �'Y i"` �ssUR� ': �_ - +___ ��/ ' //'' \ , \ \ 7 e `i _ - -11.11" I \ �}��J ��j - 20' 3 1 \ ' �� /'J \ �d /'` ono / ' ..P, `�__ , ' Y j _AAf 1 / / \ \ /''e ______ .r `\ '/' / 'L /' \\ /5, \ o /' ?, nyGsy i -_I .. �J_ \ - w G / 1 21. �i \ ��' n �C` ,a - QQ � T o may'_111.11-11 / \ �` \� - 'IJ,11 ,�q T, \- = = \ �G / A� / / ,J �aQ11 ti p a h`l rl F,, O �" O zioo� X �. ` /' r r �`Oo O �" o 1�'l II Y I /� ti s / S 8 , 'y `\ O S / '4 Y y d Q \- - - 4i O r O \ �:' i - \ - \ 3® \ 8 G \ ' �\ J. h �� t. 3x \ \ \ .`_ y \LF tl k Q� , , F O Q F �i h 1 Q - { I 11 \a - I \ et / Cl . � \ +< tq o - p , ., � _.. ,, y � O �, - - 'CF' - Q - `Cif\ 11.*! �y' F\ \ 9 \ _ _. \ / , + y� ,,ccam� _ f \ \ < E\ y 6\Q o 6 \ 6 yp a 4 8 O / e \ \ %, s \ G o / \ �� OFF : d0'yV/ `\ .' / 'XI If' R- � 'e:} - \ \ 00 , NFL, �� - /` = I L `� O � / �• �� `i' / Ok-,I `•\ "..ram '�\ T . # \ \ `} / (')� [f� \ \his \ ��yi, \ /' /.s• ��! eO \ \ \ / ^` I O i Se 4 � I - /+ , '.1 r ,:, �� = _-'. — 's �: _ ,f '" '" i O O - '\ '� i O 1 x - Z 1 I - d. \veg � �jr' , ` ( 6 \ 4\ n c ` , �2 C - I I ; " `\ Q4 6' s i I + 9 \ _ yc a I "_ i�'� J e- \�kb \\ /`' \� tad ♦\C. x1� `\ 4 t'� �2 6 6 I I / /r O% �O I �\ t\ 'tt i R� - \ k qs y: i s / '11 i I / �{, 1 .s� �� --. y, ky 0 0 \ h � �Q� / - \ \ /' t 1 ' s I , r LQ - o _J, I s -" GJPIN � ..,�'1 yk k rl G \ i ----�- -_�-�_ Lp S£ Q /jAfl QY ' . i , ' : ` \ ✓ `pQ'\\\�C. / D /'' \ 4 ---11 I e ;. I L 9 N! I , r Ft J (}� e L:; , \ O .1 `� D d1 \ s /' ` 4 a - 1 ... t 81 ?. i :d01�! r , �!v V f y . 11 ..+ _ '" _ ��_ /,' , G°� /'� F� ``\ +4 F , o' 0. :: r .,,'4h- _ () - ��L I T r 3 rI , +li 1 } , - x - r` -F� a\ \ -$` /' G4' ' ,-i ,\ \ti- ``\.yr /' Ui 1 � i �a I 1 j V o �7N! big 6 i s /: /' k.OJ 00 Iz-'`\ v j t $d�0 r 'fro M j , `\ x0o eta 4! ebb✓ �� J' `1>% I o I I ti.f` I ! ` `p' DRAINAGE EASc ENT - _ t _ ` ^ yL " `r`. ` -- ---- ---- 'rnt xs - /Q� 6�, /r N_�'Fy G74' ,3 `'\ Ol /To%B v ' -_3 I ' - _ 1 r - _ _ 3- - : � 5 � �r . ' _/ t M-t JF, 4% s &° ._,:.,., \ - _ /'' O.o� X �s j c 3d lZO 1 216' - 1$" HDPE SD20T _ ®t , r.� }.. C� JF\'_,. O.• �� r C 1 ' QF} .r$1 S , O "/, ``� / Sb a �GQ C� `°\ \ , /' -1t'.9 `r l� , In , (� - I 1 .: - ,I _ - - - - - - - - - - -. _ - - F a - - \ `• J / / '\ / E% , + - `, ,l 6' 1 - I z �^ .: -- \ I i �$ + O s 3 w to IL,I. lJ I Y I � -bRN bra y r 11, \ l ----- ---' 1 I i a i G� \�Q' S^ S� j1 ,C J r/' ;� ' / \� Ok'y`7 ``\ `\ ` 1 p �: 11. - I 1 \/ i r:11' \�\h( 'o II a �� 5d��yi�\��C �` - j - _ ¢6XSS1.kh C C -0 , Cr _ il t �3. QO�x 4'�0y�� 4... �O 1 - ` i,` \r 0 '/ GJP� �rlr^SA`_ `\ n ,3XP� I ie, - k. _ ��`�pl ' L. �P'\Q,\�• 'S , 1-I 0 I /' ,, �(C! r O ' \ - ,EC7 O ".\ \�%- `, // JT �t�(�� ' ➢ 'r&o - I n a1. err 4 I `) I 19 % I \c\% 1` - _� _�-- , %I / /' �`\ ICJ \` `\ a GJ ��S��V I m V I , 61 T. , IF — \ Win. \ _ \ r \',-:,,i%, L_- s \ / //�� --- -- i V ..x/ , % P� I x / n \ \ 1 \ j , �n G 1 Q' '\ 4/ ,P ud , �� = 4 a , ♦ r Q•� -q I 1 ,.y x J '` I 11 ` ,\ '� \ /�,1� _ r \ 9 \ l Qy / zQ d� , fi \ /.A)' / -1 \ \ 0 1r _ O 11 r ---- - / !O y �}, , nY'-. , \ \, ry- `, \ � Yg 4 '3F. . n.JT A / ``a.\ / v / \,` `1 O /` 'vt �e_________________ ----�_ i----_,/" \ i11�1 2 Q� \ / \ 0x '1 h y ' , GAP IQ �``• /g �\ V �\�\ I ! - / 0, OJT` \y . �y'1 Lbb , = V �'� - -t�`l _ - C� , o , i ` \ �bs P r _, I 1 . _. \ N, %+ - 1. tiJ / \ \ \O ,�� -_ -- � - Ps R�('�ylY�� \ I /' s. +s � \ \mil 'yLly�4o O� C, / j I 1 \` /' \ p� `\ __ - �O 1- �yA \ /' k �\ O_ \� /' c7 �`�y� }\ ` y� �� + [� O%t T,S 9 �C I li / PO 2+�° �{5 9itt;tOD /''' \ (� '?` -slF `\ G V /' ��r % A \, �\` `� � � -'� 'fo- � � I 1 \,�. _'X--,.�I"�--, \ i \��h i roo /'' ", Op `�' �, 'ram_ h �3 \�/' a-��o \ -�-J \. `\ ,x,. APO ,/ \ \ -� �o ,y -\ \ ' - . \ _- �_T ` __ "m ' .1.1. � <b _... - I---- a \ I I cl \,;, 1, _1� t. - i'1 11, .�, _1_. I - I 5 c Iz�X�`' } 1 \u} ``\ CO {` \ '� / o�y �,JL�o<`� ``\I i "". . x p __ \160" 1 _�6,' ,e . I . - . __ %. - �:O Cy 1 z. s __�--�` + ' 1� Z' �iQ� Q0x y1 K h�D6 y }p \ O \,fix \ a �F' �%'p� � , - i �� _,,� \_ , " Z', -- Olp 15, GJ Q �� . K i ' : 3 '' 0 y ` + �, ` ) �'uku- \c • 1 y `, \ `s `\ ' `\ �,17iS; �, \ `ri? - tF / �Q , a Ef 11, �/��OJ Q+ 4 n + drO GRC�l� Z QP \ 'O� \} _ �� / f CA3 J9��f' O? P OoF ;} J O xil 1 � ' r ,�, ) , r . , r (). " -ll-\ ZY L- ; I '\ / / kra �v \ I N 2 (�� \ 1O �Oo rye \ \' \ '4 V _ a i < x ° ✓ rY�c �;pyJ�i . i ,1 / �c� \ \ 1. �17 / O(/,? js O'i` \ a ,` r :, �l I .1- J Y - f f / �.--- , \ C - - J .. � , - . . . � , -_.", ,-i,--7,i . - — '/,i,--J"_`l ---------- / I , x- - \ o A ,� / L J y 11 /' ?S /' / = f �� j I ` _� �`\ /'� \ \max ' \ ` `' / /�(�� 1 _ _ ;v ." � � I , 1 ,'' ,' � I r ,,, -, - ,..... :I _.:�:- .. � 1...-,I-_:.-. . - .:, .-I - I I- ,"�, I.L 1z1. f..� ,i--I ,;_ j,-- , !_. . �. ; . "'(.P- � -�- I..- , ,.� ,I,, . . -� .1 ,,�. .:z�'1�,. _ ,,,_- � :�.5 - -t. ,.,.!l �, �-l� L,VI, I- /., '.,.. I ;:,.., _-. L ,IF..,- sl r11 I, ".1I "I 1,44 ,I 11 f (Z; I� �," -, i �IIj Fj A�i ��j , '11 ,.- '!44 l�, 7 i,1. �L: l ;5 '. �,., �`� ,z, . ,.. , ,4� .. �:,�,, . i," ," ,'�,, ,.,_,i_ I 7, Il.�,,- ,_,\ \_l_X— ,z,m,'-l-, 2 I I .;;,it '- / ' 0 25 50 100 200 \ / O 5 1 I , 4N " � , , �% Y r If d 1-_�_ 1''+�k /' - , ,--L,r,-::-,,, ., X_ 1 I - _� -- -� I r Q O �` _ #, / SCALE: 1 "=5D' #��s� \ \ \, ��G�� / 0��/ / /. /. , - , rTv 1 ,, z fl, .; . r ,, / `'l �k1b�0 `_ � ` ~ I ' ~jx6 h ` 3g c9�7 cp4 0 ? � -131-1 /11 . \ - �� / _ / / �, r 3 / / co OS ,-.-,,. - - ; - _ - O�kA\y , / e°�Or /' • // �$� /' f. w a) 2 z Ld o N 11 15 Ir `„♦\`o"'viFk,11111Rif....ry/rN/y'J,/J P �� - ZZ 9 6, 11 v4 P IN 114 6 �A Ul o FL/��' Z A La u o Fi I--1 �o o F4 f� z T E_ ^^Z 0r - m i� � m z w � Q' � 9 Q `` a z W X. O � U)t � w j cl U Q, /� W O nn j.� m z a W � `o F mw 0 Irn • cV I'o It to 1• � /�\•1 V L Vf } I � rW [Y - -4 I , I LO L !11LO .<W w 1:14 �—A z v { � C O u a cs z O W a cf) Z -Q!!� D1.1 O z Q �% I, .e!!- :::) N (f} X O Zz o � o0 �U41) r^ 1 CIO V) v C 0 z DO U 00 o 0 ziO �l > ji N Z t> ;�_ Iv }- E - U U O +' O N O r ��- SS . _ x f. _. I i I . _ I _ l ,,: E _. _i" ,!_� 51�, .s. '_i t.'� 9 Jt. f'< 1. S'•r �l I, _..E _e8, t_3l_.:i1.!��k�L'i� t .,d�_:,�.! J- 0 SCALE: 1 "=50' -. ;, :: q _ '; - ` i ;: : y, 5 .- - - - _ ': e I1 Z -..�I�.��I '. _ ; - _ ... Y — _ t i i i - r , t :. { _ - I _ . -� S..... - . --- . .1 : ., .. .. : x „ T RF EL RIVE CITE E I D - - ' _ . ��.Iii3; .-- �- -- 1I-Iz5;,;Ir mi.� [ _ - z -.-� �.:�i;.. _ a�.,,L. ; � ...... __. < - � I t e t. , 5 - '. r SCRLE: ;1 _ - ,ri.:..�1 i _ 3. _1_. .. ................ ........... .... - - {1 r� - rV' I H RIZ NTAL ;g f Q ? l .. Q. - 1 I i - _.. - -.. 4 ...... -� : r. _,.., .�.. ...� ., . -.__.. ... _ _ �� ,. -..... - - - : e - r . - .. -: VERT1Ck T <- - i , z 3 - ... ..: - - ._ .... .._.... .. _ - a - L- .....-.....-—. .--..-��; -- I-:i9L::. - - - < t , - .-. .-- -- -__--�.:.;�.I�� t .,� I77 - 1 - -- f- rt : x - _. ._ ": :- - _s '. I - , Irr - 4 ; , 3 35 , . ,_ _;.;_y, . :_ r _,. ._ a .. , _ __ - _ ti- F r.,- L ., . , - : e : : _ I .I f r,, ,.. s d > t , .: i -, f - '; .: ., , • r cw .. !�q : : _ i . r e -. _ I I - 1 ., n I : : - i [Y I _ 1.R 1. I � ;- . . K I : __ M rw I _ _ _9. tcy� Q! atf .,_ I lr I ,�--^ _ re F c — , — — _ — — - —.�.v , I i --- c3 - s ,,___, -1 I I - I �� 1 , i , — __ _ _ >ll� , I :- = _, _ {{ : z _ —, _-, ' 11 - 36 �11N. _ , , E 0 30 „_-, -_ s K r, u._ - ,AVR- . I ,..,_, r .,,, w v.. i : _ : - ..� M , . _ $ z; CA7CM BASIN 4 } I } a , I CATCH B IN $ c a AS } E - . 1 - .;__ .,-- . __ - - . __' ._. dt16 : RCP - - -' 50422 _ _ _i. - - - - - - -- - '' - do 18 RCP - - - - H .K - -- - - -- — - - - ! - r7 rs ° t i :... ; , k r I - , > � .. ,I __ r . _ x . J" S OR PrYC E5 R ES sFyv rSD42(] i i_.... . 2.5' SDR 21 P VC P12ESSU ..E .SEN!'R R : , ,: _ i _ , - . I I % ,. a x O S I. -_ eF. i r� : - , O m - - 1. _ ., - .. - = .. 2 - - O_ _It : •. ; -_ , - , >. : ,' - z O - - _. O - .: ,. , i _ . ,:_. _ -. < : _ . ._." x I , : - - : 3 6" f2CPi n ro b o - : :. . _ .. ._-. -_ ._..s ,: .. -._..: _-____._:...:_M�..__,..y�._.:=,�r-:E._. o0 _ _ sn '..:....__.__�_--,:t__._ _ �_, .,.-._-__ :... ors- _ _: __..e-_,_r. _-�.__..__:r.7._. _<r-;�. _.. _ a _r.-..,a_.-.,,. .c --r, u.. N .. U _ _.. z - .�.:,._ .. -_. _... _. ..-. -_.. .mom _ _ f i - or 7 - __ 1 _ T x< _ _ __ $ _ - - „k� _ s E ;1 - i : ` _. : c Y} - '. - I $ 'T 1 N] - - S O _ J r .2 _ r v .. : t- , � I O a, , x ; Oi i� . .{' e C].. b I _ O flla :i - _ < : -. _ l '. I L : _ _ .--_._.:-- ._:.. ... .._._.._,.-_' k ... ...... . ... ...._ . IS - _ _ : I ... .. 5 - _ O ... 50 - - - - ST O( PVI A B+ 1. :. r7 ti - + .. - . .: - - § . - _ -+ r� _.. PV1S TA. 4F15 DO + I ; n PVI E3 32.6tf 0 ¢ + rn $& f PVI +FLEW: 30.50= Lc: 1 Oti_fl00O o 0 T - m # PVl _ . _, .... _ _... x_. z. -. ¢ P1f{ 0.EV. 30:70 : 1 ao.0000 3 : +n K. 67.73871 ' 4532 E:' 0 8 cn a ti K: 67. 9 3396 1 K 74.162996 ¢ - - . ..._ A_. _.... :_.... s _ _..:__ _._, . ._.._ _:._...--... n ':..._ ,- _. ' - �C. 46.489Sfi7 . ._. -.. _ .. _ - a j.... v _ - EST.,7f8"4, 3 2:43 vs F: O:Y86030 + . 1 CRE 12+32.9 31.83 _ . __, _ ,n. 0 6 993. 2 8 _ t ; : : : 0- � SAG 9#92.08, 30.68 _ : /'� . - I : .% : - -: - ,.. '. . ' , ._. _. _ v. __ _- .. 3 r64 -W-9-1 -514C 4-k 8 - ', Y ! ,. ', .. ., , -a_,; A ,:,.._;_. .;., ,, �,�,..._, , 1.1%, -.,; - � a, -. , _„ ,-�,._ l . I : - v ' a - - re • , , ; 1 , e , z t _ , y i i I - Y _ - 2 Q. - - - V -. : - _ _ , - ........ ... ... ...... .. -. -_.. ._, -. : 'i i -. % - :: , X. ._. _. _. _ I _, .. -_ - .. _ _ .. _ t .. -F- .. .. -. - _ _ -.. -_ a- - - - I.. __ - .- _.. r _- - o . __ .. . . ._ , . : _ ._ . o J o. ,: o.. ; : ©, ; I' , - , - o , o : ., 1 I ; o. - - .. _. o ._. o f I o r , + t , o o_ o:: . o , : o _ : o . . , - l -- 15 r: S rs a 4 N 0 LO i--J Q) r� V ! to W Z -i EY W ti1/12 W= W Zd U 3 (�� Q `�ti V) Ld a 8 �! L'i Id m O 7 0 In �- aZ 0 U_ O a CV O J:m O �La Q �! o� O ro tr E N 00 O c,n .5 I14 Ino 'r to d D ,1111011111f1rittaff/I ,,,,, _ \ o 0- �,� � - - _kllk ail/rrll11f1EJ11111`iVlOri •o" `\ Q••1' qA E1 1�••1 U) o V1 � Z N z 1� a o 4 1.4 � 6 v " Qz = ul Zr! P x a� z u ft: � I V)a Z W� o U) O Ns k v x En � a x�L. z A Aw � � o w z I a 0 N M I It Ln 1` h r�_ V 1 � W� _ W LO 0) -Q!!�W01) N �z T 1 C IVIJ O L. 0 z TTTT W L O AD V +' 41 O z U) Z -i N .<ID ` ^ x U J! MM� m z O 0 O I..f nn : U 4) L. 41 U)�n V 1 0) qs LL 0 A 1 Do 0 00 -t = � o 0 Z O ir N Ip r M O I! - A Z rn CQ ) O � U U _ N O _�, N p r r F 1 I ' v I — ,,r 'r':i •C•r " s- i� -ti i hNf 6l 't l—� {I' 1 ✓i',- .v '",p 1 1 i S �. i,l� l ! I l 5. . r l! 1 f;, I !! 1 I Al ,!{ FF 4 r! ,f (-I '!'t 1 - t 11 { :5� ! ! 1 r, r ' 7 r ! i S f'. r . 1 r fi1 r l r 1 A. ! - w lE,' ! 5 �! (l I), r 4 - , yam''-. .': •y_...,_..�� -. _-.�_ _ _ -� _ _ � f. .. t! � � °3 si .1 _ � Ala '�� .'rs! { di_it L%.i t c 4 ' 35 r - !i r o x - O w { - I 0719 O 72 :.3fi"M IN r¢1fNCTION :BOX tic 18" RCI' _ ;' : _ ;..__ CA7CFi $pSIN 1 B" R[tP COVERI COVER JUNCTION # do 18 RCP BOX SD418 Il 1.51, SCR 21 PVC18 PR1tSSURE SFNImR... RCP $D4176._ 25 2 - - e r O F-. . O ;...a _f o PVI STA : a+70 00 o M PVT STA: 2 fD0 DO oa _-.. , PA E10: 0 60 _ 0.0000 o pVl) . 30 70 L tUJOz b "`o N E, 9672@88 o 5 fl 26511a + aI- CREST 0+2:# 3f.3' SAG: 1+8264:3093,.,;7 CL O C3 p -._ HORIZ i ' 50' VER C 1 ° 5 O, CD0� _ .._ 15 t x - - z r EST F D E , SCALE; HORIZONTAL, 1.._ SQ' a VERTICAL 1 5 N 3 3 _�-'.:-. -:ice-.� r - --x : - .:: r;_ :- -e ♦w -r rr �..:N e r - J a It03 41 - r13 CV - § 3 N - k i• i!!1 N t a 0 , 7 z _7 oSG '. — - — --,y`— _ - t - 3 , _ f _ - 1 r- i FIB N ' CATC: BASIN H 15" RCP do i5 RCP �SD414 y SC1,412t 1 t7777777�— 1 SCALE: 1 "=50' W ~ M I/, J ZS W ZEL - W - inn �(n a 3 s-? o � c4c-4 wLJ La of tA ,n 1, ob on OOO Q m \\ Cl >nN o NOV ti "Hill 11100, A � T/1 0 V� Q Z Z a O~~U Q zul ° _ x �+ Z 0 W o p V o w w V) Z A m � z � 0 m N. z a � N n to rn O L 1 W m W OD W u N z 0 L 0 41 GO z t L �W 0 z 0 z lox 0 O z O F--'-•i Q � ouQ Q V) c Q� 1-i-� 00 U 00 = H 0 o z O N T _a N m 0 m r rn L U U _ p p Ul O U7 O 0 V a_ pJe I_t4}}0.; �'� .�,,.r 5., t �r f.. ' 1, � / f 1 :r, i ''r.�! Y,' , �,Y ,, 4�'i 1�1 't �, �;!!t ''!'r x ri It' '� �I �• 1 .I' c-4 yb ASSEMBLY :. ,,,_,.. - � ,<• ..-. _ - _ - .-. - . _ Q - Q 1 94, / iAs \ / 1 - j._~J 50 1 SCALE: 1''=50' 1 an 6,51 co ui w Z Z 41 �w �a V?L,09) } \N N M}N �Oo M] W Er K oi� wr, r- 'i 8 F4 O v NN �tD m kJoIlliffill m a i 9 4 'y""NNlnH1 a A � a :� z Z a O~ 3 E--4 z° r C/Z Z q P U 0 �+ m Z L- z � U xm �. Z a 54 m V N I n o v W LO �W 00 N T , C v � O v Z rf1 L V1 W o � Z 0 za L N Co ^ X v ) O m z a o� �U /^J V)1 V ` L C 0.. (10 ro U = F 0 O � O tX N � ,n r m O m - Z O _ U U O +O+ p W O ..: � Z f .• a '�. � � � . ;;; ..', .' , � �. T:,';i .';. ". ;' _ __, _ -_ifu __:,M,_,,., _1.-:1• _ . ___ r.I "� a .. .. l: 6'.ri�t��iia.3- v.11 4_'1 1 E WEi.NROVEf PL�AGE_. .. .... - -.-.._ 4 -. r ._. .. SCALE ,_.- _ , i _ -i 1. 1 '.. a' VERT©GNAL1 5D . , - y -. : .. .. 1 _ _ � ; _ __ - Q- - -- i- - - - r, - - - - 409� 3 . ".-. %.' -. 'E'4coOo<. ..- o. `. . : II ..�II.'N_—, ,. .�2.q�:):��I� .-..;.;;. 44�.i��.-�-'I1-'-�II7_�_...�-il--�'��41 . _1.11:��,.I�;.;:�i.: ... c� -�I1iI1��,_1�'�I.l.."I'1.'-'"��-,',I'� I _ _. :COVER . - . .. &T „ PN ; _ I. ...1.�. 5 . . -. ._ _ i- :...g 1 _ __ jjs' 1I. '1 5 SDR 21. PVC PrSSF1RE -�R... - I0... �.I�.i'�r:.-��r��m .I::i.:'I E S RE . . . 0 .1 .. - -� ).'l�..i --. 3 '. 1.. �D. . i -MI:,I:..L ... - '.._.T-...... 17:- '1 24nair . -M�b-LwL�.I....;... .. p._. SE q _ m OK . .....!:.z�I ;..a�... 1-.-v"I� AR,4 ION ' -.. . _" j.i :.... ... ,, _ _, : ..... _. :. ... .1: .1'� :....:': _ .'.f _ �a- :.... k -.. �iI;'.. . ... .. .. . . o+ --.... no PVI STA 3+10 00 PVr• ELEV 34.80 ; %11.11 [7 _ .. _ , + 9fY.0flfY8 ..-.'- _ .'I . N. . az sas _._ ... I � SAG '� 5D1 5 ..'-,N _ _ t - ;1: - :- o `-O 0 ' + k 1:- k Y 0 ! + O .. -- - - - +4 '- -- + - ....-7 - . 0 Ii ..i ;.!- . 2 �p SCALE: 111=50' \ I >, - ` 0�� 'w' \ \ �b \ Zy0 1 1 � 'd, \ ok\ y VO- „s( \ o \ x G9� /' y,. /~ / / /+ 1-1i' -,- - . = I . - - 1. _. Z._ H IELD. flR1V� C ES. ERF ' .- _ z _ .- .._ ._.. .._.._ _.... _ _ _ _ : _ .. _..., _. y .. :: _.._ . . : , , , .: t :. : :E. 5CAL 3 1 ® bl 1. E �' - _ _. -. -._..... ., .. .. ._. ,-_. - _... - e ___ , . _ r .. - ... ..., ', , iOR NTAL: 1 -5 is " *b ; i m i nr dS . • . r, , �p c n r V6R T1CAL :1 g dj I cp xn- 4 _ m' .._ _ -- _. - - � `. '� t M ` . :; b �? Ip _ - - �?l. IFJ 047 _ 11:- a. _ - .,....._-..-.. 0. 5%C �' ,: _ f 1 17 _ -. .. ...... .. ..... -_ ... : __ .-.: ...._-- _._- - _� 0. 5�: - -, - 96 . _ :x'::-..._"tee, 1 .9 -:,._c- .,:. , _ - _ _ . - - 0$; .., yr ., _. r� r - r - _ .. -. a. - : _ _ ._ _ _. t-....- rt-r.�.e_, e.__-:. _- .. - - -. _ <.a.::.. _..a .._. _ -. _. _.. -. _,.:-__c_. .-..��.. .. - - ` _ -_ W .. ,.. _ :-. > -_ �xv-.: ..u-ate.__-... - .._t,> ...,T �, , .cd :.. r.,. .-.r-'af_ _ : '. ai r....:.,• w.-n..,.a - - �.._ r .^ .. _z . - 4. ^1' `�ik -:.... _ _:..: _. _.- x.1 ;tit. -ten < c.. .-,_'a-n._.� ,.r. �L-:�a,�r,r - rG tdi 'SL'.� .ors:. : ��.:c...�r _ - _. .- _„{.,,.,e�.._ ._ :..sy, irr__.-'o, T- -' _ -_r. -� .�. _ '. d 1 _ - - - _ _ r .. ...- .,_,-. -r - , .. war �.. _ i. - • ._ , x : :- , s , 36 1ulIN.. ,- : .. , , : _ ; ! TCH'BASIN , E _ CATC BASIN _ _.,... _- _r - -_ _._ ....- _,_,. N CATH $PSI. _ _ _ _ ..... :.... _ .. . - ... _.,_ _ ._ ._.. _ _.,_ .., . _... _ ..:. - .._ ._,_....- _ ,, . _ .. - .,._ COVER CATCH-BA51r#. ,_ _ _.._ - 4'' ATE W RL-INE - - 15"RC. - _ _ _ _ . at 1 RCP SDi37 P & 18 RC ' �D807 > y _ _. ;; P & 15 RC . CCD6t5 I _- - x _._ 3 _ 5Q613 - ; r fEH BASIN''. � a _. o p z -.,._. 1 - - - 4' 2:SQR 21. PV P RESSU RE SEW : _.. f , 2 „ S DR 21 PV C WRE SSUR S EWER 1 611N.. 8 - . 3UNCTION BOX : # o ;•' ,. , 15" R . p & C s.. SC1& 17'. _ i - _ .-_... ..._ - _.- -. _.. _ ... .- -.., _ ., .. : ._ _ .. _.., -.,, t _ . - a - .. _ VERTICAL - - , . - _ . : - x; ; r . SEPARATION : m : r� - : !' RCP SD 63 6 - _ m :. , _.... _. 3 '. _ .. .._ 3 _ .r ._ ,- . ,i. , - -.�-. �: - o .,_ _ .. _ _ 3 a .. x ., ,... 6:, _:.., $ < 1 ¢, £ R i _ . a 00 . h 0 P 1i. , _ _..... __ _.,. . _ ..-_... _. G P S b 61 4$ # 5. . i i _ - ;. -� _ ''. , :. .. �. !7 i i' Z f6 ,Fl.,. _ : ... a-.- r- i 4 - - a _ _Wj rfA: .__..... O. ........... ... _..,_.--......... -i. --,_.. ..-._ -._ __-. _. ...._.. .. In: v i 5 6 - _ _ , o PVI STA 42 FD2.10 m rc arq�t. m 6 5" R i�r _ , : j , PVI ELEY. 5.1 4 .. x ., i In _ � PVI -STA. 45+81 AO � n m r: _ - - a.... -. _- __._.. : a _ __. _... _. 3 t 0.0000 + N _ �a _ .- o _............ -EL :35.3- PVI EV 0 M - .... ;: ; _-_.. - _. _ ....... ,o _ .... s - - _ PVI STA 47# O.DO a n 4 - p r. _ 2 rJ _ : , _ i K 57a67t168 i w.. .. I : - r d - w >.., z .. 1rr 3 n L 1ao.D000 . K. o v .,. , „ , . ,. ` ,� Y a s-..,a-w,,, .. , - PV1 EY 3 3D_ s 0 fi ! , r .. q� rn , . } -. . SA G. 41+84.56 36.29 .: ,- cn : c� Y 3fi RCP, .% n; � E. 0.188488. Q ' o L. 1OOAO O Q - - _ I E o - - - _. _ : _. _._ _.... _- _. . - VT , - _ i __ y b - D6 1 B -' -' - _ i ,__ ... _ -, _. :.- .._,. -... -- _, . _. a- -_,_ 45+87.54 35.4X __. ._ SAG. s # - ,0 -- - > C'4 N o -1 E: 0.2 9 1 - ' - x - ! § - - - � c�-' d7 + : i a � © # CRE 47#94.5 37.08; 5T `, N u� . ., ^ . , O 1. . O., PVI STA. 43+35.00 - O; Q, O a -- a O 1, w I F , - _ o= t O o= , o O< > Q . . O O V` . O ,I __ .... . PVI 6`66 t11D L . OD Q ::. a= CL �] 3 4 I. a r N O a o Z . . +. + + +- 12 2:: K. 58 545 :. _ _ - - +_ - - - - .. t _ _ +` +> -_ _ ._ _ - O., ..._ .,, - _... �. - _ . _ -. N - - iri, E. 0.2150 2 : A3+52,97 3 , U� .- a r z M. O: CV ri 2 0 I CREST N 6e47 F' N 4- 0 00 T_ 4-d (1) i m Vi NN.7 W Z4 Z J mm XIN,I za �_} a� n a Wo 99m 3P �'g UN zDZ aL4a�W� ? ow�.o tea. \ NN MN0W}p O Mm of4 mir E Oo 00 0oo N[V mNN Om 0�.+,o oDW SlSl711IIIINIII 01 9 P � 12 "z w 0) P� 11r111111li'vto N� W A O n 0 z I N z�-Ao ~." E-� Q Z = m za W n 0 x �0 Z U of 1.. I rj)a z wl o o �9 � x xm 3: A W m :3 c4 F4 o r. z I a V • �,�-Y 1 J ED LO w r1 % 9) O � m W0'- E-+ W �W It cq �z u - 0 L. cv z 41 W L. C/O° z �� z ° �_ V) Z --i r- N V ! x 0 m o zz o o(� u - a) {TT.^J 1 V L V) Q_ I- 0 �:i 00 n � CO H Q Z 0 N cr A LO n I 0D Q m -0 z U 0 Q) o' U 0 L_ � O_ T 1 - �s 5, I I '.�� ,:;,! I '. I 11 ' . I ..",-, I i � ... �'`�'. - -, L:� - �j:: -�I � . �/ 1 S?, - --� -i' e- ; I.; . �. . .!+'.'. � , � .. ". . '� �.. L. . . . .': m .' � .'. , � :' 4...;: -.* ,. L. . "' "'; I -"I . ::,. . - � ! IL's � - .�.J %. iI .' 5", " �' .;: j:. ;;:,: ::" .. -. .. .. I, . , ,. � f'- , - -I .' 11 �;. �. ... I,1;7 1 t'.. o: I , .I 1 'k , - . "..... - - �: tl.,� � 4+'�'.' �'L',��;;.! �-.'.j',"':� -� 1%. . .. _. - - , t44, .. . L1L-.!.1._7.k-i-; 1�'274�i_�-_- _-' -.-. - ___. . ' . - - ,.7 ,.""!;"-';�'�'.1 _ ;a I ,m_ �'!�-�;.':;_'-z - - - _J , 4-- -�...�I'. . IJI , I '; a t _1- .. L �I .. .. I I. . . \.. . 3IN_I L.Y8/-E, I I \ -._. 1n --a -/ / I - o& __ (,&o rA,- e/ \ .I I 1 \ \ Z., . I 'I(7. 3 i 1`\ 3,46 -5 P�I / END LINE CLEANVU ._-'_%'5 1 __ I _/ o .. I . 7STA 1 3+90.19 - N/ A -0), " �- - a TP: 38. I/ 1 .I. 1"\ � .�� .. ...I . .- � . I ' \.\.. . !. .0 '.. ) , � V I ' 1 . INV. OUT83 .. dI --32 I...... ." 0 25 50 100 200 / a ' ., \ ! � 11 (p Sim .'r' 'IL .... " I - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - / . 140 13 - �Z_ -p-s- \ .4 . 11 , \ - - - __________11 "'. I - -.6 _! I '__ - r I- I , .-77 -�__ I .1 , � 1. I f I L - - 1, � _--r.,_ - I - rN ZI PV ESt-_ ___�'____ ' , "I � I I / d)/ 0'\ \ i* - - .6 � 'I ' 1 s im .. m 11 � I I I f I- ., I 1� . ---__ .PRESSURE r. --m. - 7- . 69 . __ 3 � .1 . I - "66 - - - '� � " , I I ' , I . I I L -� ArE� - -",-. , 1, -T I DRI��RPE '"ItR -11 "I m -, 1�1 \ I .. I 11,. . .i� Pvc w 0 .I _� i '.' Z' , " , � . .11Y \W' .VC W___L :..- q_q" %��.. _.. \.- % 1+00 I_ , ,�""L'%', //\\ . --q----__ , � �A __�7- � E 11-1 � . , ' � I __ �'."- /- - I ;� - _...'_ __ , . 11 � � \. _.'. . / ' ___ - - � .__ � %, 1. . " ( � .. . I , I . - . , 7=1Z ! I - -1 _ - ', � � 11, '. 198' - 18" HOPE \ \ - --- . -_ 33..-"- "..' / I , / A I __ . .' - " , I/ I I - 1, . ".. - - \11 ..' I I 1-1 / . I . , � , . La � . �__ ___ N - - �' � .11 I ... " \ \ t � , I � I C90 � '., " � � .1 1. / I I ,-- - . 4.40 I , , 4gc a- ., , / \ 1 20 15" RCP � " / 19 , .,-. . " , . _ . , _"L -1, ".1 '. � , , _____�L ' / " , I - " CURB INLET . - - "'. " - \ \ " - , , -1 ' ,.,. � - ' � , I , I I . - � " I " / - - ____-�'_'�.<L--LL,!--_ '.�14 - ". .' m 0 L .1 L � ; . 110 I I F � 5 I \ -_ "I . � CURB INLET . . . %.... . \ /'.-I" . .. - . I I J6, 1. % � I - , I . 11". Z' . �.. S ! STA 11+92.79 I ---: '---,'- -, . 1. I - .' , "�'; 1. � .' - ---.----- . t �n .. - I � -, I ... ur'.1p I STA,2+51.00 � - - . ., .1 . , .1 .. I. i ' : .. I � - r " " 7'� ,_.Z , 4, . .:� 1 _. . I I ! ! � � � : " - � .. / , , i i � m: I CL TP: 38.20 , I " I � . I % I � TOP: 38.28 ! ) - - i I . j " I , \Y'v � po ab E2- 6' 45' WJ BENDS CIL TIP: 33.06 ! . , f I � _ \ . li.'_'�� _" e "_"�. � 2 'p '�_ TOP: 33.14 1, , � � ; ;. _� '-. '. I 1, I I ..' - , . i ,'� , I I . I % 11 -, I . - I ZI: I.- IV , I ; 4! i 1 , , �' . x It INV. OUT: 29.48 ' , (p .1 � CUR NJ�E_r \ . - It . .� �' INV. OUT: / - - ., '? ' .- " '. [I. I S ... . 333 1,\' r - �'"""':' . � " ; ' P- 7 T4 B ' OD _T �� I / Is ;�' ... . . � " / / \!- 11, .& � -� I . T)w -1 1 2+5 " � ' I 1, ' I . I ❑1-1, .\ i . ; � :� i . I I Irl I . 1 ��-7' : 33.0 1 " � IT. 1: .1 7 1, - , ",-�� -.1 . .1. � , : ' I � FUTURE DEVELOPMENT � 1 8 \ ' - ". " � _t . Fr . . / ry 4i - . I ' , !, 0.1 , . i : 33.14 . t � I .� . "Ll i� . I I '. -- -- ' . - m, I - - �p IN: 29.3 - � . r S .1 �. ..rl � / 1-1 I , ,/1,:�.,,1'i1'r: "'; ,._�_�, r,-- .�k _- 11 �' � -- __. - a, I -. W : - : �' ; I I 1 '�' , " I 0 . i I " I / " . . . -e , , � \$ -, L 'v � 1. �.' , . - :S , I i -0 I � � I .. . I � .. I +-� lf� . - 29.3 i I 11 I � 11 \ _.-. w ;' . cc, � - .1 OUT. i , I / . I ". _%�''_L' : il � - , 11 : .: � . . � (A i 1. I . / . l't - p L - . � . ' . I / 1, I 611 .1 - - . �tl , . I - I � � � W .. 144 IT I I - - I 11 10 \. I / 'j- � ,�' ,'� r k .' I " - I �m . , - - - I . _ . � - " - I . ' . I / CURB INLET 11 - L . , "I : . � , . - z . 1 7 i'� 52-'*- 1 tf) I - - -7- . I .. .- �� V) .. I ,.,.- , .11, � " ..'� - .1. 1 -, 1�1 T w , . --- I --- , .. . / � ' I I STA 1 1 +92.79 V �c_-' . . .. -1 .z �' t %J I . I '. I i I . 1, . 4 - / . j . - I .. I r ' 11 yy '4 . � - f , m I.. " I � . . FUTURE DEVELOPMENT / I %T :338 0 '\\ '.. - .1 �- .- - - -- -,- 5 0 - - � -C 10 0. ' - I L . I / _. _,!,�. '." t�"";'r.'Jl' , - � 3 Z it ", ' L 'N I � 1 - - - - - I I , .� k"�' I I --------- .... I : / PP . . . 8 8 I, W. A I . Irl i�'-"�- . I 'I � . : - . �.: i . L -,14: . . .�2 1 ' r ,- �r_ -, � - , \ ip- -- �fm.--*�c4- �F:f � � I I �� r, / . � .' I � I I- - , .- �.' ... I ; , , _F . ; \ I . . ; �" '% . , � . .... ... ," __ 1. / 11 INV. IN; 33.6 'I-, , - _�:�' 11 s � L ' ' \ �� i u I ; V'�' ' ` 1. .r % 131' - 15" RCP I � i � . '. I I /: INV, OUT: 33.6 1, ., / ' z I . �'. ' ' I - -.1 - T ,.!6 ! I � .1 � I '."-, �_ I - I I I "� � '. 'r - .. " , I . I . _t1e_1n_*n �w " ` � �' -" 1 ; ' � ,r I �.'� 11 i . i , ' I \ I . '�. _.. , 1_1': . .1 , I I,.,. '. 0 . I � . . 1 I e :1-, J, .. .. 2. I '3 -, � I . . N: - . .. ; I I bu4aw � - . .. I L��.: �_ e . . j � / . . - I I ; . 567 _� 1, ; __ � r I � \ , ... I � I � - ,�. . . .. -% , � I _ '.. , � .r ..; q - . / .;� a 1 � q P"'� �' � , T � .. � .. I., lii tI CURB INLET 1, 11 L' L ;�� .� / :1 /. � / / _�__ 1 7 " - - 11-11, " - I r- " I - 2 STA 3+78-47 " -� - 1'_�" � �-.� . '51 i i . V! 1,3r � \ I : �0" I— I • I . r' X �_�.Ir. � �d I . , / -wF` � I " 1�1 � I . .. " ,� - I.", . , � �..� _ i, " I � ____.39 __ I I I ___'_ ", - .:' '� '� .. , - _p I � .. ' TOP: 33-86 . p .. � . - . . - �-- r15 � - - I CIL TP: 33.78 \ CURB INLET . ! I 'r, 0 - I '. 1 7 .1 I 1-1 . �' . �� . �-_� I I 1, I � / - �' . I . � '%� I : I ' '. . . I � , ! �' 11 I STA 3+78 47 / .Q / / / :.'�? - - .� .. ' - ' , " 4 ; . I '. - sk'. ��'�i-'9- . INV. IN. 28.6 4 1 . __ _m % .e - � ; . f � 1. � L , I I - - z . I � ... . -11. ,_ e I ' I- ' . i I ' .. " - � _ . ! I . .,` I ii �. .. " ; ( - --- _5b / L�"' "' /�"' �' � N_ -_ ,_ . 7 ; ! I �j I INV. OUT: 28.8 1 , � , Z - w .. / / -_ . I .- ". . � I . ; - . . � j -.1 , . A,'� - " _. . - ' i , �m' I - CURB- INLET .- I L '.� 7 _� . ' _ " � - -1. '� - I 1 5+00.00 " , . . . . 1. I 1. -_ . . 11L .1 . - '_ -, I '. p. je;Hj, ' " -0 I / . cu _. . . ; . � I , _' - 5I . i; . i i . '. 'r I - 1b, .;� I . .. � mil. - - - - - - I STA . ___ 1. . - - .. / / " It . - � , , . L 6 1 �� l 3 0 CIL TP: 34.51 . - % I . _�<- ;..,f;c . . . I 11 I .. .1 I- .1 ... � . � - __ " .- .- ' ; . :1 '� I - - SHEE-r 'W-1 \ CIL TP: 33'78 / . L , I I 11 / 1-1 .i �. ��. � i 1, TOP: 33.86 " _.' I 0 1 " _� . , " I 1 , --- '. ... , �% "!�,�".iz� -"i.-.._ -, ,'7 -1. I _�_� 7",E, - , 1, .� �m 11 . I / / '5 �'N� '-:;- . �kk ;, �.-. - I - . -;z 13�7`7.' . � 274' - 30" RCP SD437A I I : TOP' ,34.59 � I I I , , % .. ! - - I , � � , � _r � ------ r ,-,-"" � - - 11 11 �' / Z 1. �_. % 1. m.." 1, ..� . " � , " . . I , . ... ;-4r��- , /" - , "-d _. . A -_ ________ 11 INV. OUT: . 30.5 . . I 1, I , . , . I '.: _� . f , I . I I , I I '. I I � " . - - - - - - . .. ' . / � I / "I i � !- . I �. V'-- - SHEET- 2- ------------ I 00 ; . ... 1� t, I ; " I .1 '_1 '.1.1. � M F i, / .� i ." 1 20' DRAJINAG i , . � . L , / " .' .t � 3E I :.. : _� I -, I �' I, , ?. - .'�. �'... . . : � -, ?, -.,. i . - -.--..,_,,. _L__� I � I I -1. .__ . ''. ��.� �' 11 I . ., � _.� . i . � " .tr . - .1 I - � , , , --- �.' � .. . .. - I '. _Z_ � . I .1 _1 , � � � . : ; ,' "_r"11. . ' . / ' m _ � . , . � ... .. - -� - _. .. I - � _� - I " � � t .?, __ . I 11 '� � " L /I / / I - . . c . �._ dx Ps - --- % i . . '-- 11 � (L I 1. . rA �11 N'WX - _ % 1. ; I 41, -, �_ . 11, - �"r � 1� ; I '-- 16 ; ' _�.� � � . , . � � I" � __ 1. I I - - ''. .. 1. ': ��'.-.� . . . -.5- - - _____ I : CURB INLET . " . - � - H� 1. . .' 1. ,I. � 'c � % �- '. �_' TOP. 33. � _b, - .7 - � � . . . / / __ .. - �) . , .�. . ,11 . - '. , .. .. '_� . - I : - ,-- .. - , 1 .� ��. 7� . , . .1. � � ; '� I . .1 % -'T I - _. - - I STA 8+52.28 / . . . I _ . . I - , INV. IN: 2 - I . , . . I . , � , : . . - \ .. ) .!r 15 .1 '1% i� I . . � r� ., . f i ' ifi, I I 1. � . �' ps ___-�____ � I . CIL TP: 38.21 . I-- . �gt' �'r -,' -- ''- � / I � , . I � i [ .1 . P- 38.29 . ,�T 41. ", _",_ r" I . .. . 3 __ - _�'_ . - � I ' I _--�' If : ... . - . _ I , I , - . � 1. , �.'.; 11, - . , TO. / - . .. i . , . . _.: . m q:' I L I/ . . \ . . " , I . _ _ � , , . i INV. OUT: 33.0 .� _. - �" : I 0 .' 1 f U) I . . � � , .. % '_' ./ WCP _� 0+f]o L a I . , I - . � .- I, _.. . _'�_`� " ' - " I5�' Ld 4 _m _"" - . . - . --- , d, . I q 4''T� _. .';� I.-, dl 5 '.. _.' i w 2�1 __ j.. I - __ � ____ , I --,, . - 7'i" ;-� , , . � ��_�. - I . . x / . ��' - I ___ CREST 0 . - - ' . --'., i - i Z;�' . - . . - , '. ___ I . � . I i k . -, 7 ";'_ 4"', ,":'-. � :) . �'� __1 -_ '�' 1-1 __� 10+23,21 . . . __1 �' .- I., I �:- � , .. t. � ". i . - . .. . .. .. � ' . ".. ' ' " � U) � I .-. .. ".-. -_ 'tl I I ---�._____' " - -1 _." . . 1, . 'I 1 � , - �' I - I '. I . ,, . , �� ' , � � . . I , " . . . .. .1. / , ., . �'_' , r. ,- , . , " 1 , � . . - . z . : � - I I _d %__ - - Ps . - '---�'� -- ---- . . '_ I , . . I , .�� . .- - R ` I .. I . '. _'11_7 'A " _____ ... .,,, r- -.' :. !' �'::; ;;;�'-_-..'j_p',' - I __ I _. ,", ".. �.. I I '. � ` , .i �3 ., ___ 11 � - . " '. I - " - . I- ; I - I 1. . , ... - I " - - -- - - I I . .. I I ' " ..'l _'�r .' . r I 1� . I : `_ I .1 ____ . I . . . I fL '. 5 . I - ' ,'.:�� I , "', , ', 'r , .. - - - _____ - /I - i -, ,'_ I . . p �: 1� -'. % �' -" i f, " , t� . "I, . � I , 110 .. . .. . � 1 4 , I -I, , r�"IL , ,�"' ,:",'I, � , ", �. 1, '. . - "."' .: ii � ' � c. u � I " � ' __ ,�' ,� ... ,,, ,�� . PS � , I . . . ' ' , .0 - I - ,'pr . � '� . I .. I . ' . . � � - � I '::' I � i.. '; �' ".1i, f f CURB INLET '.� w �� I . . I / . . � � N � .1 C I . _�' '� �'_� -' I., ______ -_ . � ,- .; � ' ,.',' - � - - I STA 5+00.00 o .. w B+QC) - z '__� . I �L �'�� , , , "�, � � - rf i I � - - -_ ""-:19 I "_ 0 . I , , , ' " -' � A a ;-.. _: ___ 1. . ..: ' " 'L'L. --�' z' , � ) �' �'._ . I I � 4...", 1� I . I �. .�' " . - '.' 1. r '� , A, � .�o - " ..�. 'I" '_ -," I - 34-51" f - 1, � . _� ,,r! - ' � - I TP . . . �.' ,L ,p "' � "" f ,�' . , / ' " �' CL __�__' 20' ---I .-,. 'I-, " . , 3 . , I , - L I ___ -- .. -1 . , 1 '.." I.,. le j, � I , I , p m I � . - - � " . " . , \ . , I . �' _a _� / . . I.. . _� r".'r - I ". '.I. � -'. 1. - - I I _--." .-;._ " - _"'. 1. 0 jWV50 '-. ' - �_ I/ I I - r .r � � � I 11�' � I _. ' � . � I .. . I ' '. I _ - . ' - . _ "..�N - - I, I - - . L. . I '4i - 2 , � - � �' _. - . T . - - _7� �- - �_� A_� , I - '� "� I . � - 4 -, � I .- L_ � W. .. I . - _ . � - . - - _� _. F - - � . ' �. -� z:, __ 7 'i; . - - ;. � .. -11 . � r/ . . - . .� , 1. m,'.. 11 I 11 NV. OUT.-- I _�__ ' -_1 "I x� r ' � '.'%'_ - . . I., � .;:L _'!" - m, , - � - - I I _�_�',�r - i K _1_._§9___ - I z'." __ _��'. / _1W . 1. I " I 11 , I- __ � ., . . .. %� t . . . , .. , .. . r'_:'� . *r fl,_' ' "Ir" ' �: t ___�____'__1 I JUNCTION BOX 1, -...'-"�;'_' 1� .1 r. 1 . . �� _ " � � � . , -. . - I . i�.. . ; - = I .- _�_7 . - TOP: 39.0 : .;� . � . 11 . . �..'�r._.r � . . . , /I . .. . 11._ r I— --- 4... - , , � -IF __1 I 1- � - - - I -ml 11 - : ' � i p I CREST 0 . ' r� / . . . . � _ - , - -� --. �'_-_ '_ - _. I , ,i _77--_ - - A, INV. IN: 32.65 _� 1, .. . - I. - I ,:,. � __' -;,. __ . _. �_'. ... . . . . I . : -_ _ . _',, - . . � 1 -7+51.39 - -- ____ ....... � .--- --I- / - _.- I . . . . I . . . - .1 �.. . 1 " r; , '� .? I . i .7, - �' -� . . . a I :%t .; �' / � I I .'... " .. - - _ � ' I . , I" - I . 1. ,%� . - ..._.. . �.� -_ 7p I , q - .1 I � - � ! � �= '_ -_ 1 ; � � - 1 1541--l--- -_ ' %.", , - i I � _�__ - INV. OUT: 32-65 ,46 � . . �.' _. -1 i 1, � , - - I , ' -0 'j. I � .7 � . ..'.1 _..' i 1. _. I . I � - -� I I . I - ', ; 7 -, f .i � I -_ _.... .. � _'� 1. - - -_ � � I .- L /� ,. �Lr� � r� �: '' -!5A_ .. _ I +�.- . I - '�% .. ..... �'. ". I r, r I - . .. �" .. _. � -_ .1 . .t I -1 . - '__�_ - I 2 / I , . w . :�-' I ' , � - - � - ' --�.-�' .-- I . ...�� . " i �11 _2_ , 1-1 . __ '�Ll. I ' ' 01 I . / , � , c' .; -.!: , . .- - :.-�. .,-, .- - r . , z '.. - "';'. �" - -_� -_'.. ____ - . ; \ '� - 1\1 .� . - _._1 I �._'�'�_ r ,.. . __ . I I - 'r. - i 1 7 11 �.. - � :11'.' . .1 . , . . _ .1 .1 I __.' . . �j . _ �j .. ,,;I- , .. 1?6 11 .. I ..' , �� _ � . ��_'.. - �','__; rr, . I :� � ;i _ - . r . �'..`:�_'2�' .._",r. :7 - � ._j� _-:_'_'� � " 4 , - - __ .- . �.' �' .. .. , . , _ ,�;r i _�. _3 . I I , __ - �__ . ,_ _ 1. - - . I I . � . ' ',�-� � "�' '....' I . �. . "� _. . . "� '- _- I - � ..' - F.. ... �- -� " � . -"-. I _ - 11 I _1 '7 - - .. - � - - - I � ' - . I . ' � � ' I , -_ ..' , . . I i I . I r . I ' �.. . I -, , , .i' . .1, I - n I . I - . I , I � . ' z ..' �� '-' ' , . . . - [ , �. loi ' 4' " ` " I 1, � .�i . " � ,.% r-.1'.1 - . - __.-" �_" . 1'___ 6 i - . - . . . � 1� ; ", : 11 , " . % - I m, 'i��-_"�'-'Wm" .' - .1. � L . I . �. % 1 - 6" MJ TEE r I � I - r . .. � I 7 , I �.:'; , I .. " �_ - �___ � , --. . - '.. �L. / 0 / 1 11 . . . . . . . . .1E I . �."' '. ' . . " .. . ... . * �" -1, : - , , '� L T I I .1 F " :' , 5 �; - 'Ij'�"�';' f - I . ';�77' . �� 1i , . - _ p . .1 '� 7 . . . � . . .. .'. .. .. I 1 � FIRE HYDRANT �ES '. �:' , -11 I " I STA 8+5R.28 _1 . . � " .' ` " I . ! . � 11 . . �.. , jj� r . ._ . . I � � 11 : ' . ,' , _�� , , " I �' , �.:' - . % : ' i t� _. '_ .- _ ., I - 11 .. I 1 7 ! I EMBLY ] � , - .k..", � f , , 1 . - .' r , " ��J� r ! .� :. ,, . . 5 1 1 / I . . I � � I � . . -4 � '� .. v - ., .. .... , I- %'. � I CIL TP: 38.21 -, 1� _� �'. � . f.'f -, r J. � - .. ' �'� , , .5 '. I I � I I 4 . i ' . � . _. 7 I ! 7 1 - I , -'.. - " - - . I I / I I I '� \ . .. .. -, I . " .-"- . . , HP I , ... . . . � r, L I . _._�'_. .. I A 0 ..' TOP: 3&29 , - ' -, 1 � :1- " H H i f ? , . li . :� ." ii ; '. i .. , :' 0. . :�' I ./ - I . 11 .. I , .. , � . 1. . . .. . . . . L.. - � I.-I"i-, � , . � ... r..' I %, % $ . ' INV. IN: 31:85 , � .-' - ;. I .:,.,. C.,!r . . . . .... 4 i . �j � , ! , � I __ I.. - - 7 , ': '' I I I / . � '' , - . . 1 , � , I . �' . ", , k . - '_. I .- ., � . , , . I � .. r ... . � ; i H �. qt�� , � - � - I - __ I -1 .- I / , 1;1 r, - � ' -- ' � L. . I �_ ...' ' I . � I I I . I I . . . . .. , .. , . � � - 3t85 1 --,, -� - � .� �. 'wit I .. . - INV. OUT. " � I .. . , . I " - . ' ". - - " I . . 1, -.2 , .. . �� ' . . i -1 - I I c � I . . In : IA I -2 - I I _. . - � � __J . 9 , w I _� m . - _ . � . ..� _' 1! �7 1 . . __.' : '_ . .1 i - .. , L. . __ � - - - I I / I r .. . � B / w , . , A - I \ � . + r . , f � I . I - � � . I I CC: � (S : � � I— / '.' I "� I I I . r - '1�1 , I , - i . - :.. . � . 1, r I .1 "I i I .. - !, I I , % z I . . : �' � x - ' _�' _;1 1 37, :2 . .T .. � .- ' ' - :� - �' .L- , � � L I _ ..' . - I" I , - I .- .. . � ., . �� / � S . - .' I I i I . . . . . .. �. - . 1 . , . .i ' ' . , . " . ' - - _ . -_ , � -L' . -, � ;. . / . ) .. ; \ . .. - . - , t I � �_ I � � 1 .. j, I , - __ - 1. I . ' . " - .' ._ I � I . . .1 � ' - i •' I ' -I - q 11 : _. - . . . - '- , . ' �- -. , - , _. / - i I . I , I � . - I' . � . "' i , I _' ;� j L' � � �' ; , � i - . . % I _ -1 I ;d . . 4 � i I . . . � . - , .. , 1. . I . I I _'_ .P . I - .�� I :T . -1. I . - 4 � I �. : . . j ;, r . I . I 1, � . - , - � , I - - . . � . .. .:" - 11 , %.% , I r , '� .. I " �- - � � \ ; � - - -1 � , , - I. . '\t ,� -_ : �� Z " -'. - -, -i 1B A"z . : I v � I 1_ , . -- '- -� r. - - I , I .1 �_ 1. ", ".-, I , . 0 :. 11 , . : I � �j �, I q ; I I - �� - _ - - - J - - , , - � '� . I . I . . �_ ' ' - , L_ � . : L I . � I , , I I .1 . . . . I - - , : - . i . � . - � . . , . � '\ , = � _�` - 11 . , I 0 / : ' I I ' ' I ' . -- - - .' I - ,- ." �' - I I I ' , I - . . L� ' I .. r I ' I � � . . - , . ' � . �' ..' . .- I . I I .. �. . - '_' __ r 11 . , : - , '. .: : , : : m . " . , .- , . - - . __' I I . . ' 1 , 11 i � i I . � , � '-:'.- -, - . - , , ' 1 1 . . : - n n'. I L: . . - � . - , . , � - .1 I - ' .- . '� I i , - ' ' . \ �' � � ! � � I "'. i � " :� � I " , . f 7 : 00 I - , / : . - r., . I -_�' ': - - , , Z . n j -_ - I -_ I '11 "I � I i I _'.' - �' .. : ::: . , - . I " , , - , I','_"_'. _ 1. - . _ I 11 - , . � � - . I I . lr.'� 1, ; � , , �� "r . '� � -. � I �. ; :�� . . I - i . . ;' ' � - 1. I , .. 'n_ I "I '11-1 - - __ .--- �� i I ", _ � , L 37 _:�_ -- ,,--,-,. , � ; � . _ j I E� . . �Ik i . � . .. .. . , ; ,,", �r � � I , ' , - I . a I .. . . - . . � ",,', I . ' I I _r .- '� . . r., , .� ,r .. . ..r , 1 "I'll�1-1111-,--��,--:"L--,r, '� 1:' .._�.L I , I.. I ". . I � �i � � t ; 12' -2 �. .. - L . � , , . -, �)� i'%L'L.�'_,. I ".. � ., ..i � - , _' - I _ . \ � 1 ""� � . .__ J. . " �_ q ,,, .1 1. . � � I e I I . . �.� "�% t . - - , , a � .�' 11:.. . " 1 s m � '_: " I I ! .. 0! .. '. '� - I '� �A 1 I . _'. .... �' I.1 I.- __ - .. .. : 1, y , 4 , , : $ 1 b ...- . I , --I � r r'.. 11 . ..� . ,"'. _'.. .- � - �' '� . : m . . .. � - .' . - � . � - k . . I . .' " .. '�! � r . '. � i 11 � . . _'__.�"_ ' i - � , . __11. , . I � ', �/ - i .� "I � � ,rl .r" . . ".'.1 I J 3 , � , . I - . I , _�"_ - I , r , i , ` 'I, 0 I .. / , ', .1 �t. ,' " " i i � � I .- : - � . f, .-, . r/ .' : '��' t� , o .1 - - - - _ � '1',.'.,'i 2 1� . � . I . . : K'� I,- ' r':'% . - - - - , �. - I , � ! 1 � - T, .- . , I \ - � I �' I "� I. " '�� ;' , . - . - , .1 * - i r � T f I ; r . . . '_ . : � , . _. ..". - .. . 0 1 . _ - . I . . 1, _. . N ", .:.� ��' ��:;%�' .. , - - -, " i '� ' 8,*N 0 9 - L tDtlo"i�p� , , , - - - - - , !! i - . I - . T � :gw , __, .... - ! I � A� � ;% � _.'��. -, - - r ' " " , ". - .��. � _. - - L . i , -.4.11-1-I.- .. . , _. �"" "...' - _' - -"- ��' - , , . � � .- ` � 2r- . , , ., _ . __". _' 7e :' �".":L'_�Ii� � , . � �� -� �. .11, ., ...... �_ - . � . 'W-) r--� -, K5 , v � '.� :. L_ _ I ,__ -_ ". " L.L';,::' ' - __ --- . j i q I .�' L I .' � ;� , . '. 1'7, '�'. ,_"__ -,,____ - - '. , / q I . I r . , . / - � . '. . � - � . . r ' - - - - � _ -1 ' I 1 , ) ? � - . - -�.��'._� . 11 F . r I I . . - . . - I I � . I � / r- "'�L �..'.- ' �' . - . .- ' - - � "" - , r" -- �,--_' , - m' , � . J"'.1 � I I _ � - _ 'r. . .. - - � I _".1 -- . - . - ' ,- , \ - " r 44 � . I +' T � : - ' . _. '_ . . . �. 11 I � _- . . - . , _' .- . I I . , � . - - �e r_ � . � ", I , , - , - " , _; , '. � i . . I I ... __' � - m � � ' m . I � � � m -, , -� � . I . ' I t � m . . I . , - - -- ;r - - -1 .- -, . . I � � I I / --'r � i %. 11 I ' -, - '-:� -_ .:�. : 9 o .- I , , ' ' - ' - ' L � .. , � , -, r' _f'�_',_ -� .--: -,-' . '� � . -L �_;- " -, ":':--- - .1 : - : �, _ / � , , I . I . . i - ' - ' .--- . I I I I " __ -, , " - ' .' , , � CDr, - - ' " - - _ _ - ' ": ,-,-. - -'Z' � �- - , : � - : � I . '� I --- - I I --- _�_ -. 11 � -- ,,, -,-,-.., ..." __ Z � �_.' -,-- .. ... . . . . - - � � . I I .. . I - �. �. - .�_ _7�7.Z.�� _- ___1 r:' .. z . I �. . , , .1 v ?I -p F!-z fr) : , '.i I r -1 - . _�' '.. -'- � , �' r I , . " - .I--.-- - ---I-. '-'�-'--"-"S-E)IRMW,A'MR'--�-- z_ -1 _ - 77 '---'"'-'_.'��a__ � . � I - - T 1. -, � � ; _. 1��e -- - --.----, ' 74 Z�11 I I - I � __ � I , - . -_ , . �, I -1. rq - a . . I �0" __� _,�"_ , '�--,�. �--7 _. . ' __ - I --,.- % ' _"1.; ' . . - I ' .... . - - � - __ 1� " / 1"7 . . . . � , .. I ,,i7,,--.-','.'-�--,',��,--,.."�",L-- "_.. � �" -, ��.".' . ___ � .. I - -' ' . , - '�. : . . I -r , I .. . - - ' �. .I.... - - _ _ � - I I - �, ," �":;�. -.- , �7,7-7'- - , �. "� _��, � I j - � : . I r, - .. I POND . - .'- " , , _r d � ! , , I I , , � , - _ � � ..' , _':'-� , �--- - �:' �� m.'." . � "�: 1, - _1 - - I - ! 1� . ir "-- - I : . I \ -, -2 W"_j 't 1 � ` - 11 .7 - ... - ' L. __' "" ". . . _. :' - -. , - . � I f , _� � . . � I MAIN P&NID I ' . r- __-"'�� . Z"."' / . . .. , .,.,- _ - - . _ '!7....� _ " : 1, --- '. .- 0 ., , , ,_ � I , , ' - ' ' -- �_ . . , _. j '. "'. " ... _ , , I.,...- - - - �� , I E � .. .. �' , H: "� �;- ' 134 1 _ : � . k .':�'- . - - - - . . I . . . � . . .. i � � . � .- ....'.- . ,� q' , .. � . 1j_'-_"..:' '.�":-"1_. " - . .1 _ I I . \ - - -, '�,' ,.,. 'I - � -1 . . ' - a q )��' ... ".." -� % 1� � - ", -1, .... . ... _' � .,- - .�'�'... '-w'e�'-, """,.' �.' �'� 1. � - I- - " - 1, , L � ` I �; / - ' I � i '� il ��.' '-'�'.. -., � - . ..... � , - I , ' - , �' 'r � ... . , .. _. - " - .... . ... L � �-' , . , ... " e, , _'.' - - ", " - _ _ - - I I - / 11 !� , , '- . ; " , � ; I ' -- , - !�" - , . _ __ � . - :z�""'- ' i . ; r . , , - - � - - . .. - � "�! - ." 77 _ -, "I. _ ' '_ - .1 rr e , . �"_ �'. 1� I , I I . I I t___ . I , L .� -, w . .1 ' - .� . �� ' , " _� . . . 1, _. " I" .1 " 'I , '. I I . , � --",Z _.. ,. "L _ - _� � . " - 11 - -� , .�� _'�"'�" �- , _ 4,", _:',� '. '. � . I .�"l �,"','." !_ - - 4 . , , , " - " ,:-., .- ._'_�__�_ "---� � �" ,-. , , "," u Z' ,,, �" ' - - - _.' - , . , . . r' � � � - ' 11 " � I - , , � ` I., \ ."� I , fk , ,,, � �' � -."'- '�� '. � � ".,-,- , . � � ..� , - ., � '� , I __." � - �' '1111111._.' - . . : ��'� I ' � - .' ' .. . ' 2 � I � .� �' i '� ;� . _' � __ ._1 '! --I r , � , tj N ". -1 �) .. ,�, .- . . I , , K r I � '-1%.'1',r - , . _ ',. "r.,_,, . - �� .11 ' ": . I .1 " ' �L ' , � I �: , �:- , .- . , . � . I I I .. � � - , 'i '- �-' � 3" , I .1 ' , - r , . � � - "' � , I - I i ; - '7 I � X I ". ' ,. ., , .j � k , ' ' ' ' ' '� ' - -1,111-- 'L .- r'_-.1% . , II . - � � x �' , - 1, I ? I � - ' """"' ' ' '_' ' _ ' "' "-,--,"-" __'_' """"""' �' I .. ... - _iz� - I , � i .1 . \ �.' e t j � 1� 3 � , . ... , , I " " t'_ " - . _ r j . - - I , - _'. - � � .1 . � � I � ' , I - - '- , I . - q . .. r 11-111. "- - .. - . - ', i � 1. , - " ,'- ' � % i 11 '.__ . - - . � ; I �� - , - - - " - .1 . % - '.-.: : - .-, -'46'�' � ,' , . , ; - . '� . � , , ' '� I � - - - - - - .. r .- . ., � I -: � � .- _1 '._.' IL ...... "I., "I r".1. I .. '. _ ; - - I , . r - '. : 1 .. � I , , w I - - I .s1�1_1 " , _'.� ' L _ . , - ; .. , � "'� ; I I - - 0 % T R f � -, . ,� I , - � , , , , . _1____17`�i___11 .1_`_,,__11 _r__ ,,.,--,, .' � I - � - 19 -f , I � , �� ,,, ... � . , � �� 'l . . � . . - . - � F, . . '�� .y � .. .1 � L 5 � .. i - ___z - 11-1 - -- ____ . \ " L' 2 , �:7 . . , - I Col., I t, 2 11 I �i 17 - - ___-_ _� ___ � �@C�906 1. � - I Z. ib � ;� . 'r . r •__ _1 -1_-L'1,_-_1,1,',�_, -1 , � '?_ , - - " � .. . '... .1 i . '_ . .% -, . ; I � L'i 2 - �L P16 . " "'., ,L1 K - I I I i r. .. I . . . I . . . E .2 'T > 11: 1) jp10jjj111111rffjj'jjj "'#t,f. �, No"' V's" � 1�_ f ct = � '� = 00 - . JN� 0 ' '�� ' IM111111110 w"low 1 nP.4 .a 4 Ezn 0 � 04 F__4 4 o 0 � c) N E ;� ZZ 2: m4 m C3 F- 0 a: 0 114 --a-. " 0 0 , - i z .. of '_4 g 1 0 �_- 14- V1 &4 Z � P4 'w D 0 0 rx4 U) i 0 0 � m -0'�c W. a 3QL1 P-4 (n .�' z Q xz =) 0 w � E-4 0 L. M z r.. I PLI I 0 0 04 to co a 4 I 't Iti - wt � 0 0) (f) � I " OL" 0) LLJ Lo �00LLJ ,qt C14 P"', Z a c 4...) C - 0 0 C a Q L z= U) Li W -i L U) 0z - _<�0 4a 0 z -5 c - = F Z --i .1!!� D C14 CID 0 U) x m � z ci 0 0 [L W u - q) Q) E4 b cf) Y) .s CL �D ") r- - 0 - = 00 F) Q 03 r- = p c) 0 z 0 or C14 >� �' b . Lc) 0 I m 0 ji C-4 >' z - , - m -0 to (t) 4- (1) c: _Y 0 (D 19: () -2 -6 , �j .� - - - -- - .T...' ---------,i , .1 __ -I V, i i..1. - 01- -7: �.. . ' . ' I * r� . . -. -, -,:. --� , - .- ; 1! 11.11, I i 1, � -T ". 7.,; 1 ��--' ,T� 1: . � , � % .' I , t,' I- j;" : - ! 1 -': . I ' " - - _6'.. �" 71", 17r, :; , , 'A , - , . , , �.. . 7, ." - 1 -. : -': i ; 4.'. ': , - ; .. " . . � 'o � I � 4 4 11 f ' I, r ,. .1.4' i' ' I I .. ! - � . ....i. .1 .''. .. , : . .. . .' I 6 '.; --i .. , � . , ... ; 111. J. , , A., ��' ".-W .��.'�P.!."-.";;! � ;".."."'.'� .11" . .. .1, . . :0, �.'.l )i i; %I, a 0 - �'t 1 04 1, i i Al 1'�;.�z . .�'J: I 1;-'Fi 1i I I - .. , , . , ,,, � ". ." :-" '! %'.. . � " ' . , . " I 1 . I . . I ... ..' . : ! !� i ' .. ': .. -:; � �. ! '.' - , !., - : , 't I 1*1 ! ?4' t!�� ,�.-� V 1 � Wo I ? .. ". it! 9! I ,.' I . . I . , � " . . . , - . I ' L . . . . . . I . . . , .. . - . I '. . : . I . .1 . .1 .,. . I ,' . . , II "� ! �t . I .. I I . . . , . . . � . . � : . . � . , - ! . - .. , . � , J� I . . " . - - . ;'� :' ! , . � t - - - .. T� '!T� ; t;' Q" ,.0 �yt4W�la I i 0 SCALE: 1 "=50' z n 4 - 04.r� : r / 1 0 • i : �._CATCH BASIN CATCH faASIN s r. r 1 j I . -1 v RCP dc. 5 . 1 t r z c i 2 P RC i SD1a0 0 � _.. ..,. _ l f : i _ _ - _,� y cu Lr f Y i 0� 1� i E : e c w E x PA STA ; 4+$5.00 PA' 1 Q: DDO a K 53 701 11 ..: F01� D HAM D-R IVE 327#39 ; SAc..47r_4003 ase _-., SCALE ._ HORIZONTAL V-50 Z RLCAk 1'` I CD� s Z C^'LQ5 Y. L c 0 .q m "�u�mutusnuNrrrrpy��i�'' P o LPL � �us uo s J. a A M z o a Q z° o h Z LL P, W� o U a x 0 D Z o CO a I V 1 p WW to W 00 00 N C O L v 0 U z V L L W o V � Z0 ED N r n x V J o m z a O LL V rrrr 'L V ' C !1 o n ao n v o0 O a o Z� N « 7 O {{ ?� Z m -0 a r C � U n -p o v o U C -c L- (n 0 0 U ,- T'T -r—j �-r ?- �'' ; ram•'. i?`� 1- T ' � e � tsl ��•f � , r Yr' - T 1 i� � r' �t ' •' {II f I it iI y yr�f S y��• ir, f'i'� "� '� � �S•r 'i� II i. '3 - _ .,a' .I..r - , .tf.. r � '.Lt �� 'fs a•: �, r: �'�r4` �• t 'i 1 � �- :, 3 t,l 1+,�, 3�: �'f' t r� iry y. ...m id l: ." L., I ,.i 1.v...-,-:r l,d,; -. .... .__ - -y ... _... ..r., �1 .. �.. I } I ; Y I ! I 1 , 170 I � 171 � 169 , N' 1 POND OUTLET I ay ` STRUCTURE I} y WEIR: 27.8 } i 4 - 3" ORIFICES ® 27.5111 INV. OUT: 23.0 1' I 1 4 OND OUTLET 6 E _r PSTRUCTURE AA, WEIR: 27.8 INV. OUT: 23.0 ' 55 fi11 60 , 59'`S`8 1. �-j �55 54 STORMWATER 6�. 63 .> > 53 POND #6 _ 1 1 68 ; 67 i 66 iy 65 -�- \ `✓''52 /\` SCALE: 1"=300' 1 ]/ { ; '.70 1�\ �._��_�--� - ' ",18272',,63',64�`,65� , � � \ ,�\\ -51/-\ -� 177 i 176'1 179' 180, �! 168174 173, 1 ? (r dui&#-z to ?z X s�y4u.A ��.la:.E ;� a`xir 1 X'.+�'190� 171 170 : / xi 3 a_c d,sr_ I 191 \ 4fi 188 i 1 B9 rf i l l I f s /192 ` /� 165' 16B 167 } _% y' 1 , 24 , 23 `/" 45 ' 164 ', } 1 ' a '� 1 27 , 26 25 1� 22 i 21 '.163\ _r \ 28 `, J--�---�-�- 20 / \,�'-..ryf ` __/`, ,, 44/ , ,162 \ /� _ �� \ 29 `, __ �3 u 194lei\ / '19 31 �,/ y ' `/ , �'195/' \ \� 42 % ,J 1 J33 32 ' �' / ��' 99 100 101 , 102 , '� �18/\`3,',`196/' ''\/41 f, 97198 37 ' �/^ _ -� 96 \�F" aka ��x `` /+,1 '1B \ ✓` 1' `, ��/3938 1 1, / / +! 1 93 ; 94 '1 95 7 , 1 s v 105 ' ` ` M `, 199/' \ !` 38 92 , l 1 a r .�+""v a' fi l'+a i. `i�.,y' ''fSw i , 15 91 `,�� 'a ��9u lab ` \ , ._ 37 X. ag 1 88 /"� err s sf , st3i t� 107 ` NE2Q2 " \ 87 108 NO /'. STORMW TfJ2ILI 1 120 l 119 \s F yrii� \, '� 3ar tad 204 r�1-0�9 33 .22 , 117 20' 5123 \\' \3\/2 11206124 6 110 10 31 12530 ' 450 4 Y ( 1 t 211232 J, 477 f !I `\ 231 /;,�/� B /'� L213 474 ' �- r a ,< _ ti 475 f, 476 i „ `\\, 229 228 ' all h� �1N _ �215 ___ T r� 445/\%II 226 i225f 22 FI 223 222 221'220i ' 444 ` 443 1219 �218 217 \ 442 441 ,4 1 1 173 f' 172 1 1 I I ' i ' 1 I i 174 175 1� 176 I l 177 I STORMWATER POND #6 FOREBAY "A" FOREBAY "B" MAIN PONL TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S.F.) �275,596 (S.F.) (S.F.) 21.5 82,896 179,267~"- 540,759 25.5 110,627 309,461 218,209 638,297 26.0 114,494 313,384 233,134 661,012 27.5 125,414 325,239 277,028 727,681 27.8 127,510 327,626 281,434 736,570 28.0 128.909 329.220 284,372 742,501 SECTION STORMWATER POND HORIZONTAL 1 =51 VERTICAL 1 "=5' 30 STORAGE POOL O 27.8 PERMANENT P004 027.5 VEGETATIVE SHELF m 6:1 SLOPE 25.5 TO 27.5 5FROM MAIN POND j ;BOTTOM O 21.5 Q ! p NOTE: STORMWATER POND #6 OUTLET STRUCTURE DETAIL SHOWN ON SHEET 33. NOTE: Vegetative cover above permanent pool sholl be bermudagross sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordata (Pickerelweed) Juncus Effusus (Bog Rush) Ludwigia (Water Primrose). MAIN , POND i I' IE 188 I 189 , 1 6F / 190 21 BOTTOM �� e / 021.5 -- w w 191 0 \ 20 80TTOM 192 PERMANENT OOL 027.5 1 VEAIVESEF 6 FRO 25.5 TO 275,STORAGE PO y i 027.8 193 1 r 18 3b194 SHEET 31 SHEET 32 00 N O -j W V V) fl Z Z 0 a g rn C O m d 1"�,annu,urrlu»»luip�iri,/,,,ri No�S u, s �° r'h"'ryirgp»IfffHlr,Ultp,ln�,�� m q� z z O Emm, 00 o �0 z E- C �`` aZ W� O Y w W V) z [--i o � w a • Ln •A O V J Q1 W ry LLJ u0 L,J 00 N �z �J `v �z V � _r_ LLj o z zO N n x V ! O z o oli � �U _0 V 1 0 C o 00 IM V 00 0 0 Z 0_ N T Lori \ [17 O fl D Z V _ N O 0 0 0 U EL n S r � �j � i � n., .'I': ;.k � 1' S';E+ 'S' �.� �lr; 1 itp►- r:,. L 1'+___:. R 601; 59S`8 55 '1�57 ; 5s 194 STORMWATER 1 63,62 _ _ POND #6 GPK t , ` 66 671, 66 ; 65 64 y- �' -`� '�- \ \�/ -52 /� SCALE: 1"=300' 71 70 + / \ J �, 183 184''1185 ` T ` Il 186 ,•�n'S1 / v' /` 1175i17617711781179; !/ 3F# Ef++ /" \`V"•E9/ 174 48 189 \ ` ` ==l 172\ Y yr190,,�-\ 147 171a NO \ + t F # 4 S r l5m 46 + 169 ` '« f I 1 -` x c s = r 192 ` "45 ` 164 `` 165 �1664 I % a - 26 ' 25 24 23 I 22 r 21 NI\ \,13 f=�' 28 1, 27 -- --� - �+ 20 /" M 1' - ` `+. 44/ , ,162\ \,/ / \ 29 +� __�-- `'�r - 4 C ^194 `1 �' 43 -T-- \ 161�, .-�OFi A—� - 1 31, 30 '\ -/"195/-`\ "V 42 I / t 1 32 / ~� 101 1 102 , '\ 18 , 1 1 ` i k r 103 ` \1/ �/` 196/ 33 .• \�/ 41 f, 98 99 100\ —L —I , 17 1 ✓ 197/ 36 97 /�.t�"`a 2. n104/ `, \�' 198 ` "/'" 39 16 38 1` 3/ 93 , 94 1 g5 1 / adss�r� 105 ''` '`1 / ;'/199/` \ \�/ 38 , `/ �/ 37 91 90 s f,� x�i r t # ` / `\ 14 \ V 201 1 89 , a "Ve�"'--� 36 f 107 13 \ x 202�, W IN 1 I` r i --�` -WE 108/ \` 12 1 } 1 203/�, STORMWATER /~" 1, 121 k 120 119 i , \*r `/-' �` <r ✓ 2041 J\ \\` 33 POND POND #4 ; ` 122 + 118 r y - , 109 l 123 _�\// 117 116 tar yy`'-�i -11 zf \ 202 6`�/32 124 110 /r� 10 O l ` \\ 31 125 \ //- \`;\ `\/� 11530 r 207 , , r 480`` 209 479 i 476 ' II :\ / 1 / 4N 1 .232/.\ 7J /212 jJ 5 \ , 473 477 J !i 231213 %maxa 474`i (jjj It `` (\/'2WO 21 77 475 476 l i ��` 229 / -- -i� t ai 3 s , \ lj ` 2,5 445/\ '��-___� ii II`�\, `,1 228'227 2Z6i225'224rZ23i 216 222 221 r F4 / r'~' �� ;II/ 1 r!_� '+~r'�' I220r`219218 217\ 443 '�- _� 442 I 441 4 �1 r 12 2 ' 1 - -/. �- 3. 9 ' 10 16 0 5 STORMWATER POND #6 FOREBAY "A" FOREBAY "B" MAIN POND TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S.F.) (S.F.) (S.F.)_ — 21.5 82,896 278,596 179,267Y— 540,759 25.5 110,627 309,461 218,209 638.297 26.0 114,494 313,384 233,134 661,012 27.5 125,414 325,239 277,028 727,681 27.8 127,510 327,626 281,434 736,570 28.0 128,909 329,220 284,372 742,501 NOTE: STORMWATER POND #6 OUTLET STRUCTURE DETAIL SHOWN ON SHEET 33. j 1 8 9 1 10 \ _ 1-- NOTE: Vegetative cover above permanent pool shall be bermudagrass sod. Wetland species are to be planted art the 6:1 shelf. These species are: Pontederia �;jrdata (Pickerelweed) Juncus Effusus (Bog Rush) Ludwigia (Water Primrose). SECTION 6D STORMWATER POND JI5 SCALE: ; HORIZONTAL 1 "=50' VER 'ICAL 1 "=5' 3 I 1 7 7 l , STORAGE POOL + ® 27.8 1 \ t 5 1 \ \ \ L 3 \ 4 ' \ , � 4 \ l 1 I1 \ 2 1 I , 1 36" HDPE INV. 22.0 FROM FORE50 i 1 228 i \ \ 231 229 k 4 \ \ = SECTION 6C' z STORMWATER POND #6 SCALE: HORIZONTAL 1 "=50' VERTICAL 1' =5' f t STORAGE POOL m 27.$ � E PERMANENT POOL 0 27.5 TOP FOREBAY 66RM 028.0 f= 0 MAIN POND BOTTOM ®21.5 t BOTTOM 10 21.5 PERMANENT POOL ® 27.5 BOTTOM 021.5 219 \ 220 221 i \ 222 \ ,\ 223 Q 10 / STORMWATrR\POND #6 SCALE: 1 "=5i1` \`\ 224 �' \/' i �� / /' 9 IN, \225 8 226 227 \. 6. \ 4 \ / 3 2 N 0 N T V z Z FO W WC7 O C C N rA C Q CD Cr \\````"55,,,554541711111ffif1171111pii//J'/J/ P No�611 cc In M - m o d z 4 H-1 d o 0 ~ c� Qz z o a �m z C) � .� i a Z rn W o U SC � 3 x It m I I], r 1n n V 1 0 W%cf)� 07 LL_ v E-+ L1J LLf00 N U_ 0 r n •o ^ `J L„i ° Tn z L v 1 � L0 ' ^ O fLJI.L1 z 41 zCi L N ^ X v) o z 00 �U41 +v �n Q V l (n C o T 00 U 00 n = o O Z o � N tO \ m -0Z - U U _ Qf O O O O Ul O 0 U IZ —' Pw• �" I//I\ '�1t " I oI°B 1�=7$,/3/'�' >62��+>��I 58 _�-5�; ' 5�6 C , 34\ '/ \/ STORMWATE R 153 POND #6 B4, `^ ' SCALE: 1"-300' 69 88 67 66 6_52 70 185 r .�' 183' 186 51 71182 LOW 72 T ! 87 73, � /`" ' 1 ; 178' 179` 1801 , �- , '' /'•� / F74 t 175; 49 176,177 \109 171\190� + �\+'47,17 46 Of /\• i kk 170 1, 165 lee, 1$7 1 � I �� ' ` 1 / �r 3 , '� 9 45 164 t ` �" w Ri a / 1 26 '+ 25 t 24 23 22 ' 21 r� \�` 1 13 1 ,183 , �u / 4 I f ,. , / ` ` 44 20 ., 29 43 19 161 51prtt4�O A _ 30 _�=ram ` •+ `l�'/ �n \� •. 4r: 195/� \ 42 �\ 1 32 100 101 r 102 + 18 =>; 1, 33 �' 99 ,y` r' 103 /' `� ._�` 196/., -��\' 98 ,1 �" -----J. /'17 ,11► ✓�197 `\. `. 40 , 1, 36/'� �_�1 '. 97 '`104 '�, • I .` \ ./ +` 37' ' `• 36 94 ' 95`,i / , t . _ /. 105 - �'/199/' \ 38 /'92 .ram+ k-++..' +*+"# xl" Yx iM 15 _ +�.' + • 1/. 200 90 89f� r� 1 +, r car- ;".t °� r '' 107 • 87 ,.� a ! ' e n �ui R! r� l'' 13 Y 20236 , bra i, a lx�� 4"kr „ , 1 , 35 f . '�•r�P•',r , �;•. � � � �i�"'''� J.> � �n.� �'� +. / a dui / ` �'=lt-`;7a��.�,�..X 3 S+i��°"� 108 0"<,5 ,. 203 ' �' 1�,C/34 12 / ` �. STORMWgIER 1 I 120 119 r\_ o f " i204 POND 4 -i ` 122 + )r 118 t /-'�+ '`• 33 / 123 '--� -�! - jr 117 32 110 r31 /� \, 1,5 10 f /� , � 174 -`1 112 \ I g x �,/` 208 \\ /480 479210 478 I� \.`\ /1 4 + } 7 1 {+ 211 232 12 473 477` 6 !I �! \ 231 /:,y� �tr ' �+ ax4 L' f 213 IP 230 21 475 476 229 '228' f ' } /\215 445/\\ =�'-�—s;7 ii II' �f 227 226+^� r" 1 1� 1 225'2241122f 3;222 y ! r - \ 216 )\ �� + 444 % i`LT-rli I�I ' \-`` -ice, + 1 22,i220r219r 217� 218 443 442 j 441 1 11 / 2 . 3 , e r r r �`_ �_��_ 7 r 4 8 9-�_�11_�_ -- 10 16 12 STORMWATER-POND #6 DATkSU ARY TOTAL BUILT -UPON AREA (AC.) 23.45 TOTAL SW DRAINAGE AREA (AC.) 72.30 % IMPERVIOUS AREA 32.4 COMPUTED RUNOFF FROM 1" RAINFALL (CF) 89,730 PROVIDED STORAGE (CF) 219,638 REQUIRED SURFACE AREA (SF) 54,217 SURFACE AREA OF POND C� NORMAL POOL (SF) 727,681 SURFACE AREA OF POND e STORAGE POOL (SF) 736,570 SW STORAGE DEPTH (FT) 0.3 NUMBER OF ORIFICES 4 DIAMETER OF ORIFICE (INCH) 3 ELEVATION OF ORIFICE BOTTOM (MSL) 27.50 APPROX. TIME FOR DRAWDOWN (DAYS) 3.7 OVERFLOW WEIR ELEV. (MSL) 27.80 10-YEAR ROUTED FLOWRATE (CFS) 58 FLOOD POOL ELEVATION @ 010 28.13 5 w 5 PLAN VIEW MESH SHALL BE CUT TO FIT IN SIDE TEE ,-SCH. 40 PVC ORIFICE PIPE 1� I 1 d{ ' t I I 1 SEE PLANS FOR ORIFICE PIPE SIZE AND ELEVATIONS PERMANENT FOOL ELEV —cx2-- STAINLESS STEEL WIRE MESH WITH MIN 3!M 5' STRANDS AND 1'SOUARE OPENS. H, 40 PVC REDUCING TEE SECTION VIEW STO "MWATER PONDyltIEICE PIPE DETAIL NTS M SEAL WATER -TIGHT PIPE AND CATCH -- 1 ' ------ - - - - -• t N I I F ■ t A ■i i■ A t O ' . r' ■ 'r t 1 ■ I E N -- ---------- - - -' ■ B PLAN VIEW MANHOLE FRAME AND ASH GUARD WEIR ELEV SEE PLANS (STORAGE POOL ELEV) OUTLET PIPE SEE PLANS FOR SIZE AND INVERTS CRUSHED STONE SECTION B-I3 SECTION A -A POND SLl'LET STRUCTURE NTS SEAL WA i L P,-TIGHT BET WE PIPE AND CATCH BASIN N•--------- - - - —'N r' 'r A 1 i YV i■ A O Nr E E aRFCASTCONCRETE «�----- -----+ IL SEE STORMWATER POi B ORIFICE PIPE DETAIL SEE PLAN FOR NUMBER OF OfaFN;tS IN STRUCTURE PLAN VIEW MANHOLE FRAME AND GRATE — TRASH GUARD WEIR ELEb. SEE PLANS (STORAGE POOL ELEV.) III OUTLET PIPE }IIf'�14 SEE PLANS FOR SIZE AND INVERTS CRUSHED STONE SECTION B-B SECTION A -A POND -OUTLET S MULC_lII_RE NTS STORMWATER POND #6 FOREBAY "A" FOREBAY "B" MAIN POND TOTAL ELEV. {MSL) SURFACE AREA ( S_F .) SURFACE AREA (S.F.) SURFACE AREA (S -Fes) SURFACE AREA (5 . F .) NOTE: Vegetative cover above permanent _ __ _ pool shall be bermudagrss sod. 21.5 25-5 82,896 110,627 278 , 596 309,461 179 , 267 218,209 540,759 638,297 Wetland species are to be tanked p p 26 - 0 27-8 114,494 494 127,510 313,384 327.626 233,134 281,434 661.012 27680 736,57 on the 6.1 shelf. These species are: Pontederia Cordota Pickerelweed ) 27 - S 128 , 329 , 281 , 742 , 501 Juncus Eifusus(Bo Rush Ludwigio Prir9nrose) ) 28-0 128,909 909 220 329,220 372 284,372 742,501 (Water N mot' O 4-j 0 nl n (W V ) o' z O Q IQ J m A z 0 13 r y Z x Z� o c) �1 Z z a 0 �m 0 O ~ � Z I. Z a 4 U) i 8 C) Eii W IIII-�titi4111,� V A z z � in w • n 04 i E L0 V1 V J r ) � � W � v �I,I L1J CT) 1.0 I L�J � 00 cV O CDQ L n " z L zC3 V) cV t0 0 O m �z o OO IZ �U 1_ V) C d r PI OI a = o z � 1m O C Y U V 0 _ 0 +V O 0 O (n o o U Lt t �7--- , -fir r--. � � ! r-T ! r T �1—*—eT_ -7-7r�T-T'��iT �'►-r S ":�'�rs-r-,ram 1-4+�-♦ -i. r r t 1 _� .i� it i , , ! !, + �.�,.`` 1+ ' i f• SECTION 713 STORMWATER POND #7 SCALE? HORIZONTAL "=50' Q VERTICAL 1 '=5 310 =a _ o STORAGE POOL 26.0 5 rn :...-: PERMANENT POOL_ _255_,_........... . .....--....,.,. ..._ 2-,. VEGETATIVE SHELF 0 6:1 SLOPIE FROM 23.5 TO .25.5 N 4 20 N 2 15 1 STAINLESS STEEL WIRE MESH WITH MIN. aM6' STRANDS AND 1' SQUARE OPENS. PLAN VIEW MESH SHALL BE CUT TO FIT IN SIDE TEE SCH. 40PVC ORIFICE PIPE € € d I € PERMANENTPOOL V. SEE PLANS FOR ORIFICE PIPE X 2 SIZE AND ELEVATIONS 11 `SCH. 40 P VC REDUCNG TEE SECTION VIEW STORMWATER POND ORIFIC�YIPE llE'I'AIL NTS STORMWATER POND #7 ELEV. FOREBAY SURFACE AREA MAIN POND SURFACE AREA TOTAL SURFACE AREA NOTE: Vegetative cover above permanent (MSL) (S.F.) (S.F.) (S.F.) pool shall be bermudagrass sod. 20.5 9.313 35.153 —� 44,466 Wetland species are to be planted on the 6:i shelf. These species are: 23.5 24.0 20,241 22.118 44,617 49.499 64,858 71 617 Pontederia Cardata (Pickerelweed) 25.0 26,015 59,665 , 85,680 Juncus Effusus (Bog Rush) Ludwigia (Water Primrose). 25.5 27,983 64,593 92,576 26.0 29,850 57,072 96,922 27.0 33,607 72,058 105,665 SEAL r+;,' ER -TIGHT BETWEEN PIPE AND CATCH BASIN I -------------• I 1 f A QI'Z>' i A ® i I 1 I f 1 y $TQRII�WATER POND #17 DATA SUMMARY PRECAST CONCRETE -r1— — — — — — — — — l TOTAL BUILT -UPON AREA (AC.) 3.81 SEE STORMWATER POND_ TOTAL SW DRAINAGE AREA (AC.) 12.12 ORIFICE PIPE DETAIL SEE PLAN FOR NLIMBEROF % IMPERVIOUS AREA 31.4 OriiFICES IN STRUCTURE P_L AN VJ_KW COMPUTED RUNOFF FROM 1" RAINFALL (CF) 14,640 MANHOLE FRAME AND GRATE PROVIDED STORAGE (CF) 44,564 REQUIRED SURFACE AREA (SF) 12,063 rr TRASH GUARD rr SURFACE AREA OF POND @ NORMAL POOL (SF) 85,680 WEIR ELEV SEE PLANS (STORAGE POOL ELEV) SURFACE AREA OF POND C� STORAGE POOL (SF) 92,576 SEE STORMWATER POND ORIFICE PIPE DETAIL SW STORAGE DEPTH (FT) 0.5 PERMANENTPOOL NUMBER OF ORIFICES 1 ELEV, SEE PLAN FOR NUMBER OF ORIFICE DIAMETER OF ORIFICE (INCH) 2.5 PIPES, SIZE AND AS REQUIRED ELEVATION ELEVATION OF ORIFICE BOTTOM (MSL) 25.50 AS REQUIRED APPROX. TIME FOR DRAWDOWIN (DAYS) 2.53 OUTLET PIPE SEE PLANS FOR SIZE AND INVERTS 0 OVERFLOW WEIR ELEV. (MSL) 26.00 10-YEAR ROUTED FLOWRATE (CFS) 10 FLOOD POOL ELEVATION @ 010 26.41 CRUSHED STONE COMPACTED SUBGRAQE SECTION B-B SECTION A -A POND QUTLET STRUCTURE NTS SECTION 7A STORMWATER POND #7 SCALE: HORIZONTAL 1 "=50 - 4ER TICAL 1 „_ -5' _ i 3 ! i = STORAGE POOL Q �6.0 J__..P_ERluL4h! _.._..._VEGETATIVE"SHELF _-'._..-., _ <,_ .. T..A ENN ,OOL, m 25.5 „ ".' 7 S u.,...__. ,_.ESTOP"T014EBAY`BE{1FA. _ ® 6:1 SLOPE 0 25.0 FROM 23.5 TO 25.5 i t {�1 t r 15 2-9 4-61 2 i z 0 a 0 0 N 00 rn C O N tr nuiunur u4rgrrrnri�gry"ry,'y P NO1��0 w Z a f-t-4 O II-��.. � Z p� m WO O Z � O O w � m � z Z � ti m z I a LID � N r0 I n T f1 O �W Ln Ln LLJ00 N 0 L 0 zs WL O z ° _ r —I _-__j N ' ^ X (ll! !y 0 m d 00 U L 0 o� r 00 �� ,,r rq U 00 f` S H O o Z O N LO \ (n o II 04 >, Z N � � U U _ Ql •;' Y -,: I. .l7-17 Y 1. ,:1 , ,% -7 �.7: t. t ` ! .�• .-� r + ti 'es ; t 4 •+`1 'i 1 , r� rr. •� �S '�t,t + I� +;ff! .'Y' '„!�. � �f �. . .. ............ . . . .............. INV. 22.------- Q_ - Caw caw Swamp Can., . . ......... 7 29 TOP FOREBAY BERM 0 25.0 30" HUFL 8A FOREBAY "A" 50' WIDE POND OUTLET EMERGENC'I TOP 0 WEIR 0 27.0 1084 3" ORIFICE 0 26.5 68 - - -- - -- - -- - - - -- - -- - -- - 33 f ........... ......... f BOTTOM 0 20.5 f VEGETATIVE SHELF PERMANENT POOL 0 6:1 SLOPE 67 FROM 24.5 TO 26.5 ®26.5 5 fi. ............ ....... litilit I �6 POOL 65 1 62 61 0RAGE 27.0 63 IJ 64 59 58 B OTTOM'. 0 20.5 10 _7� 57 37 56 NOR LFOU�? 55 175 -DRIV E Sd Sd d T_ JI176 54 177 178 182- 179 180 181 1 t 18 1 18 185 X i, 53 FOREBAY "B" -BOTTOM 0 20.5 8� I VEGETATIVE SHELF - 0 6:1 SLOPE FROM 24.5 TO 26.5 -PERMANENT POOL 026.5 -STORAGE POOL 027.0 FOREBAY BERM 0 25.0 1011161"WilrZO)w STORMWATER POND #8 SCALE: I "=50' SECTION STORMWATER POND #8 0 SCALE: HORIZONTAL 1"=50' 3 C -- ----- - ---- ...... ... . STORAGE POOL 0 27.0 PERMANENT Pool- 0 26.5 25 FOREBAY SERM... VEGEJATIVE� SHELF 2 5 025.0 SLOPE FOREBAY "A" FROM 24.5 70 26.5 CV 20 ..... ... ... 2C 13MOM, -15 SECTION 8B STORMWATER POND J8 :SCALE: 30 HORIZONTAL 1 "=50' C VERTI M-, .... .... .. -3,o STORAGE POOL 0 27.O PERMANENT POOL 0 26.5 25 25 VEG TA HEL 0TDP.__FQREBAY-25.0 -BERM 0 6:1 SLOPE FROM 24.5 TO 26.5 to rj' FOREBAY i'B" y 0 0 2C f)GTT0 -80-UT4DW 0% 20.5 .15 STO OIRAWMTER POND #8 TOTAL BUILT -UPON AREA (AC.) 7.94 TOTAL SW DRAINAGE AREA (AC.) 21.80 % IMPERVIOUS AREA 36.4 COMPUTED RUNOFF FROM I" RAINFALL (CF) 29,890 PROVIDED STORAGE (CF) 74,184 REQUIRED SURFACE AREA (SF) 18,229 SURFACE AREA OF POND C-) NORMAL POOL (SF) 146,389 SURFACE AREA OF POND 9 STORAGE POOL (SF) 150,346 SW STORAGE DEPTH (FT) 0.5 NUMBER OF ORIFICES 1 DIAMETER OF ORIFICE (INCH) 3 ELEVATION OF ORIFICE BOTTOM (MSL) 26-50 OVERFLOW WEIR ELEV. (MSL) 27.00 APPROX. TIME FOR DRAWDOWN (DAYS) 3.38 10-YEAR ROUTED FLOWRATE (CFS) 17 FLOOD POOL ELEVATION @ 0 10 27.09 &ESS STEEL WIRE MESH MIN. 31161 STRANDS AND -UARE OPENS. PLAN VIEW MESH SHALL BE OJT TOFITINSIDE TEE _ /-SCH. 40 PVC ORIFICE PIPE PERMANENT POOL ELEV SEE PLANS F09 ORIFICE PIPE SIZE AND ELEVATIONS X 2. *111CH. 40 PVC REDUCING TEE SECTION VIEW S TO R M W_ A TT R P_Q� �Fl 'E, �Pl PIPE �D, TAL NTS 7 7 11 % STORMWATER POND #8 FOREBAY "A" FOREBAY "B" MAIN POND TOTAL ELEV. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA (MSL) (S.F.) (S.F-) (S.F.) (S.F.) 20.5 16,279 6,872 69,624 92,775 24.5 25,357 11.508 82,954 119,819 25.0 26,621 12,263 88,466 127,350 26.5 30,189 13,902 102,298 146,389 27.0 31,326 14,411 104,609 150,346 28.0 33,626 15,449 109,231 158,306 30.0 38,321 17:600 118:494 174:415 NOTE: Vegetative cover above permanent pool shall be bermudagrass sod. Wetland species are to be planted on the 6: shelf. These species are: Pontederia Cordata (Pickerelweed) Juncus Effusus (Bog Rush) Ludwigla (Water Primrose). a SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN - - - - - - - - - - - - - or A i F 0 Ir A 0 T t t PRECAST OONCRET -r-q - - - - - - - - - - SEE STORMWATER PONQ_. Bj ORIFICE PIPE DETAIL SEE PLAN FOR NUMBER OF ORIFICES IN STRUCTURE PLAM-KIEW MANHOLE FRAME AND GRATE-\ RASH GUARD WEIR ELEV SEE PLANS (STORAG E POCT_ FLEV) SEE SIC)HMWATER POND ORIFICE PIPE DETAIL PER MANE14T POOL ELEV. SEE PLAN FOR NUMBER OFORIFICE i PIPES, SIZE AND AS REQUIRED ELEVATION AS REQUIRED OUTLET PIPE SEE PLANS FOR SIZE AND INVERT S CRUSHED STONE COMPACTED SUBGRADE L0 SECTION B-B SECTION A -A n -4- POND OUTLETSTRUCTURET NTS Q� C_ V VARIES TRANSITION AREA, NO CROWN, TIE -1 T-Cr` VARIES TO GUTTER LINE AT INTERSECTION MAX. SLOPE SHOULDER �Z. SHOULDER 3-1 TIE TO 1' PER FOOT IXPER FOOT 1"PER FOOT EXISTING MIN, SLOPE GRADE N Lop' SEE M DE S AILS COMPACTED SU37GRADE MAX. SLOPE COMPACTED SUBGRAD TYPICAL CUT SECTION TYPICAL FILL SECTION Ill ABC Ill VALLEY GUTTER��-- CURB AND GUTTE SEAL WATER -TIGHT BETWEEN E RIP -RAP ------------------------------ -----~-'-- N7S ' $ ' —_--J ' / MAX SLOPE RIGHT ISOMETRIC OR A PP ROVED EQUAL t 3:1 TIE TO B MIN. SLOPE 1' 1 FT. GRADE PLAN VIEW TIE TO MIN. SLOPE EXISTING TYPICAL CUT SECTION SEE PLANS FOR PIPE SIZE MAX. SLOPE AND ELEVATIONS TRANSITION AREA, NO CROWN, TYPICAL FILL SECTION IE TO GUT -TER LINE AT INTERSECTION ELEV. OF TOP MAX SLOPE U 7AF LL SE T0114 1E TO GUTTEI 2'1-2 BITUMINOUS CONCRETE OF CURB 6' PRECAST CONCRETE NORTH-BALFOR-RO-ADWAY SECTION TOP WHEN FIEQ'D. 51-00 NTS AS REOD. BOX R Xi .—CULVERT SEE PLAN FOR TYPE PIAN SEE PLANS ,,_l AND GUTTER T ELEVATIONS ------------- VALLEY GUTTER CRUSHEDSTONE CRUSHED STONE TRANSITION EDGE OF PAVEMENT ----------------------- COMPACTED SUBGHADE NCR TEFY-LUME TYPICALCURB INLET CATCH BASIN TYPI AT, STREET INTERSECTEGN NTS PIPE AND CATCH BASIN 1-2 BITUMINOUS PAVEMENT 501-0l" PRECAST CONCRETE SUITABLE MAX. SLOPE TIE TO Mill SLOPE GRADE FOR H20 TRAFFIC LOADING 8" ABC OR1 I" STBC COMPACTED ]FIE TO MIN. SLOPE . ...... (95% STANDARD PROCTOR) EXISTING GRADE 3:1 ZCOMPACTED SUBGRADE TYPICAL CUT SECTION -0—GONCREJE TOP MAX. SLOPE TYPICAL FILL SECTION 2'1-2 BITUMINOUS CONCRETE AS REQU_ Al AND Fill FOR NON -TRAFFIC LOAD AREAS T)TICAL ROADWAY SECTION PAVEMENT DETAIL NTS SEE PLANS NTS A FOR PIPE INVERT ri CAUSHEDSTONE COMPACTED SUBG RACE TYPI AL GRATE I LET CA __'CH BASIN NTS PRECASTCONCRET B!g MANHOLE B FRAMER COVER PLAN PICP UNDER ROADWAY AND HOPE FOR NOTES- NON -TRAFFIC LOAD AREAS 1. CONCRETE SHALL BE 3,000 P.S.I. 2- CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. SECTION A -A SECTION B-B (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) SEE PLANS 3. FINSH ALL CONCRETE WITH CURING COMPOUND. FOR PIPE INVERT ELEVATIONS This drawing is the property of HOUSTON and ASSOCIATES, P.A.and COMPACTED SUBGRADE is not be reproduced in whole or in part without mitten permission from —6/21/07 (D ALL MGKTS RESERVED SW -road dell ph 060407.md IS TAN DARDMUNICITION-B-aX J__ ' :_f� " ,� :.� .�._.,� '�s�._ •':� -.- - -' .. ,. .-.,.-- ,- ,_, ... ......, •..,,�t2!•hr�L��sl.r+..`.e>!a'�elwirlse_Lie::uivr_i.i:�e�::- - A. BURY THE TOP END OF THE JUTE STRIPS IN A TRENCH 4 INCHES OR MORE IN DEPTH. -- , r,77:::: ;,yi..` ._ i s' 1' r B. TAMP THE TRENCH FULL OF SOIL, SECURE /• /+y WITH ROW OF STAPLES, 10 INCH SPACING, " - " • xi . 4 INCHES DOWN FROM TRENCH. W ; • �' //// �: - 0' 0" ::. --------- - ----TOP ELEVATION OF STORMWATER------------------- ' rn #s WASHED::"_ 1 MAX. w EROSION CONTROL NARRATIVE A_ PROJECT DESCRIPTION v'.'.'-' i� :'•'=€'':ii`I's:s STONE cc +"• located :: The subject project is part of Brunswick Plantation in southwestern Brunswick y,. E. ov1=RFALL :i'sE?i=i:3: `�`' :,,. CHANNEL SLOPE 10`1 RIP -RAP County. The Brunswick Plantation North Addition is an Overall Low Density Development. The Brunswick Plantation North Addition will consist of 501 Single C. OVERLAP -BURY UPPER END OF LOWER .:.: ,� .:.:. ' •••�:• . ; . ; . ; . i . ; .: _ .: ; , ; :. A . STRIP AS IN "A" AND "B". OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE. EXISTING -' • OR WIDTH OF VARIES Family Lots an Amenity Center, and Three Multi Tracts. The project is Y Y Y p located just North of the Existing Brunswick Plantation. ROADWAY:; ABC 0 PROPOSED STREET, WHICHEVER IS .' . GREATER SECTION VIEW phase I will consist of 171 single family lots_ Phase I will have curb and guttered D. EROSION STOP - FOLD OF JUTE BURIED IN fit,. ,; _ " roadways and a combination of three stormwater ponds will treat the stormwater . :. -'. . XISTI NG SLOPES SLIT TRENCH AND TAMPED, `k ' '�' `a: ' - ' ' ' runoff. The five stormwater ponds will be designed for the future development of DOUBLE ROW OF STAPLES i' • . . `, : , :. .; ,„ #: _ PLACE STAPLES 1.5 . r • . • . TO 6 FEET APART AS :.:.. .:. :. x; .`.:: , �:•,. r5. _ . _ 10'MIN. Phases Il - IV. REQUIRED TO KEEP THE JUTE: FIRMLY PRESSED INTO SOIL. :, .' �15'-0"� NOTE: HEIGHT WIDTH DETERMINED BY The Brunswick Plantation North Addition drains to the Cawcaw Canal_ The Cawcaw PLAN VIEW RAPHY AND EXISTING AGE REQUIRED Canal is classified as C Sw accordingto the NCDEM "Classification and Water Standards_„ _ N�. .'' TYPICAL STAPLES ai6GAUGE WIRE NEW CONSTRUCTION EXISTING ROADWAY UP #5 WASHED STONE Current land use of the project area is woodland. p 1 6" MIN. ...;.,12" MIN. B. SOILS AND TERRAIN The project area to be disturbed is slightly rolling and gradually slopes from -" ~: Y `� s' SECTION VIEW FRONT VIEW approximately 40' MSL at SR 1305 the south project bound to approximately 25' PP Y P J boundary pP Y F. PRESS ENDS OF JUTE 4 INCHES INTO THE SOIL MSL at the Cawcaw Canal the north project boundary. The Soil Survey of Brunswick AROUND STRUCTURES AND STAPLE SECURELY -DETAIL TYP�CAI, CHECK DAM DETAIL County indicates that the six most prominent soils within the project boundaries JUTE THATCHING STABILIZATION DETAIL CONSTRUCTION ENTRANCE NTS belong to the Goldsboro -Lynchburg -Rains Series. This series consists of moderately NTS NTS drained to poorly drained soils that have a loamy subsoil on uplands. 1 C. EROSION CONTROL MEASURES S (SIMNOTF#R) STEEL POST 5' - 1.25 IB/LINEAR FT. STEEL 175TAY "T" POSTT IN GROUND The primary land disturbing activities for this project are related to construction of WHERE APPLICABLE SPACING WOVEN WIRE FENCING AS REQ'RD. vP�c SEE NOTE ) f'•T'•"'"'•"-T'r•-•T `r--r=�:TT••'� - ^� = - 4' MAX. SPACING t�=:::;:::.::':��=�'��=':�>::�:�:=:''•:��:-;�'=::�;::��:��T=�-��::�=•T•-�?'T�T=:�:�-:�: � the roadways, installation and construction of storm drainage m y , o ge system, installation SILT FENCE FABRIC 1`�::-�-:;:�:`::__-':`{`i;;;:..;r;:::;`:}:-:-:�:-:::'-:.-i�r'-�:`�::•�:'=:==._.:.�,,•:-'.::=r-;;:::_'.';.-::;':;l 15OR#57WASHEDSTONE.:::_:-,::,:::; :;::::•::;,-....� of under ground utilities. To prevent sediment losses to off -site areas during and 0 lute thatchingshall be used in swales where the slope exceeds 0.0I5 1.5/0 MIN.,2, 2GA. t=:�.;:`:.-::�`'.;-:�:�::�.:�-'��='=�';-��`:�'`-='==�-=:=:�=':�:-�=�--:�� c seasonal folio construction the following measures shall be used: silt fencing, g g g SPECIFICATION (�UIDN. INTERMEDIATE FILL SLOPE s WIRE z r l ::;';:;-: : ::f 19- GAUGE HARDWARE CLOTH W C O / '.,:'' , grassing, construction entrance, inlet and outlet protection, and a proposed 1?; ----------------- 1/4"WESHOPENINGS - - �':-";=; Stormwater Ponds. A. Preparing a channel and seeding: To prevent meandering-sl9pe. Channel to center to confine law flows tothe v ; . f :.'-.:: ; -i 2'-0" 2' FLAP UNDER STONE I I ;::# �• r ti F ; channel where thatchingwill be laid x s16" GRADE `?> •{ "'� .i MIN. COMPACTED FILL OVER SKIRT` I I g`x k ae• - �� 1. Fertilization - Lime and fertilize as specified in "Seeding Schedule". Disk as needed but do not cultipack. ANCHOR SKIRT WITH MIN 4' LONG WIRE STAPLES ,r o.c. :: I I a,r ,�• 2. Vegetative Sprigging - Plant grass sprigs or similar material before the thatching is put down. Spacings for �, 'FO REPAIR OF SILT FENCE FAILURES, USE N57 WASHED STONE IN LIED OF I - _ I �' ''-' ' "''="' I I i 4 EROSION CONTROL NOTE planting may vary. Suggested maximum is 10 x 20 inches. COMPACTED FILL. a 1. All construction activities shall be performed in compliance with the Sedimentation 3. Seedings -Split the -application. Sow half the seed before placing the thatching. Plant the remaining half after the FRONT VIEW SIDE VIEW Lu ;' :;' `; I I �;.':...::: ..:::. Pollution Control Act of 1973. thatching is laid. .:. I I .'� C v n irked up B. Laying the Thatching: The thatching shall be laid on loose soil after all rocks, clods and sticks have been p 1. install sift fences as shown on drawing and at locations necessary to control siltation of adjacent areas- 9 ry adl 1` "' ' `' :`'': '• ` "' } 2. All land disturbing activity is to be planned and conducted to limit exposure to the that would prevent contact with the soil surface. steel posts snail be 5' in length and be d the soft fastener angle type. 2. Woven wife fend where required see Note # 4 , shall conform to ASTM A 116 for class 3 galvanizing. Fabric shall n9, eq ( ) L - - - - - - - - - - - - - - •' '" " ' `: ' ::l O 1 shortest feasible time. 1. Start laying the thatching from the of the channel and unroll down grade so that one edge of the strip coincides Y f3 g �P B f3 P lie a minimum of 32" wide and have a minimum of 6 line wires with 12" stay spacing. The top and bottom wires shail be 10 in wires shall be 12-12 au e.. gauge, end termediate g g : •'' J ac - - � -... j he first o side of the channel and allow a 2 inch with the channel center. La a second strip parallel to s n the other s y P P I does length downhill }s If 3. Filter fabric shall be of nylon, polyester, propylene or ethylene yarn with minimum strength of 3(7 Ib.11in. in., and a Fabric _ - ':;:':•:=::=:=:••:-_:•::•:=;':•;_:::;�':::::=�'.:=::�`�=::>:��::�`�=:=:°:�::::•=:::=.,:_:;�:;,:;-•'�?'��:ab fY i 3. All constructions tee and several eroded areas shall be stabilized edb the Y w al rolls. overlap . e thatching not extend the of the channel continue with addition ralloftha ch g g minim shall contain ltraviolet inhibitors an i' um 85%fiReri efricienc . u d stabs Izers. n9 y lr:;'�::-..:-.`?:._�,:;-•.•.;:::•.:�.;;:;:;•:<:.';;:`:-_:.;;:':,::�;:;:',::`:::;:��::�;•:"�•::::::';:'�:-':'.;:�';,•:;" } establishment of a permanent ground cover. Securing the Thatching - Bury the top end of the jute strip in a trench 4 inches or more deep. Tamp the trench full 4. if filter fabric is used with a strength of 50 Ib,Nin- in. or greatef, and the post spacing (8) does not exceed 6', woven wire fencing is not required, Otherwise, woven wire fencing is required, and post spacing shall not exceed B'.''� � '•= � • • . • . . . . . . . �''-= �'y'u " - i �- - -- - w - ' . ' . ' . . , 2. of soil. Reinforce with a row of staples driven through the jute about 10 inches apart. Then staple the overlap in 4. As soon as all areas are permanently stabilized, all permanent measures have been the channel center. These staples should be 3 to 4 feet apart. The outside edges may be stapled similarly at any PLAN VIEW SECTION A -A installed, and final approval is received by the Erosion Control Engineer, erosion time after the center has been stapled. Closer stapling along the sides is required where concentrated water may flow into the channel control temporary measures may be removed. 1 ary Y Where one roll of thatching ends and another roll begins, the end of the top strip overlaps the trench where the STANDARD TEMPORARY SII�',]-` FENCE ►STD i T r ICAL CATCH BASIN PROTECTION 5. Over the life of the project, the Owner shall make periodic inspections to evaluate upper end of the lower strip is buried. Make the overlap at least. 4 inches and staple securely. NTS NTS the success in controlling erasion of soils to off -site areas. If areas are found where Erosion Stops - At any point the thatching may be folded for burying in slit trenches and secured as were the upper erosion is taking place, the Owner shall take the necessary measures to remedy the �- 3. ends. This checks water flow and erosion that may begin under the matting. It also gives improved tie -down. The RM' R/W situation. procedure is recommended on steeper slopes and gentler slopes of sand soil or areas subject to seepage. Spacings P P P g P Y j p� VARIES of stops vary from 25 to 100 feet. Diversions - Where diversion terraces outlet into the waterway, the outlet should be protected with thatching used 4" in the same manner as in the main channel. The thatching for the outlet is laid first so that thatching in the main channel will overlap the outlet strip. NOTES: 1. Vigorous stand of permanent grass cover shall be established as soon as possible along the center line and banks of channel. Where banks cannot be adequately stabilized with vegetation, an artificial liner such as '-0" 18'-0" VARIES rip -rap shall be used to protect the banks. MAX. SLOPE r8luLDER Thatching - Sail Contact - Get contact between thatching and soil by rolling at right angle after laying, stapling and 2. Where sloppe of channel bottom exceeds 1.5%, jute thatching, or other effective channel lining material, as well bermudagrass be to line to 4' 14'-0" 14'-0 3:1 SHOULDER TIE TO CONSTRUCI�1�i Ste' QI�E�I 5. seeding is complete. w over not under -the thatching. as sod shall used protect channel center a point on each side of center. (See "installation of Jute Thatching in swales.") MIN. SLOF :�' , U, FOOT ,f4" PER FOOT 114" PER FOOT T PER FOOT EXISTING '~- l t~'f . GRADE Staples - Hairpin -shaped wire staples, number 8 gauge; 8 and 10 inches long have been used. The longer staples TIE TO MIN. SLOPE .- EXRADE 1. Obtain approval. of Erosion Control Plan from NCDENR- Land Quality Section. 6, are used in loose or wet soil. Wire staples are better than wooden pegs because the staples can be driven flush with , GRAN ' 1 SEE CURB DETAILS the matting. Wooden pegs extend above the thatching and may catch trash that diverts water flow out of the -" � _ :- , ot _ y�%` "' 'r'"` MAX.:: i-^r'E COMPACTED SUBGRADE COMPACTED 3UBGRADE TYPICAL CUT SECTION 2. Install construction entrance. thatch protected channel. Wooden pegs may also set up a damaging turbulence. TYPICAL FILL SECTION 6" Al3C 8"ABC `• ': f: °'"` 1 MAX 2" 1-2 BITUMINOUS CONCRETE 2" 1-2 BITUMINOUS CONCRETE 3. Install tempor..r,-- silt fencing. Inspection: After job completion, make sure the thatching is in contact with the soil at all places and the critical C. areas are s down. ecu.telXslled 5 '' ;,. t, r,�:; •�" ` �••1,., " DIVIDED ROADWAY SECTION 1-1 4. Clear and grub roadway areas. > ••..,F:: ... Y�•r�=�� NTS t7 5. Rough grade roadways and install storm drainage system, vegetative swales, temporary check dams, stormwater ponds, and up stream ponds (lorebays). SEEDING SCHEDULE TYPICAII VEGETATIVE SWALE - - NTS ^ 10%0" 10'-0" Z. a' MAX SLOPE as r1-_1(FT1 6. Within thirty days following final grading activities, seed and mulch disturbed areas which will not be built upon. TIE TO . All disturbed areas due to construction and any severely eroded areas shall be stabilized by the 1!4"JFT- V4-/FT- 1'IFT. EXISTING MIN -SLOPE �---- `� GRADE7. e:1 6:1 Maintain temporary erosion control measures until ertnanent round cover is established - P rY p g establishment of a permanent grass cover. The seeds species shall be selected based on the t, pe soil resent p g p yl p TIE OPE EXIS ING f TYPICAL 3:1 ZOIC rYPICALcursECTIo" seasonal conditions and other considerations. As an alternative, the contractor may use the methods and GRADE MPACTED SUBGRADE MAX. SLOPE URB a GUTTFR , 8. Obtain certificate ofcom Nance through and on -site inspection b NCDENR Erosion Control En p g p y Engineer. schedules shown below; however, it is recommended that a specialist. be consulted with attention given to site TYPICAL FILL SECTION e' A Contact person is Mr. Dan Sams 91.0 395-3900. Specific conditions. La10 2" i-2 BITUMINOUS CONCRETE 9. Remove temporary erosion control measures and stabilize these areas immediately. Permanent. erosion a. Cultivate area to a depth of 5 inches control measures shall remain. b. Apply agricultural time at the rate of 4000 lbs. per acre NTS c. Apply- 10-20-20 oommercial fertilizer at the rate of 500 lbs. per acre d. Sow grass seeds at the following rates: Band Rate Per Acre Common Bermuda Grass unbulled 251bs. ---�-'---'�--�, •�- �'-�, �' Intentionally left blank hulled 12 lbs- ° ❑ RIP -RAP DISSIPATION PAD 3 -� /- Pensacola Bahiagrass 50 lbs. 0 Korean Lespedeza 25 lbs- PROPOSEDFLARE / R 39'-0 Tall Fescue 30 lbs. ENDSECTION e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre- - - - R 20 0" f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per acre. 2. Where it is not possible to establish a permanent grass cover in a reasonably short period of time due to seasonal considerations, a temporary grass cover shall be established. The temporary cover shall include the PLAN VIEW j planting of annual grasses or small grains such as rye grass. Temporary covers shall not. eliminate the +' requirement for permanent grass cover. Where the season or other conditions are not suitable for growing a MEDIUM STONE DIA. d5o I PROPOSED PAVEMENT 29-0" 59-a' temporary erosion resistant cover, mulch may be applied; however, mulch used alone shall be for the shortest MAX STONE DIA. dmax time practical. A temporary or permanent vegetative cover shall be established as soon as conditions are SLOPE 0% F favorable. s•,,.- ;. �r,`Ff;. :3. Topsoil shall be used over unfavorable soil conditions for successful establishment of vegetative cover. UNDFFIAYSTONE APRON THICKNESS J WITH FILTER CLOTH 1 ; SECTION VIEW ° 4. Irrigate as necessary to optimize plant growth- /- OUTLET PROTECTION DETAIL �. NTS 0 d50 La 3Do W dmax Apron a>e:7/ Thickness--�..-_. (ft) (ft) (ft) (ft) (ft) (ft) -� 7)mn.10:23:14AM :23: Ate+: E.C. DETAIL SHT. ph 1 06D407.mcd All Rip -Rap at Pipe Outlets 0.4 12 6.00 14.00 0.60 0.90 Q a nn nn ��W� ��WW�� MICAL -D All Rip -Rap at Flumes 0.8 15 6.00 12.00 1.20 1.80 NTS This drawing is the property of HOUSTON and ASSOCIATES, P.A.and NOT RELEASED FOR CONSTRUCTION is not be reproduced in whole or in part without written permission from HOUSTON and ASSOCIATES, P.A. © Co pyright 2004 ALL RIGI !TS RESERVED CO J z D i` v w cc a H = Z ❑ O w Z w UZ I W n u< 8 w c � t n en is en M ' 7 V pN P� P o �J Qw � Q a a x O �o r Z I --I Z Q �o z � OZ ~ W ¢ a m 0 W CV cD I� Cot) O /1 0)W U) U) 1"L1 �l w t� U Z C Z -C I. L1 � o v 1 Z Z _O U) CV Zx m Q� o � U t2 - U) 0 C r` r U � � 4 Z m = CO O � N (D U) m :3 rn m -0 Z U JZ o CO ❑ ❑ U ti r-----'T.F,,,f.t4...��.,rwe.�in��'rS! s+�rcCl.•ir;-a , ' i �:.{ t J }'• � ! jt ,1'-I{ .y.{�l-;� i �, .;�. ,..f rt �it7. •� Tp PROJECT y / SITE Po4 :4 .A. 5303 / 17 VI( SCALI GR55ErTONM BRUNSWICK PLANTATION - NORTH ADDITION BR UNSWICK COUNTY, NORTH CAROLINA OVERALL STORMWATER PLAN E Q .N N SUMMARY OF APPROVED BUILT -UPON AREA R001FAY GROUPS ------------ No Existing Roads 0.00 AC. 0.00 AC. N ,?v co P� E)1%'!ING FACMMS No Existing Facilities -0.00 AC. O 0.00 AC. F--1 APPROVED DEVELOPMENT PROJECTS � --------------------- Z No Existing Developments -0.00 AC. 0.00 AC. ` Z 0 d S a4 H TOTAL APPROVED PROJECT BUA = 0.00 AC. C4 ^ Q z O NOTE: Total Appproved Project BUA is the total O of. Approved BUA's Roadway Groups, `Existing Fee iIite•s U and Approved Development ProtJects. Items listed U E- under Y the SL-rmary of Approved BUA's and items listed under E-+ 0-4 0 U Approved Development Projects are either previously 3 approaad or are under review for approval. z N - -- Z 1 m FUTURE DEVELOPMENT SUMMARY TABLE zz ROADWAY GR'.)UPS ------------ +North 8aiiour Drive 6.46 AC. M J *Court land Place 0.21 AC. 1�1 *Fordhom Pike 0.52 AC. *Chesterfic d Place 0.77 AC. *Wendover Floce 0-60 AC. *Pickens P:•,ce 0.65 AC. <, *Fulton Plc• e 0.31 AC. *Gwinnett r- -Ice 0.27 AC. *Oglethorpe Drive 1-23 AC. *Penningter Drive 1-15 AC. *Ackland P'7ce 0.70 AC- 12.87 AC. • FACHZMS **Cartpaths 4-75 AC. N r7 **+Halfway Hcuses 0-02 AC. (0 4.77 AC- s� * Includes adj(cent cul-de-sacs and loops. -paths, (�} � *+ Includes Car Sidewalks, and Walking Paths. r v i 1 *** Using 1 HeIfvay House = 20' x 50' ( 100 0 SF each) W CK r j L W In4) PROPOSED RESIDENTLIL DEVELOPMENTS W 0000 -------------------------- N PROPOSED APPROXIMATE PROPOSED PROPOSED �� z DEVELOPMENT LAND USE TRACT AREA BUILT -UPON BUILT -UPON TRACT SF=SNGLE FAMILY (AC.) AREA (AC.) AREA (SF) MF=MULTIFAMILY o SECTION 1 SF 8.57 3.67 160,000 (20 Lot. ® 8.000 SF/t-ot) U _W SECTION 2 SF 24.48 10.47 456,000 V 1 W L 0 (57 Lots ® 8,000 SF/Lot) Z SECTION 3 SF 60.66 16.87 735,000 (147 Lot ® 5,000 SF/Lot) / 111�� 1 1 , SECTION 4 SF 95.88 30.76 1.340,000 v 2 (268 Lot ® 5,000 SF/Lot) n SECTION 5 SF 15.52 6.61 288,000 06 Lot 4 8,000 SF/Lot) fn SECTION 6 MF 24 - 85 12.54 546,242 AMENITY RECREATION 2. 51 1 . 51 65 , 776 X CENTER ( n O 232.47 82.43 3,591,019 V 1 m �z d O TOT%L PROPOSED DEVELOPMENT BUA = 100.07 AC. 41 L TOTAL PROJECT AREA = 333.66 AC. MAXIMUM ALLOWABLE PROJECT BUILT -UPON AREA CAD 30% = 100.10 AC. APPROVED PROJECT SUILT-UPON AREA = 0.00 AC. REMAINING MAXIMUM 'ROJECT BUILT -UPON AREA = 100.10 AC. O TOTAL PROPOSED BULT-UPON PROJECT AREA = 100.07 AC. PROPOSED BUILT-jPON AREA = 29.99% RECEIVED OCT 15 m3 DW PROJ ,0:�)w1 d l UZ(0 APPROVm" NORTH CAROLINA EP;1': _'. • , L MANAGEMENT CC','-. _- -- DIVISION OF WATER (G ,A,ITY 06)--Ji4N-Zwq- 300 0 300 600 SCALE: 1 "=300' n `-t 0 OD 111) r- 0 = P 0 0 N Z a_ O I 0 1 CD Z W 0 M C 1 U U 0 O O +..• r+'r' r r :rr�• r r �. �s ;tr: T t t + s 'I1j, ,. „':I+, ' ' 'a r .,a r' .t i 1 •i4 rt' �j� i{{��r� 44r ►`I,i� :+l /li�t1 '� t+{��'�I�' t'��r aryl. I � ,•,', 57,:.,.,t„ :', ,. ,,.t• yr �:+., ,! '�5(i, rY, i,tt ,. 1 Y r 4v .�,�:' r 1 . TRANSITION AREA, NO CROWN, TIE TO GUTTER LINE AT INTERSECTION R/W RfW VARIES -1~�# SEAL WATER -TIGHT BETWEEN 6'-0"- . 1$`-0" VARIES 18'-0" U" MAX. SLOPE i.5 14'-0" 1.5' 15 14'-0" 1.5' 3:1 \ -__-_-_ __ •� '. .-.. .. . . . .'.. \ . . . . VALLEYGUTTER=.c .'. .'.'.'.'.'.'. _ ` \ '� CURB AND GUTTER ...... = < RIP -RAP PIPE AND CATCH BA51N - ---------------- T 1 RECAST CONCRETE TOP SHOULDER SHOULDER TIE TO 1" PER FOOT 1/4" PER FOOT 1" PER FOOT EXISTING_MIN-6:10PE _ \ _ i�q,�T �� B[1 GRADE TIE IN MIN. SLDPE ESEE ` \, SECTION B-B'� i ` 1"PEDESTALS 4 D-�� /,,"" CURB DETAILS \ i -- �:MAX. SLOPE COMPACTED SUBGRAD COMPACTED SUBGRADE ' NCRETE BRICK ��TYPICAL TYPICAL CUT SECTION POURED AND FILL SECTION 6" ABC 6"ABC \ MAX SLOPE 3:1 IOONCRETE I I ORMED IN PLACE 1 12" 1-2 BITUMINOUS CONCRETE 1 1/2" 1-2 BITUMINOUS CONCRETE \ •\ � _ j I �` ;I- OI 4n 1 DIVJDED ROADWAY—SECTLON SECTION A -A / NTS RIGHT ISOMETRIC A B Z PLANYIEW J TRANSITION AREA, NO CROWN, ':;.-:.IIP-SAP.:::'':':':':•;':'.::` i TIE TO GUTTER LINE AT INTERSECTION !.' f:•:•:• •'� MANHOLE FRAME AND COVER CAST IN TOP 0" ELEV. OF TOP . . OF CURB . . . . . . . T 5 NCRETE BRICK SLOP 5' LOP VALLEY GUTTER) A A + THROAT ELEV. 5 CRETE _—_------ g'_0" FORMED IN PLACE FORMED \ AS READ. R T-0" (3' ME .} (3` M1N.} ti HDPE PIPE A f PRECAST CONCRETE PLAN CURB ANd GUTTER SEE "STORM DRAIN DATA __------_ TABLE"FOR PIPE INVERT VALLEY GUTTER � I ELEVATIONS } _ - - _ _ - r�:;?:;:., ,•::;t TRANSITION i EDGE OF PAVEMENT F•:,._, r;::,•:.., :-::1 I:.:_ ;..: CRUSHED STONE •I ___�___________ ____ _____________ ___-_ r7�fir'ti�trwrti��7ftrir��yir��^�-�+kff•�•kri3r��tiTtl4� •t't7fw'rtiiry'�a4ri tir�tiy�•tia,,�!'?•'F %"ri7 f^r7'i �. _____ 'S�f wa\krt?1?\?\f katFlf\r\f\J.\Fti�F\4F\rlF1{l�+tifk�f l�f \�f\\?1{i?��F\fkr1F\J\!�f•iflf\rlkflFla\�+Yfti�r\�+\f1f F\Jti COMPACTED SUBGRADE Li � BECTIO�T � SECTI�?N�� CONCRETE FLUME SECTION A -A �S TYPICAL CURB-4NLET-CAT-C__H_BASIN TYPICAL. -SHEET INTERE_CON NTS NTS I B s0° SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN 1B. MAX. RGP PIPE SIZELO FIT PRFC��aC�X 45° MIN. PERIMETER=6.0'------------- MIN- AREA OPEN = 3.0' I ---- --- - PRECAST MAX. PIPE MAX. PIPE MAX. PIPE I BOX DIM SIZE @ 90" SIZE @ 680 SIZE 450 — I> 2' 18" 15" 12" PRECAST CONCRETE BOX 3' 30" 24" 18" 1 112" 1-2 BITUMINOUS PAVEMENT 50'-O" I q�+ r� r� 4' 36" 30" 24" 5' 48" 42° 30" 6' 60" 54" 36" i f4° PER 1=00-L ZMERMS3 6'-0" 1.5' 10'-O"-� 10'-0" 1.5' 6'-0" MAX. SLOPE 1 TIE TO PRECAST CONCRETE SUITABLE FOR 1120 TRAFFIC LOADING —' t------------J B ::• ...•.::• .:•.;.:;...;...:...:...:...:.::.::...:.::.::..:• .:• •.;..:• ............. MIN. SLOPE 1 ^ 1 FT. 114" ! Ff. 1/4" 1 FF. 1" ! Hr. EXISTING V PLAN_- - . - 6" ABC OR 9" STBC COMPACTED GRADE s:1 6:1 CAST TRON FRAME & GRATE SUITABLE f (95% STANDARD PROCTOR) FIE TO MIN. SLOPE FOR Nzo TRAFFIC LOADING MIN. FROM TOP OF CURB M CURB 2g MIN. FROM TOP OF U TO TOP OF PIPE _ _ EXISTING 3:1 1 TYPICAL CUT SECTION GRADE �-COMPACTED SUBGRADE PRECAST 22r� !1 - _ TO TOPGFfIPE ♦F\J1ftil\J1f41\J\F�J\l\J4f1J\f4ftif4f Ef\'\•: f J J ?, f f? f 1. ? F J J f r J f r J J r r 1 rtF f f• f r f f' - 1f\f4fYr\alflfLfir\f l41\fkF\f\f\aka\l\Jkl\l1fVf fta\f\f\f\fwf\fYf1a1f1f\f\f1f f4f\f '. • ••.'. •.-'.... •.. •. '.. •.. • •.. MAX. SLOPE c URB &GUTTER CONCRETE TDP ASRE(YD. . - . . .-• .'• .-•.. •-'' • .✓.tlk�J.4f\J\lk�s\ s�tir1;/\*f\J\43\�f\!L~f14f\fkfll\f�xf44f\�fYxflf\{�ayfha\l\fkakxJkf4l\tia\l\f4f\tea\�l\� .. .. .. .. .. .. .. .. .. ................. ..... .. .. . J.. /._ J_. f.. f.. f..f.... r� r• s• �E�.•J.41\F.1/d\f\J\lr\JJ. J1J. itJf�fr�/!t lti\F,rf�tifykJi\%y\1ti ••;•.-.-. .. •.i_. 6" ABC • PRECAST TOP COMPACTED SUB AS s�ryF': ::: -' " :::'::: ::: TYPICAL FILL SECTION I I "4�4JyJ1l4Jy\r1.V.1ryJ*J44J4J�J,4F�\/t41�\r44Jk\F*f4tiJ�r�\Fk\J�\� 1 1/2" 1-2 BITUMINOUS CONCRETE ASREQ'Q. AS EQ' . /3' MINI /3 1 l t I I / RCP UNDER ROADWAY .I AND HDPE FOR r I I PRECAST CONCRETE ; ; TYPICAL ROADWAY SE ON NON -TRAFFIC LOAD AREAS I F BOX I 1 I PA V M NT—D�L - -----CULVERT I I f I NTS I I I I NTS SEE PLANS FOR PIPE INVERT I I • . • . ELEVATIONS . . .• •_..-.•._-•...• ..... .... ,. E`_ ---� F- --� !•.•:.-•: {•_'I I::•.::: CRUSFEDSTONE WITHOUT PRECAST TOP WITH PRECAST TOP IF PRECAST BOX HAS TO BE LARGER THAN OUTSIDE BASE OF FRAME COMPACTED SUBGRADE AND GRATE, A PRECAST TOP SLAB WITH OPENING MUST BE USED ,SUi CTIO- B-•B SE(;TPON—A-A CATCH BASIN AND PIPE DATA TYPI-GAL-GRATE I� LET.C�ZC�i_BAIN NTS s R 10" � o 0 � B 3" 2 112" I a e71� 1 1/2 1-2 Io I-------� PRECASTCONGREr 10'I -------------- 711211 " ABC A A PLAN VIEW B PLAN FRAME MANHOLE E 1' -6'1 NOTES. RC ANDHDPE UNDFIR F OR AY I NON LOAD (3 FAR) 1. CONCRETE SHALL BE 3,000 P.S.I. -TRAFFIC 2. CONTRACTION JOINTS SHALL BE SPACED AT Oil NTERVALS_ AREAS (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) co SECTION A A SECTION B-B 3- FINSH ALL CONCRETE WITH CURING COMPOUND. SEE PLANS FOR PIPE INVERT ELEVATIONS TYPICAL METH O OF ENDING CUR.R AND C�r�J 0 TYPICAL CURB-&-G OTTER DETAIL ---' CV NTS � I I I CRUSHED STONE I NTSI------------------------; !-----------------------� is the property of r i PSTON and ASSOCIATES, Pnfrom D I� This t be reproduced is not be re roduced in whole or in art without written permission from A i L�-%1; L� COMPACTED SUBGRADE SECTION-"- SECTION A HOUSTON and ASSOCIATES, P.A. @Copyright 2005 -A ALL RIGHTS RESERVED NOT RELEASED FOR CONSTRUCTION S-TANDARD JUNCTION_ROX NTS N cq 1.4 Q�' z Z o;A: a U C O z ~ z Q71 w � F� V z O Q m z z � Q U co � co M = O m � � a� m E O T = M z3 Z U m D o ❑ ❑ U ti i,�I�I• ! { � , ' r r ICI I ,' �I +tax ;'�.fyi t fj,t • - .�,r �., ti ''ti S ', - d-� ` t.- / It ti. A. BURY THE TOP END OF THE JUTE STRIPS IN A �• • tr - TRENCH 4 INCHES OR MORE IN DEPTH. -_ - B. TAMP THE TRENCH FULL OF SOIL SECURE '! !/�• WITH ROW OF STAPLES, 10 INCH SPACING, �.' �.'.'.' ,y�lr% .'.' 41NCHES DOWN FROM TRENCH. :::: .:. '4' ,r//�/.�, :.' it sir QO %! : ESiSEiE• Sj'Sjj'•`ii ]Ei 0'-0" _��___TOP ELEVATION QFSTQRMWATER_T-__ ____- -_______T- N #5 WASHED 1 MAX. W ERQSJDN_CS)N�OL NARRA,_T1VE STONE �-•' M �:• .'. '.-.-. .:Y. : .:M. .. E. ovERFA C. OVERLAP - BURY UPPER END OF LOWER LL • • "A" "B". : ' .v.. ' ' ' ' '.','.'.' '.'.'. . . CHANNELSLQP 1 RIP -RAP A. PROJECT DESCRIPTION The subject project is part of Brunswick Plantation located in southwestern Brunswick County- The Brunswick Plantation North Addition is Overall Low Density STRIP AS IN AND OVERLAP END : OF TOP STRIP 4 INCHES AND STAPLE.� • • . • ' ' . ' ' -' : ::.:.: OR WIDTH OF VARIES an Y Development. The Brunswick Plantation North Addition will consist of 528 Single �'. :: ROADWAY:;;.'.'.'.•.'.•.•,. ABC PROPOSED STREET, Family Lots, Amenity Center, One Multi Tract, Golf Holes. The 25'-0' WHICHEVER IS an -Family and 8 . ...'.'. : GREATER SECTION VIEW project is located just North of the Existing Brunswick Plantation. D. EROSION STOP - FOLD OF JUTE BURIED IN `t .y. . SLIT TRENCH AND TAMPED, X. :. .i ' . ' ...: EXISTING SLOPES The Brunswick Plantation North Addition drains to the Cawcaw Canal. The Cawcaw DOUBLE ROW OF STAPLE ,. PLACE STAPLES 1.5 ' TO S FEET APART AS �. tr. REQUIRED TO KEEP THE JUTE FIRMLY ... 10' MIN. Canal is classified as C Sw accordin to the NCDEM "classification and Water g Standards." PRESSED INTO SOIL. 15'-0" NOTE: HEIGHT &WIDTH DETERMINED BY . �.�. - • • �� • �, ' ' . PLAN VIEW EXISTING TOPOGPHY AND Cutrent land use of the project area is woodland. SEDIMENT STORAGE REQUIRED TYPAL STAPLES ':�..... v N B. SOILS AND TERRAIN ' . ' .' . ' : , : #6 GAUGE WIRE e ' -� ' .......: EXISTING ROADWAY NEW CONSTRUCTION ¢ #5 WASHED STONE The roject area to be disturbed is slightly rolling and gradually slopes from P" Y g Y P 40' MSL SR 1305 the boundary to 25 ' o a rommatel at south project a PP Y P J Y approximately :: - - 5" MIN. 12" MIN. MSL at the Cawcaw Canal the north project boundary. The Soil Survey of Brunswick . 1.5" f.f`f "'""'f�'�'.• County indicates that the six most prominent soils within the project boundaries SECTION VIEW FRONT VIEW belong to the Goldsboro -Lynchburg -Rains Series- This series consists of moderately F. PRESS ENDS OF JUTE 41NCHES INTO THE SOIL drained to poorly drained Soils that have a loamy subsoil on uplands_) AROUND STRUCTURES AND STAPLE SECURELY. JUTE_T ATCHING-STARILIZAT_LON DETAIL ECK DAM DETAIL NTS C. EROSION CONTROL MEASURES NTS NTS The primary land disturbing activities for this project are related to construction of the roadways, installation and construction of storm drainage system, and installation INS-TALLATION QE-JIJ-TE_THAT-CEDLG IN -SALES s (see NOTe:s.1 of under ground utilities. To prevent sediment losses to off -site areas during and STEEL OR WOOD POST 12" STAY SPACING following construction the following measures shall be used: silt fencing seasonal ' WHERE APPLICABLE WOVEN WIRE FENCING AS REO'RD. gn (SEE NOTE #6.) ' grassing, construction entrance, inlet and outlet protection, and a proposed Vegetative SILT FENCE FABRIC SW ales. Jute thatching shall be used in stvales where the slope exceeds 0.015 (1.5%) MIN. 12112 GA. OUS EXTRA STRENGTH FABRIC OF NYLON,(50 9/1 IN. MIN.) SYNTHETIC POLYESTER OR ETHYLENE YARNS. INTERMEDIATE o Z FILL SLOPE SPECIFICATION GUIDE WIRE " -----_`-_-__-`_`� � 1 A. Preparing a channel and seeding: T __pxoN_ent meandering slope channel to center to confine low flows tothe i I channel where thatching will be laid GRADE 1 I I 7 1. Fertilization - Lime and fertilize as specified in Seeding Schedule". Lusk as needed but do not cult,inack. "MEN. COMPACTED FILL OVER SKIRT O ANCHORSKIRT WITH MIN 4" LONG a p WIRESTAPLES@12"O.C. A I I A l�ol�l�oo©© I 1 EROSION-CONTROL�xLi`NLj`RAL NOTES 2. Vegetative Sprigging Plant rass sprigs or similar material before the thatchin is put down. Spacings. for g gg p� FOR REPAIR OF SILT FENCE FAILURES, r �"j�^may USE 057 WASHED STONE IN LIEU OF F1[5 O©© j 1. All construction activities s-hall be performed in compliance with the Sedimentation planting may vary. Suggested maximum is 10 x 20 inches. COMPACTED FILL, 0 0 [] ©©L] z g Pollution Control Act of 1973. 3. Seedings - Split the the anplicatiQ11. Sow half the seed before placing the thatching. Plant the remaining half after the is laid. FRONT VIEW S I&XIEW I I TYP. U � j ma: I 2. All land disturbing activity is to be planned and conducted to limit exposure to the thatching B. LaNi ng th.e Tb at.chtnq: The thatching shall be laid on loose soil after all rocks, clods and sticks have been picked up 1. Install silt fences as shown on drawing and at locations necessary to control siltation of adjacent areas. 2. Where wood posts are used, they shall be a minimum a 3" in diameter and 6 In length. Posts shall be creosote or I I u- a _ _ _ _ _ _ i _ _ _ I Z Z n1- shortest feasible time. that would prevent contact. with the soil surface. pentachloropenol treated southern pine. 3 Where steel posts are used. they shall be 5' in length and be of the self fastener angfe type. I- N TREATED 2 X 4 POST & FRAME W T 3. All construction sites and severely eroded areas shall be stabilized by the 1. Start laying the thatching from the top of the channel and unroll down grade so that one edge of the strip coincides Woven Wire fencing where required (see Note # 6), shall conform to ASTM A116 for Class 3 galvanizing. Fabric shall 4' be a minimum of 30 wide and have a minimum cf 6 line wires with 12" stay spacing. The top and bottom wires shall establishment of a pellllanent ground cover. with the channel center. Lay a second strip parallel to the first on the other side of the, channel and allots a 2 inch be 1 o gauge, and intermediate wires shall be 12-1f2 gauge. Wire fabric Shall be fastened to wood posts with not less than#9 staples 1 112" long. overlap. If one roll of thatching does not extend the length of the channel, continue downhill with additional rolls. Filter fabric shall be of nylon, polyester, propylene or ethylene yarn with minimum strength of 30 Ib,hin. in., and a 5. minimum 85%filtering efficiency. Fabric shalicontam ultraviolet inhibitors and stabilizers. 4. As soon as all areas are permanently stabilized, all permanent measures have been Securing the Thatching - Bury- the top end of the jute strip in a trench 4 inches or more sleep. Tamp the trench full f filter fabric is used with a strength of 50 Ib.An. in. or greater, and the post spacing (5) does not exceed 6, woven 6. wire Fencing is not required. ptherxise, woven wire fencing is required, and post spacing shall not exceed 8'- �+7�+�� 7�T A �-�l�VIEW- +��-EC-+-+-ON A installed, and final approval is received by the Erosion Control Engineer, erosion 2, of soil. Reinforce with a rote of staples driven through the jute about 10 inches apart. Then staple the overlap in control temporary measures may be removed. the channel center. These staples should be 3 to 4 feet apart. The outside edges may be stapled similarly at any n time after the center has been. stapled. Closer stapling along the sides is required where concentrated water may TYPICAL CATCH BAr IN PR QTE CTIDA flow into the channel. 5. Over the life of the project, the Owner shall make periodic inspections to evaluate STANDARD TEMPORARY a. ILT FFCE NTS the suc,.ess in controlling erosion of soils to off -site areas. if areas are found where Where one roll of thatching ends and another roll begins, the end of the top strip overlaps the trench where the Q NTS erosion is taking place, the Owner shall take the necessary measures to remedy the upper end of the lower strip is buried. Blake the overlap at least. 4 inches and staple securely. situation. R/W RAIV Erosion Stops - At any point the thatching may be. folded for burning in slit trenches and secured as were the upper 3. ends. This checks water flow and erosion that may begin under the matting. It also gives improved tie -down. The procedure is recommended on steeper slopes and gentler slopes of sandy soil or areas subject to seepage. Spacings - VARIES of stops vary from 25 to 100 feet. Diversions - Where, diversion terraces outlet into the waterway, the outlet should be. protected with thatching used NOTES: 4. in the same manner as in the main channel. The thatching for the outlet is laid first so that thatching in the main channel will overlap the outlet strip. 1. Vigorous stand of permanent grass cover shall be established as soon as possible along the center line and banks of channel. Where banks cannot be adequately stabilized with vegetation, an artiflaa[ liner such as tT 18'-0" VARIES rip -rap shall be used to protect the banks. 2. Where slope of channel bottom exceeds 1.5%, jute thatching, or other effective channel lining material, as well MAX- SLOPE 1.5' 14'-0" 1.5 1.5 14'-0" 1.5 , LONSTRTC-TLO-N SE_QUENCCE '�`� Thatching - Soil Contact - Get contact: between thatching and soil by rolling at right angle after laying, stapling and as bermudagrass sod shall be used to protect channel center line to a paint 4' on each side of center, g;1 SHOULDER SHOULDER TIE TO 1" PER FOOT 5. seeding is complete. Perftwtcaatact-is.vital-t4_keep water flow over (see "Installation of Jute Thatching in swales.") 1J4•• PER FOOT 114" PER FOOT 1" PER FOOT MIN. SLOPE - -�� GIRAOE t:1 6.1 ) , 1. Obtain approval of Erosion Control Plan from NC,DEHNR Land Quality Section. Staples - Hairpin -shaped wire staples, number 8 gauge- 8 and 10 incites long have been used. The longer staples TIE TO MIN SLOPE EXISTING 6, are used in loose or wet soil. Wirstaples are better than wooden pegs because the staples can be driven flush with e. ''-'•-{stir * f4f•f- ' GRADE 3:1 SEE CURB DETAILS MAN SLOpE COMPACTED SUBGRAD COMPACTED SUBGRADE 2. In.sl:all construction entrance. the matting. Wooden pegs extend above the thatching and may catch trash that diverts water flow out of the .9.. r 1��'` TYPICAL CUT SECTION TYPNAL FILL SECTION " ABC 6" ABC thatch protected channel. Wooden pegs may also set up a damaging turbulence. `f`` sue.. „ f,ff f•f`f' 3. Install temporary silt fencing. ` .ti rk rti3• 1 MAX .`f�y..•i. �, r 1 ii1" I-2 BITUMINOUS CONCRETE i i%t" I-2 BITUMINOUS CONCRETE Inspection: After job completion, make sure the thatching is in contact with the soil at all places and the critical +;; 5• _ * 4• Clear and rub roadway areas. C. areas are securely stapled down- ]DIVIDED ROWAY SCTIO_ 1-1 NTS 5. Rough grade roadways and install storm drainage system, vegetative swales, and ponds. 501 7. 'rithin thirty days following final grading activities, seed and mulch disturbed areas which will not be built SEEINNi•''r- SEHED-UL.�i' TYPICAL VYME,TATIVE SWA E+ NTS 1.5' 10'-0" 10'-0" 15 '-0'r MAX SLOPE 3:1 TIE To upon. 8. Mavitain temporary erosion control measures until cover is established. MIN. SLOPE 1"! FT. 11! ° ! FT. 114 T FT. 1" 1 FT. EXISTING •- --� GRADE permanent ground All disturbed areas due U) construction and. any severely eroded. areas sball. be. stabilized yr the 6.1 61 TIE TO MIN. SLOPE 9. Obtain certificate of compliance through and on site inspection by NCUC,HNR Erosion Control Engineer. establishment of a permanent grass cover. The seed species shall be selected based on the ty-pe soil present, EXISTING TYPICAL CUT SECTION 3:1 L MPACTEDSUI3GRADE Contact person is Mr. Dan Sams, 910 395-3900- seasonal conditions and other considerations. As an alternative, the contractor may use the methods and GRADF MAX. SLOPE URB & GUTTER schedules shown below; however, it is recommended that a specialist, be consulted with attention given to site p g TYPICAL FILL SECTION �A 10- Remove temporary- erosion control measures and stabilize these areas immediately- Permanent erosion specific conditions. La 11Q1I-2elruMwouscoNcftETE control measures shall reniain- a. Cultivate area to a depth of 5 inchesOOADWaA,�ECTION b- Apply agricultural lime at the rate of 4000 lbs. per acre NTS c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre d- Sow grass seeds at the following rates: Kind Rate Per Acre Common Bermuda Grass unhulled 25 lbs. Intentionally left blank hulled 12 lbs. o M RIP -RAP DISSIPATION PAD 3: 0 Pensacola Bahiagrass 50 lbs. Korean Lespedeza 25 lbs. PROP oseDFLAA R 36-0 Tall Fescue 30 lbs. END SrzCMON rw e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre. R 20-a' f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per acre. 2. Where it is not possible to establish a permanent grass cover in a reasonably short period of tame due to PLAN VIEW seasonal considerations, a temporary grass rover shall be established. The temporary cover shall include the planting of annual grasses or small grains such as rye grass. Temporary covers shall not elinvnat:e the requirement for permanent grass cover. "here the season or other conditions are not suitable for growing a MEDIUM STONE DIA. d50 PROPOSED PAVEMENT 218'r temporary erosion resistant cover, mulch may be applied; however, mulch used alone shall be for the shortest MAX STONE DIA, dmax time practical. A temporary or permanent vegetative cover shall be established as soon as conditions are SLOPE 0% FLOW_ favorable. t.. t.. --�- ONOERLAY STONE APRON THICKNESS WITH FILTER CLOTH 3. 'Topsoil shall be used over unfavorable soil conditions for successful establishment of vegetative cover. SECTION VIEW R/W d. Irrigat:e as necessary to optimize plant gictwth. coQU- LET�ROTECTION-DETAIL NTS %_ 5(3 0 �•yJ0 L d51} La 3Do W dmax Apron Thickness (ft) fit) (ft) (ft) N (ft) F fl �J � � n � �� All Rip Rap at Pipe Outlets 0.4 12 6.00 14.00 0.60 0.90 TYPICAL.ACUI,DE-SAC - All Rip -Rap at Flumes 0.8 15 6.00 12.00 1,20 1.80 NTS This drawing is the property of HOUSTON and ASSOCIATES, P.A.and NOT RELEASED FOR CONSTRUCTION is not be reproduced in whole or in part without written permission from HOUSTON and ASSOCIATES, P.A. CQ Copyright 2003 ALL RIGHTS RESERVED N