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HomeMy WebLinkAboutHarvest Creek Subdivision Phase 10 & 11 X LEGEND L Limited Partnership a,` a ---SS--- PROPOSED SANITARY SEWER MAIN ; __ No. ® PROPOSED SANITARY SEWER MANH ----- -- --------------- ----------------------- ' �E-------------------- �- L� (4420) PROPOSED SPOT ELEVATION __ __ �FgFC p \ _________ _ ____________L ten,- PROPOSED DRAINAGE DIRECTION ----------------------------- --------- ----- ------------------ - --s --------------------- ---------- (DIRECTION r----------------- _{ISDR- --- te r' ------ -- ------ (DIRECTION OF DOWNHILL FLOW) --------- - -- ------------ ----------- --- - ----_ -----�---- - -------- ---- - _- ------ ---- - ----------- - -------- f 10 M- PROPOSED WATER MAIN I , � �'_ """ ""�• __' �_� - ' - � "� I I � --------- Sheet I ------------i~i-I ----- - - --- --- -- -)q PROPOSED FIRE HYDRANT r- �' ---- - �'` - - "��� �,•,e„_ 8 , 8_-T--��-� 8 8 8 8 8 1 8 o m - _ �"' 1 7 J LOT 1 I i I - --- _ T- T +$ 1 P4 PROPOSED WATER VALVE I ; ; 41 =_ 11e •d'' �" "°1e OPEN SPACE �// I \ I _ I i - m a PROPOSED STOP AND/OR STREET N E SIGN ; ' OT 1 _ " 1 LOT 19 I -- - a - - 089'21 25 ,�.31 --- p ~ i ~ T �uu�uu� PHASE LINE 1 i ^ - - --- -- I I I .00 W 66.00 67.00 .00 67.00 66.W 2 00 2.71 64.49 ^ --- - 1 - - q \ J I O I O 1 I O j - PROPERTY LINE 706 13 . Q PVI SYMBOL 1 ; 00. sal a Tog r .'� - c a. LOT 2 I LOT 18 I 111 -L ----- --------1*0-1 LO 2 �eo-sn"u acr•- 8 8�- 8 ^f- 8 8 8 S O�� I �'' _______ ' ' ' r SWALE I I � a. Gs's"' �^~ �_J 8- J �- �_ J a r ti9 -----J 1 ,' 1 � _ SS--- EXISTING SANITARY SEWER MAIN 9'2T06• ,0 00 6 00 6 00 00 6.00 6.11 s ' - I /- T'. 100.19 „ a r---- 1 0 -----� r-- 1 T 30 - 3 1 1 -T /' I ' I U $€ EXISTING SANITARY SEWER MANHOLE I ; ; ; L , LOT 17 LOT 8 1 LOT m -W EXISTING WATER MAIN ..�. �n. h 1321 , I i T I I 1 ll T EXISTING FIRE HYDRANT ; i 4. 67.7 67.87 6.87 67. 7. 7 67. 7 - 75. 112.79 1 / IF 1 g 4 EXISTING WATER VALVE ; - S 1 1 , $ E e _ c l _ v to � ao m e o 29 zg 4 ; 1 ! LOT 7 I LOT 9 11 LOT OT MM �o� x off- N g , LOT 16 n 089'27'oC+� � 1- ' F- SN�g� 5$�8 ''8'- Q8~ 8p fop F 8p gS� 8 08125 -� i n ;il L-BLI�JVf�- � Z-----� i � - ' I 100.1 g J gg OJ 25 O T5- J of OJ --O J J 1 _____ MERA I 1 LO 5 74.00 69.18 68.68 68.68 68.68 68.r�r 68.68 r 60. 2.31 8 LO to LOT 28 LOT 5 1 LOT 15 (01, A 1 LOT 10 1 1 a 27'os 4 N \ € 10016o°i �o °° rs F- o r �o S� or 27 I\ >--;� ---- 1 LO w j tfn) '- 88 0g go p S o vg p g LOT ' --- J I•. ' ... k �' J v�i- vmi J ,e°D� J ^ J ,� -+ o LOT 6 I 1 1 v ___-�__-_-_-____ _�4 I P 9 9 69 49 69 49 69 49 49 0 75 p79 + I 1 1 1 I ~ 16 75 1 10675 -- I i I LOT ' 1 O !�----- 1 1 -----I- LO 1 - --- r a _ Q L N 7 I 1 I _ J tt 4'p2 8 1 1f I i i I LOT 16 1 I I I a, -� e 1 1 ono5 os 1 s261 25 - ___ i I LOT 13 ^a / L----- I 1 1 a LOT�1 T 22 LOT 1 LOT 22 OT 1 LOT 8 N LOT 1 L g 1 1 1 / I A- 1 I 1 w sew+»uu4[� 8 O14�0 1 it - 1 I LOT 15 1 LOT 17 1 089'2' • 100.05 a 1 100.UJ 98.43 ^ ^ 091133 083'3807 4 1 " --/-----r �� 14 089 089'2106 08977 0 8� �• �� �'r OT 2 21 8 L LOT 21 8 LO 2 0 L 7 LOT 2 e o 1� 1 LOT N 104.31 105.03 9 11 \' \\ ! RR\ I O 00.05 a 100.05 I00.05 ^ 100.05 `�, I E O O 100.13 09113 33 083'38'07' Qj 2 p4RK pccD t�V I - E Z 089 27'O6' 0892r06 009*2r06' r a o,, u LO LOT 0 8 LQQL�T��Q LOT 3 LOT 6 ,- 1 P 0Z510� I LOT 19 osszros' /"' /4 E no 11466 o � \O��E� _M�FEN\' PARK/OPEN SPACE PAR C S I , 100.05 100.05 t 0 pie y %CORRIDOR BETWEEN LOTS N 11e�"�" _ " 100.12 11333 08218'24 t _ - ^ o852TO6' 89'17b6'^ ^ o89�T06 Y7f. LOT 5 LOT 4 LOj LOT 20 +1 n old - ' OT 1 T 19 8 LOT ;;; O ; ; � �:J IL-- o o •Y11�dP �� 11 \ 11 \ i �iit1 niI �/� r4 .11 00.0500�0`` 100.05 ti^ 100.05LOT 21 T 089.27'06 9'27'0, o o89R7' NAGS EASEMENT 12 j 2\ 1 1 ; LOT 18 T 18 g OT 5 _ _� I I I 9 2)'0 o _.- :#=____:-__ 39 75\16 0� 1 Z \ I{' L 100.11 c 09113'33" 082' .o 11159 \ C/ �-"7 1 L V 2 I I OT u l ^ 00.05 100.05 " 1" ^ ..."+".�.' u'' G 0 �u o O� 20 //1 1 \ + u m ul ASS �O e bj9 \3 \\ "� \\ � i -�- LOT 6 1 PGG P 5\�59 \ 1� 1 Ldn23 I i o +I o go o O( e 11" 19 ` LOj li;'i ei Z I I L ^ � 5• �y\D �� �Q � � \ Iql nl a' w I i i i ^ 1 92Y06' 08927'06' 08927'O6 �' "'' C1\ S`� 1 6 1 \ \ +1 III o 1 OPEN SPP4)[PARK CCESS CORRIDOR 100.09 ' OT 1 8 LOT 7 ' LOT 16 8 LOT 7 L0� Q i \_ LOT 24 -�}NI N J FFiy BETW�Et� TOTS 5, 6, 17 AND 18 LOT - 1 T06' i 089'2T 2TO6' u " 08971'O6' o OB ° e;; SQPFN N 59 \ �� \ \\ �' LOT 25 OT 9 LOT 8 " �; QEN gE� PARK `� r q5\ q r \ 1 S u o o ,u o \ LP 1 \ LO -----`'hi n' O GENERAL NOTES OVERALL PLAN AND GRADING/DRAINAGE PLAN SCALE: 1'-80' 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWISS 5TH EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH EDITION MARCH 2O04. 111T DRAWING LIST 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL VICINITY MAP BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN CITY OF BOZEMAN ENGINEERING DEPARTMENT. A82.0 - SANITARY SEWER MAIN PLAN & PROFILE (JOHN DEERE STREET AND DURHAM AVENUE) L. r C-'3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE I AB3.0 - WATER MAIN PLAN & PROFILE (NEW HOLLAND DRIVE AND HARMON WAY) ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT 1 AB3.1 - WATER MAIN PLAN & PROFILE (SPRINGBROOK AVENUE AND CATERPILLAR STREET) AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE ' -1 �- AB3.2 - WATER MAIN PLAN & PROFILE (JOHN DEERE STREET AND DURHAM AVENUE) WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 1 I 1 AB4.0 - ROAD AND STORM SEWER PLAN & PROFILE (NEW HOLLAND DRIVE AND HARMON WAY) VJ f ; ; ; AB4.1 - ROAD AND STORM SEWER PLAN & PROFILE (SPRINGBROOK AVENUE AND CATERPILLAR STREET) a a. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. __ AB4.2 - ROAD AND STORM SEWER PLAN & PROFILE (JOHN DEERE STREET AND DURHAM AVENUE) -� f , 8 'r,• i •-, i AB4.3 - ROAD AND STORM SEWER PLAN & PROFILE (OAK STREET) ' 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING I AB5.0 - DETAIL SHEET Q AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. K r I 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. Scale In Peet yli Drawing Date: 1127105 1 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. 60 0 60 - 9 & BENCHMARK: FIRE HYDRANT p 807 LOCATED AT EMILY DICKINSON SCHOOL 18 0 18 I� 1r..• ; w.w st. '0©E 1`.- N ELEVATION = 4750.29 'STAMPED FLANGE BOLT, CITY OF BOZEMAN DATUM Scale In A/etere S 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES, 1 4L 1 o ro i 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. ' 1: ' - 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY of BOZEMAN'S WATER SUPPLY 8 SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. NOT TO SCALE AS BUILT 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT $ CONNECTION POINTS. L/27/05 #04176 0 �'MOYI�NK: o - o i� `� M o o M o ARROW BOLT ON H o r- o >- o 0 0 o o E1EV=4739.43 O oo� oo ~O oo ~O ~O oo � o � o � ~O o O n J O O J O J O J O J O J O 75 00 67 00 66 00 67.00 .00 67.00 6 .0 47BMT ON YDRANT 65.11 5 N0 11 -0 � Ln o �. Sheet 2 of 10 08" 4. 0 67.87 1 67.87 67.87 67. 7. 7 67. 7 75.00ID 1 o C CD Cv Cp a a O o o o ~ o F 000CN� o F- p F- � o po ooF- ono oo o -� o0o O oo � O o0o J Mo OJ rn O °° o_ Qp no � 00 � o O 112. o$� o CD- 74.00 69.18 68.68 68.68 68.68 68.fj 68.68 60.0 .72.31 LOT CK 4 U 744.58 FEET O _ N o p N o m N o m S N N N r� O M O M O O O O W N Maio po oo F- � o ~ o ~ o ~ po ~ � o o L 0 0 o O o o O o rn o O m o O o O o O ^ of o v ` O Q ! N - ro - O> �a w I zA pa � 0 0 4" SEWER SERVICES LT RT y 0+52.48 0+50 1+21.3 1+17.8 1+ .3 1+85.8 2+54.3 2+ .3 Pam. 3+2121.3 3+1919.3 .�. 3+87.3 3+89.6 W 4+54.3 4+57.5 �!XN r6 5+20.3 5+25.4 41 5+87.3 5+93.3 4� 4' SEWER SERVICES py' �P 6+53.3 6+51.3 i� LT RT mod` DURHAM AVENUE 1�3 Al ryyy ��? 7+21.3 0'L 0ybw 7+40.6 10' k1y9�►F` 8+41.3 9+04.5 9+69.3 1 Jry+?°k17 g +°tagA JOHN DEERE STREET10+00 P OPOSED - 10Sn, GRADE [� 4740 l�l ° 15 ST SEWM FL=47 .33 FL=4733 80 J� ERME) o 0 0 b o o ° 0 166.23 LF 8" SDR-35 VC SS O 3 309% '^ _ 473 0 ° o 371.12 LF 8" 35 PVC SS O 0.401X v, a 388.82 LF 8" SOR- 5 PVC SS 40 0.597% DATUM ELEV 4725.00 - -- A uA 1l O 10 T O cC N O1 ^ ^ °� °° of of ai of of cv Drauring Date: 1/27/05 M M M M M M M M M M M M M M �' 5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 10+00 9+00 8+00 SANITARY SEWER MAIN PLAN AND PROFILE A B Z O AB2.0 SCALE: (1"=50'- HHORIZONTAL)(1"=5'-0' VERTICAL) g AS BUU-T S 1/27/W t #04176 c5 O p co O 00 : 1 0 o r an I I N O�J 0 op N O o c°Oo O o t-,m OoOo v o c � � rnrnv o 65. 0 65. 0, 7 . 5 7 72. 65. 0 ; 6 . 0 65. 0 k= _ + I' I Sheet 3 of fO _ rQ i I i O m m I C m). 0 70. 0 70. 0 70. 0 0. 0 74. 0 "- 100. 100.05 r p r r LOT O o O o o o CD 00 o O I L T 11 I -� 03 I � o C W 06 ' >3 • 'p cD p•i i�c0 O W O �r� ,; O 000'28'26" o� odl ;I� o Jo 100.02 rn m o o - - LOT 8 �• 70. 0 cn %' 70. 0 ���74 70. 0 � 70. 0 � 74 9 A 4 �g== - O '�'---' � 000'00'28" �- - 100.01 Z S O =- o L T 7 70. 0 7 . 0 70. 0 70. 0 70. 0 74. 8 x d r 359'3 '30' a o � po o CC) ��� " . o O o O CD 100.000 L�-1 O� Orn I (1 T c� 48 0 1 3/4' WATER SERVICES O'�G05 P�"S LT RT S PJP 18+04.1 7+87.1 18+69.1 18+57 �GPPOP�' PJ�Q. 660' y� P•C2' 19+34.1 19+27 �l Sti J •CT�• S•l°`L 19+99.1 19+97 20+67.7 20+69 Q J b } 22+00 'p4•l�Ct� r�6° py�S�O S~o1' PQ 00' •C�Oa'• I+q +68.5 , 4° YGy�ePtiO°ti �1 ° �Q ° °G oG S�Gti�D Seto �1 Sh• S°0' P01• 23+35.5 +0 PP0�J�F'R w°a° ,'` Gp'f�. •Ct' ' EGS'p� PPP�a pr°. ,Q�.S x .{..•l '� a 0 Q' 1 k Q O 'CT' O ,1 �pPFc.4OP4`',a°' 23+ 24+6363.5 q`.�O.6-P 'J`'O y{'o' y°'. 0 S '� +A'� ,�P�-P �`,`p.�,�,,�E+' �� P•hPc 1"^ [[�J��.5 xA�� QS•�Q'PF. 066 °k ��yO,�f' 1 '�'S1°' ,, U'Pt °y�P'R'�t° .�. GQF. ,� /`•y G�P�00 25+30 `Y\5'�P3` P'�PpSJ °�' 1,xS1 �P •�c,,G� ��+6 �G GeP°P��S� S }9A °SPS �1.•�P`� �I S N411 EW HOLLAND DRIVE 9GPQ4� O 166 t 6�0 •c ti� 1 S� S ? 1h• O 1O 0 S w0tP HARMON WAY QP IX�yC2°\Z GPS•CPP .hC�,pO`��.� 60 � 1 4740 ,� EXIST. 8^yy D GRADElb ------ EXI 71NG GRADE AYA 1 SEWER 1x ,� •� ,`O•° _ 4750 F I'SEVEP t -- a 4 5.71 ? p�o G po PO ----- 1 INSTALLED ' THICK x 4 ;� O 05 3/4' WATER SERVICES - - x 8 RIGID INSULATION ,o O 5' ST SEWER ryA0 LT RT -47 .62 0 5+03.9 5+06.1 '�- _ EXISnryG GRADE PROSE GRADE 5+73.9 5+76.1 2.70 �= 1 - 4730 s+a3.s 6+46.1 1 7+13.9 7+16.1 __ z 7+86 7+88.3 816 F OF 8' CL SS 51 DIP WATER MAIN - - _ _- - 4740 Un W _ 390 L OF 8' CLA 51 DIP TER MAIN O 1 4 36 82ER V1 �!'S£NER SERNCE - - cRosyrres frm 1 _ INSTALLED 4' THICK x a' --- �_ x 8' RIGID INSULATION FL=23.70 n � � ao � ��. - � � CONTRACTOR9 -TO VERI 'n '"1 n cv - - - --�'�!- - - i1 o ao v ao 'n r� ao u� �apo �p dM - a Lo r1 M M M _. FL=33.23 ^ ^ ^ ^ ^ ^ e' SE R MAIN Drawing Date: 1/27/05 a a a v 5+00 6+00 7+00 8+00 7+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 2 WATER MAIN AND PROFILE WATER MAIN PLAN AND PROFILE AB3.0 SCALE: (1'=50'-0' HORIZONTAL)(1'=5'-O' VERTICAL) 3.0 A83.0 SCALE; (1'=50'-0'HORIZONTAL)(1'=5'-0' VERTICAL) AS BUILT 1/2'7/05 #04176 -- - ---- N Sheet 4 of 10 cm o - o -i o 0 0 l o I -088'27 O6" V ♦ N f II N oc_n oo i V o -� N o oo CN N c� 0O °° t\ oM `� � m o I I 4 v 00� C" cD CD o N o N cr � I 100.16 M o 00 o o F- � o ~ moo ~ o ~ o o ~ � �~ o o U, /'� rn N LOT 6 o p o o O o o O o o O rn o 0 rn o O � o O o0 o O r o J o f ` 00I'13' CK 7 4 3 ---4' N o � J cD -i J � � � � � � � J � � � � e o ca ).00 70.00 70.00 70.00 0 70.00 5 - 1 .16 r` 75E 69 49 69 49 69149 69 49 49 60 00 75 0 II w r o r lrn� o �� E, - rn gga- O o O O o O p oo o �tR r L SS`E alp o co-i ID00 o p o sh �56'.67 - J�----'F --- a o o o J o�� 0 3 - - +- --o 0 0 0 0 0 ` o J o C,4 o '- N o �"� cli ilm 1 _ nwn.0 ). 0 70. 0 i 70. 0 70. 0 70. 70 00 ; 7 Ba aN HYORANr - 1 - 100.05 .0 _ _ _ 1 J 92.61 & 7 5 4742.37 FEET LOT 1 ^ 1 1 ,� 1 =_ === == ==€= = OT 1 OT 22 LOT 1 OT 22 OT 8 LOT o o v �* ARROW BOLT ON HYDRANTARIC `_ o ^ 8DE ^ ElEV=4744.80 FEET - ARROW BOLT ON HYDRANT-, 0 100.05 .43 A- - 08 '2 ' 00.05 aEv=4�u. -- -_ - -- 7 06 089.27 0 091 3 3 083'38'07 - --- - -- --- -- = 65. 65. 0 65. 0 ' 7 . t 4 - 08 089'27 06 ! 1 J a nT 7 ts p 1r r- r- r- L7 3 Z I w I c C w W w f� a`" cn rn w v ` oo o p, V Aw cD l� n 1.160 o a Q O 2 60 GP 1 ry6 P�P�•CZ�J�°O 3 ryh•�.pyC•+P�P°� �JP21� ��0� W SPRINGBROOK AVENUE -X ppp ,R-� 3/4• WATER SERVICES (� , P��6y Ory / LT --t RT 60 O 1+98 yl p`L0 q1' ,,tiq•°�.�oea 1p �k ry�yy 7�• O.�Q' 'CZ•0.y'o6 QJ O. �` +0p� �Jp 2+71 QJ p. ,i,"•�' y?F. O 6 F• 61 Jy .�2•QO O .Cj' Tab• 0�' 4Z' 34+10 'CZ•'p 1 ,O% A 4750 ry o ry�tiNo 'F�oP�p d°iF' y �� `Ocy doh' +10 o��'��P°e. ° `'yc� ��•°°�y�o'� 1��' 0° '' y1 Jy` �. a+48.8 y y�orye 3�� PROPO OQ yc s+a8.e D GRADE `L 6+18.3 Ox ,` 0. ;�.VP� � 6PFPG 6+87.7 O �i.� ° Q Q 7+52.4 GRADE O.l O 1 9• 9• S O Yii 6+19.8 �• Z k 0PS } 'Tw'I O -4742.00 5' ST SEWE 3/4' WATER SERVCES ,x y1P,�P .��;+0 Jpr� a y,R'P -T- LT RT y yry•O '��GPI 4 y CATERPILLAR STREET Ex15. 8" NSTALLE 4" THICK 1 18+05.8 18+91.1 �x 1 •00 - - ° 4740 _ - x 8 RT71RSULATMN ,o - 18+75.8 19+56.1 ?y o_�`5''� 1" --- 19+45.8 20+21.1 ,x6 t'�`�� 20+15.8 20+90.7 ?�i� OPO GRADE FL-39.0 -.._1 - 1 s'SEW SER 20+88.2 GRADE 4740 rl = r� FL=35.08 =34.55 =4735.4 VJ 16 391 LF OF CLASS 51 DIP WATER AIN lr SE MAIN INST LLED 4' THI x4'x8• FL-473 . a 1 iv oo N I() Of 00 M 00 M OO -- in - .o} _ n n n r 1 1 _ - � v DATUM ELEV FL-3 75 --- 882.8 LF 8' CI ASS 51 DIP WATER MAIN - _ 4730.00 n 8 - R MAIN ,o co N C. n �n ao rn o o Drnvring Date: //27/05 17+00 18+00 19+00 20+00 21+00 oo M FL=47 .23 a g v v c14 c-li v i m WATER MAIN PLAN AND PROFILE n n p AB3.1 SCALE: (1•=50'-0' HORIZONTAL)(1'=5'-O'VERTICAL) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 �. WATER MAIN PLAN AND PROFILE A83.1 SCALE: (1•=50'-0'HORIZONTAL)(1'=5'-0' VERTICAL) AS BUILT 1/27/OLS #04176 Sheet 5 of 10 Ic, c uO m .� n o cn M cn OCT r�� L�� 'N"� o U-) ,,;� "''� M M ,\��`QJ d i-� od oM i� oM i� o � oM i� o M i� o ~ %� M o O Q'�Q�• .c ARROW BOLT(IN H :- off :- oo � food o o �' o o '� Q -E q�� ElEV=4739.43 p o 2 p o p o p p o p o p o '- O O O J O O J O J O J O - - 75 00 67100 66,00 67 00 .00 6 .00 6 .0 BOLT 01 T 6 .11 5 9 n 9 o-i- -- - - VIA - - - -- -�' 0 67.87 67.87 6 A 7 67. 7.87 67. 7 75.00 � nr o N o o r' o fl ) m o N oo Io m En o o N 0 1, g CDcD I- � o o o F- mo o 000 o oo � o DC �g M Q o r L T 1 N OT 20 LOT p� r.o co co co FR R FR F Fn nn..,w .." 7� it I t Z o r rn 000 o Q ul N �- c.,, -�� o N 1oo.oa o c�oo� x A 3 _ P14 o L Vic, 9 g r - 5 _ g 00 00 r ro ro 0 0?5 g9 41 °sue O -�� g o O o P - N N N N °�, •--4 N LO 0 c.31 ;S t 60'} 3/4" WATER SERVICES y,0?G,�Q 3/4" WATER SERVICES w yt 016 LT RT F-F QJ� LT RT 1- QJ°' - O •CZ�P 4+89.5 4+64.7 •� ry� W z CZ'2 0+68.5 0+66 �, y p 1+39.5 1+37 �JPQO ���Q PP •�cG� J�i°p40 5+55.3 5+32.2 ♦� O 2+06 2+04.2 6+20.7 6+01.7 '�' �y 4. y�O 2+72.5 2+74.5 .try J •t G.�JPQ G y P� 6+87.7 6+71.8 •Ct' '• O ,p �. •O y h 4. J .�O Q- J�� �Jp40 3+39 3+40.9 <Z'F,�• 'p y,�,Pp �4. 7+40.8 JOP`,``,��p Oa.y+P�7 1�'.��0�0•lP GyQ'�iQ''G .�cQQ�J FpG'yV'��'�O .. 4+05.5 4+08.4 0 ' 8+7.4 O J� 4+72 4+76.3 8+72.1 5+38.5 5+44.2 9+34.6 X1, VJ 6+05 6+08.1 yl O`L �. +0 P?O�a�"wS 20 Jy ,� A� PC�al pit,{'•y`L .+6 P� y 9+85.9 q p O JP �• 0 �'� ► Q-�O. �O P� G y ,+9�Q'�y�4'4�?° 10+14.5 �` O Py `Lp 05 •��3�'•1��� °/y P PO ryy 6+71 6+75.6 QJ O. °+• � y O 'C 'S' �P 0� 0'. a 0 '� '� F. '� •� P Px'� ry`�7+33Oki'�yO�PyP,�4. 060� •CtO' .yhry�OQ��' •C�y�0'gO.O� fy3'J�i O,'p x1 P�� xh2' �. G•�Q'? O .� •Ct' ��o yx y�P"a J`o•Ory { �x �Py� x� Py�J`'Q o6° DURHAM AVENUE y``�� y�Jy� °�•*PPP ��"ry°. ,F �Qr3�r� zo �y� \�y�J , �P � 0•p. 0� C� JOHN DEERE STREET �"y�O� .°�+�°e-o0'P? ��' �c�' �. � 4 4750 �y p',�•cr�0 y 0�Qt�&60'� 9��P•` 6 y� ,fix•y� �•lP - ° � �G 6p} ,4��edy Q Ory 47 0 P GRADE 15" ST SE R PROPOSED4742.2C (� FL V EXISTIN GRADE INSTA D 4" THI x 4' x 8' 1 IGID INSLILA ON 7n 740 7L� I � I I 15" ST -- - -- 17 FL-4733 FL- .85 r� x 8T RIGID NS LA ON 4 .-38.66 _ FL=33. 47 - _ __ _ FL-36.54 U �_ �. 6.00 _-''-_"- - - 8' SS MAIN FL-34.ffi 7 5.88 LF OF " CLASS 51 DIP WATER WAIN 8" SAS FL_29'u `29•7 587.4 LF 8" CLASS 51 DIP WA R MAIN FL=4731.09 FL-33.33 - 'ATUM ELEV 4725.00 n o n o ,n rn N co O M Drawing Date: 1/27/OS N r �O�ppf N �!'1 r pOppp �D pOp N d t0 10 r <O fO d d 04 M Yam) M M M M M M M M M K1 M r7 M M r r r r r r r r r r r r r r r r r r r r r r r r r r r r d d d d d d d d d a d d 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 A B 3 2 WATER MAIN PLAN AND PROFILE ■ (1)WATER MAIN PLAN AND PROFILE AB3.2 SCALE: (1"=50'-0" HORIZONTAL)(i"=5'-O'VERTICAL) A.S• BUII.T AB3.2 L- 7/06 SCALE (1'=50'-0"HORIZONTAL)(1"=5'-O" VERTICAL) �J04176 ---- ilk o � O - w w : _ > I � CD o S o o .i o cn O co p: :� o O o O o O o p V Nz O !J O N -� N O N O I ,t rn rn N � � 31 CD CD cn o ? o n o N o I 4 cB IO 5. 65. 0 65. 0 �75'� O+ ?. 65. 0 6 0 : 5.00 65. 0 ; 7 . 7j sheet s of 10 _ C N N I C 70.60 70.00 0. 0 70. O 0. 0 74. 0 . I r �a" r 10. 100.05 5� �-� E 0 o� o o _ o $,2 I Z D o �o o o -� co o N oo D o 0 0 4 i i i; m� c m la N O N O :�c r-� r-� 'A� Z rn.. m 8 � oo � oo � Rp O p+ 001.'�' c Z NEW HOLLAND DRIVE o {v o 0 o a �� LO co REM Vm 9 N� W 0. 0 _�- O 70. 0 70.00 74.29 9 _ 000'0 a�'�F ` 476 100 0- 0 0 70. 0 70.00 70. 0 ' 4. 8 x'� ,a ,1rycg 1 cR0 O o00 O I c_�O o O O - r - 100 el, ���a .`' o a o I N o o _{ n o I n O �47 ra a �. Z EXISTING ADE _1.3 4740 1.026X EXI TING Gg,�E -C.508% -i s27X - - .493% PROPOSED 257.4 IF 15• SDR- 5 EXIS71N GRADE GRADE PVC STORMSEWER O 0 859% 210.1 LF 1 ' SDR-35 P STORM SEI VER O 0.4529 Q. - 4730 - L �6; �� �� �lo N� a cN ^� a o �M �� �� �N ^� �c �L �o no - �� �7Qoo �� �:� rn� cr "q 5+00 6+00 7+00 8+00 w nj O IV-- 17+00 i Of co M aci M ^'^ M 10 �"�'' M� M N7 O CENTERLINE ROAD PLAN AND PROFILE 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 ^ + , CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE 1J�1 A84.0 SCALE: (1'=50'-0 HORIZONTAL)(1'=5'-0- VERTICAL) �71 0ccd�� Jy O� h•10 Fd�P �Jy PPo\Jy p9Jy �'� . O , ♦ 'c `1 1� `� ``� s 'e .} oy 5�°' HARMON WAY s NEW HOLLAND DRIVE 4750 Ca 1`0. J y 1 �i 9k `L`' 1k' a / k •`1; w •`' t`' ,� �Q0 -1.37 % ryx ,�' , �' .�1.1,3,. x.�1• J ,� , 1A, '� ��°�� °y°hoa� ti�o� tip, 7tiq !s, 6��, xtio �C}r -1.384 4740 y, Iy 0 4. y -1.023% 1 yx p`1 -1,496 e -1.0257 -1.508%1 -1.0 % ti -0. 43% xy� °° 0d ter° y -1.508X -D 4740q�y 5m S� ,1h °►`p'l �O �d QPJ QS J 11h�w1 � d?I �yJ Ki �'®F1 'Lg y10 tih 1, �. d? �J p,`/ ? x1�•��J hP�6 �' `oQ' Drawing Date: 1/27/05 a x°7�jY, k1� y y�1 y� , 4730DATUM V 3 1.DO FLEV co ?1 , apt ,1. O 4735.60 1 �0°�J° o �1^i°' �� 6�, bry`1k1�1 ry� �yx14�q ry`O ak1 Ox�G� x 10��,aw1 4? ,a � AB4.0 s 17+00 18+00 19+00 20+00 21+00 22+00 23+00 ti� 24+00 25+00 26+00 5+00 6+00 7+00 8+00 TOP OF LEFT AND RIGHT CURB PROFILE 0 TOP OF LEFT AND RIGHT CURB PROFILE ��T $ AB4.0 SCALE: (1'=50'-0' HORIZONTAL)(1'=5'-0' VERTICAL) AB4.0 SCALE: (1•=50'-O'HORIZONTAL)(1•=5'-0•VERTICAL) #04176 C7 -68�'27'06" v. . . 11. o o cD o o c�F I 100.16 - mo 000 00 0 ~ � o o � o ooF- oo o ri o v a o F- � o ~ :moo o o � o 00 0 00 o o f L cr J o oCD V o N o LO ii rA�dh v�sr Rew o o Q o o Q rn o O a o O o O 00 o O o f o f cn n rn - Ln aoi �' p m N smIAH J �w') o-J o J oo J r�-1 J M J J �' 8 0 o Sheet 7 of f 0 001113' CK 7 359'( 1 1 .16 75 69 49 : 69 49 69 49 , 69 49 49 .60 00 75 00 100 70.00 70.00 70.00 4.53 10( m e 0 70.00 �' ° 1-1 O o O o F o6 ,rn r o r o L m - -� -+ J-- +F--f-- -i � 34: 1tre e fr7-�K - -- C) QT � 0 1 O oo O� O co o O o$R r a O -'t om► o 0 -� N o n o g 'Q o °° �n J � oCUM � o r Wo (3, N o � -Io 358; E u 1� 1� N U] � wsnHc � HYDRANT - 1 __ ____ 100.05 .05 __ _-_ __ 1 92.61 � � 0 m�E oeAo & 101 4742.37 FEET o OT 2 LOT 1 N - LOT 22 �, LOT 1 ' LOT 8 � LOT o F 6 i 0 70. o t 1, 70. 0 70 70. 70.00 7 n LC LOT 1 *ARROW ear ON HYDRANT o "- -- BENCHMARK: 11 ^ UV-4744.80 FEET 089'2 ' 100.05 ARRow BOLT ON HYDRART 10 100.05 98.43 U w �--fir -� F1EV=4744 -- -- - K 0 358' 14 89' 089'27 06 9'27 06 089'27 0 091'13 3 0 0810( 3'T8'07 I 3 �` W 01 65. 65. 0 65. 0 7 . LC 1-0 ! - P� r r o CZ) r n r 7 p rnw v 00 L p l0� n 1 u 1.160 357' Nx h�ti � ` '1PRINGBR AVENUE � �"y 1}y�~��*d �, a CID N 1h561 \rah Qe p.y'1• '�`-� `/ ~ •l Mh6,,h '%��0 O x�•q x��G C>J1 ry kry. bx Cia J� ,1x p'J0 1�1 U LLI ♦ x b P 1 CQ 6 '� 4• �a1 �"�"h� r1 (/] O CATERPILLAR STREET off' x� o arc` ° ryc� 503% ry y.06 , �d�,�1�t\ x� PROPOSED GRADE 0.504% ry` ° `r 0.504 _ 0. 06% ,1x1 d w1 �`6 1ybx�'6 4740 _ Twc_cRADE c y 6 1 x�,4F O 257 5 LF 15" -35 -1 235 4 .9 LF 15" S R-35 19.-LF 15 OR-35 SEWER7 VV.j05X--- varFTT+�1 PVC TORM SEWS O 0.219V STORM SE R 00.4041 EXIS NG GRADE AOE - e wu QI 4TUM ELEV 3 .6 LF 15 R-35 PVC 4730.00 m �Wp v rn n I� M a0 �� OO•f O�j �N O O^ �S O N N_S �n N E �N u')rj-f oo Of p ID pN p O)N r+) W p :"7 00 n M OD K'1 M M M M M M cV N�j (V�y cV cV rj r7 M W to "' ^^ n r ,�^ ^'"� ^ r ^ ^ v `t•y' r-^ a' v^ ^ n v� �� v"1 MM N� av �a � � vim^ a^� v,^a v� �^� ^.rn �,� `� Vr 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 18+00 19+00 20+00 21+00 CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE O AB4.1 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-0"VERTICAL) QCENTERLINE ROAD PLAN AND PROFILE A84.1 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTCAL) O�J�' 0 4-1 5�h5 Ie r d QCdi 1 1h k1� 0 Bpi' 1'S 'l �1 O �y ,► SPRINGBROOK AVENUE P .1 1� 4" o h 4750 x - `' a6 �1 0 AN o ryh ati Sry' 3a' ti h 8 4�1 1 d 1 CATERPILLAR STREET �• �eG o�'� G 0.50% � 0.50% 1.9 4740 0.50% % Jy- -1.2359,' - 8 09; ` �•� Jy 0.50% - - 0.51 0.51 h .y5 pS1' O�J`' Q-YOJZ d? `J�' QS jr" 1 TUM ELEV -0. 0 % 0 S1^wL d?p 2Pr �a� ?� Q J 21/ J1 , Q� 1Ory '�DATUM ELEVe 4740.00 5 �� �' 473500 d 6 � d1`� } ryh ry. 1r p x Sti P, Mryb t' ,1h Q1 Z g p cp of o 1a. 1,5ryh p,� P yry?S `r 6x"`6 1}�41r 9 �,4�15 any' 0.�' 0x•°,4�0` i1 y1•,gR1 h1� hQ-O► P `1 k1'A x`3' h'J°�' 11i 9 1�ry nx rox 9••4,'" "� 1' , v Dravri Date: 1127105 ng 18+00 19+00 20+00 21+00 �1 a1'P�m`''410+0 �c x 6,J5,1+OOr�o ry�oG 2+00 3+01 �°�xryG 4+00 5+00 6+00 7+00 8+00 O� TOP OF LEFT AND RIGHT CURB PROFILE ax o� G h 1 �� �`afOP OF LEFT AND RIGHT CURB PROFILE A84.1 SCALE: (1"=50'-0'HORIZONTAL)(1"=5'-0• VERTICAL) 6,,6�,.>,d AB4.1 SCALE: (1"=50'-0"HORIZONTAL)(1'=5'-0" VERTICAL) A B 4 8 rAS BIUMT 1/27/w0.5 #04176 _era �.y( _ _ I- �o�o� N d o o M o M M o M o r•`) ,,,� M o M ram- M o ~O �'S��`• .0 o ARROW BOLT ON H o = o - Oo o r oo o F--- o o F- o J ELEV=4739.43 O ~O o p o p � p o O o -- O o O o O o o J O J O J J J J 59 c0 INST NEW ARK oN TYP.)AS 00 67,.00 6 .0 ARROW BOLT aN YOR T 6 .11 ! C0aj 7Do N0 °617 00 66 00 67.00 v=474 o) °' Sheet 8 of 10 K t _ Mt i T +0�.0 11 - N 74. 0 167.87 1 67.87 67.87 67. b7. 7 167.87 75.00 �3 o) > E O _ - (fl d cD O� Q1CD Cn E .p C3! N co °N° � o o � o 'n C, � � � � N o o � g� Is 0 00 ~ C-) pig (a o0o I- � o H CD oo moo 00CD ~O o �0 CD 0 o I �f z � o F- o 0 0 rno � o� � r � � I p� �' o� - r.o r.o co ao RR C� / RR RR Fn nrti.. .. 77 it T I !11 1 7J - r` c III mCD N v L T 1 N OT 20 J L W CD q -6� 8'G, rn o CD `' N o� L L OO l 100.00 co so OD OM OEH�O B STINCr� ( J,, �fi� c: .^ 5^ v� 00 L 00 r r o04 57 5 v� �y y o - 0�OL o p c o Q a y^ ^ JOHN DEERE STREET x°ry d ,r` o�,^°�' p �' 00 cND 461 �E,x7ry ,oQ���• ky nF 4740 �1�1 °x 0. t.t 3% hxry^ URHAM AVENUE - 60x��' a" 4750 -- �1., I y Jd� kry1� -0.63X 22.47 LF 1 ' SDR-35 VC snNc GR --- -0.801 STORM SE R O 0.401 4730 - -1.114X c`� Oo ExlsnN �,�� 38 LF 15' DR-35 PVC '0.745 STORM EWER O 0.459% 4740 1 M 1� O 'A �A O 'f) O r- 'A O N O Of 'A N n S r N O n Cl N N < c0 r �O O ^N �O -rp co C6 ao MI6 rn 6 of of o �6. ryes axa ,4y� ra�•a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0^^�'�9 ye^ •y ��eo,���`�ry �T� �-I -i CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE axryyv��'4° A84.2 SCALE: (1'=50'-0'HORIZONTAL) 0'VERTICAL) ��GQ�k�` F� �+ 'A O cq 'n� O� tO g 'A N �00 N N <G le O M dN• .,cau e +00 5+00 6+00 7+00 8+00 9+00 10+00 ,y 3 CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE FFWF�I�II GJPO AB4.2 SCALE: (1'=50'-0' HORIZONTAL)(1'=5'-0-VERTICAL) �J J ���`^�•��°^ .�'�s JOHN DEERS STREET ^�c�tiheP° 475o y��jq^°� - d DURHAM AVENUE x �• d o h h ^ ��° d° ^`,,�}^ -0.80,; ° ^ d 4 4 0.50 - �� -0.801X e � s -1.09 X 1.1.142 0 .57X QP°Jy 0.509% 0.500% _ d a 0.677% 1.119% LSD h 4740 ^y s - \Jy - �z 8 J`' h�• e� y �' �� ^? ^Y P�ky4� �' 2���ry Drawing Date: 1/27/05 DATUM ELEVa � _ ^ �� .EV "^ i -4* 47.:j� _�v x�0•�c�')6 1k�,� ) ^xky.4' 9x� ,'.�^k�'p °j 511 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 4+00 5+00 6+00 7+00 8+00 9+00 1 A B 42 ,y TOP OF LEFT AND RIGHT CURB PROFILE TOP OF LEFT AND RIGHT CURB PROFILE AS BUILTJ g °x•C� AB SCALE: (1'=50'-0'HORIZONTAL)(1-=5'-0' VERTICAL) 1/27/05 �1Q4176 $ AB4.2 SCALE: (1'=50'-0'HORIZONTAL)(1'=5'-0' VERTICAL) --- PROIADED pTY STANDARD - - -____. _- 7i0 PARKM-AN%IME•SONS ON y wLp I� LW-aOTN WES OF aAK SIR£FT(T1P_j______ _________________ -_--- -._____________________ _______________________ ------------ ._ EI0.lI�dAIU--- ------------ -- - - - - -- -----------------------------------Co.e.STD.-DRG No.agar -T- c' -------------------------- --- ---- _- ----- - ----------------- ---------------------- -------------- - - ---- - ------------- - --- -- - - N -- - - --- ,Tj -----a-- - - --- -- ML57AIlED JD• _ Ik • DEAD 90V hT MLID tlTY STAID ________________________________________________________ _______ ____________ _________ ___ _______________________ ______________ -_________ ______ _____________________________________________ ________ ____ -____-_ _______ --- Rem +or,N.nc SPILL TIRE LENGTH p� s�cw.rro i sort ."o nu=uc NO -- -- _-- _---- - -- --- -- - - _ xol 3R� CROSS SLO-P&ENTIRE WIDTH=TYP. - - _-I- - 2' _- - --- �-�-- '------N--- -- --------- -------- - ------- !�----------- Oak - _ 0 1n o 0 8 8 we• la P"arrwc o r.wr(xc d " s% - --- ----� r----- --9 --- -- -T d Al l m 34.32 1a_SOR-35_ SEWER 0.750%SLOPE --_- OPEN SPACE -- r sneers D ro 1 _._ _.__ __ INSTALLED 280 LF 18• - -STdiM SEWER O 01< II(^ DETENTION POND ' T 1 �.i f �^ i --DEIEN ON POND 80P 4732.12 Ili,. AILED 280 LF 18•SDR-35 SEWER O OR OP _ 4090 SQ FT O MID DEPTH LOT I m LOT 1 _ __'_°"° '_ _•ND DEPTH '-- INS AILED NEW STORLL MANHOLE I I __- 4-1-SIDE ROPE _BOP-47321��1. L O 1 III O SLOPE _ -___==- __==-_=_- __-= 089.21'25" R4L=47 it 850.31 MIA �m s 0 00 .00 .00 66.00 67.00 .00 67.00 66.00 72.00 112.71 64.49 N8 E4740OAK STREET •" + 1x � � , ° 1�� EXISTING GF ADE N TAL LED ICK x 4' x RIGID IN INSU ATION 26 LF 18• SDR 35 PVC 260 LF 18 SDR-35 P 4730 - - 9 ST M SEWER 0.001 STORM WER O 0. 7S 7O6 LFRM 8" SDR-35 VC _ rn N LA r` rn o v 12" WATER AIN�„ STOR SEWER O .286x 2 LF 21" SDR-35 PVC 0p STORM SEWER O 0.25% `� `�i n rn M M Fl 6" I.50 TION 8• WATER MAIN a r°Q '� r+�i rT FL=4728.50 FL= 727.62 n 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 B+Q�ry 9+00 FL-4725.02 10+00 11+00 STORM SEWER MAIN PLAN AND PROFILE ti x A84.3 SCALE: (1•=50'-0"HORIZONTAL) (1"=5'-0" VERTICAL) ry,�, `1.yh,Sy'> �S ry60, ryroy 1.yh 1 k � �x�3•,ys\h�.,�L� ��y���Ck1h`1` GQr� �O/QI c�N6 OAK STREET 4740 0.578 �� PROPOSED ADE -0. 2R IGH P NT ELEV = 4737.81 p -- HIGH POWT STA - Ext rNG PVI STA = 17+ 5.20 PIA LEV = 4727.89 w 45.53 LF 12• SDR-35 PVC 19.9 LF 18• SDR 35 PVC a SEWER MAI STORM EWER 0 0.5 5% ST SEWER O 0.553x FL 4726.40 .D. _ -1.0 r 52.Q0' vc T LO V = 4735 60.00' VC 1 4730 00 POINT STk 22+13F69 PM STA = 22+15.27 v '� PVI ELEV 4735.43 + + W `i > K = 48.64 a• ATER MAIN CAI I+i 1 i V LAJ LA w m FL 4723.65 DATUM ELEV 0 'co, N� N^ LAp a0 t0 N /0 N ^� 04Opp 4720.00 Go r- In 23+00 22+00 21+00 5 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 A6ZCENTERLINED ROAD(AND STORM SEWER PLAN AND PROFILE 60.00' VC HIGH POINT ELEV = 4738.90 e° x�fi►�*k `10 ow1S�� + co + M HIGH POINT STA = 17+25.14 ps 1. 03 x PVI STA - 17+25 e N 1ii Pill ELEV = 4738.98 x OAK STREET > > A.D. _ -1.03 o`�Dk1P' �� xd5 0.519. w m K = 8.31 4740 �. a 0.512 g HIGH POIN ELEV = 4 37.76 60.00' VC 0.502 HIGH POINT STA = 17 25.14+ + PVI S A = 17+2 `� a x PVI EL V = 4737. 4 Drawing pate: r/27/05 11 All DATUM ELEV w m m 47 0.00 ,6 (1 4730 1p ti7x` 23+ 0 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 p� 13+00 A B 4.3 s �x TOP OF LEFT AND RIGHT CURB PROFILE AS BUII,.I $ AB4.3 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) ]/27/1105 y k04176 NOTE: SEE SHEET C1.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS EASEMENT ML STREM EXCEPT FOR OM$TRW EASEMENT EASEMENT LINE LINE LINE 0M 87RM EASEMENT EXISTING GRADE EXISTING GRADE E1aSTp/G GRADE NE 30' 30' 30' 30' ' A'•1 5' 6.5• 17.5' 17.5' 6.5' 5' 1 1. 5 B 16 16' _ 14' , INSTALL 4-OF 3/4- ROAD MIX 1' OVER COMPACTED SUBGRADE 3%SLOPE 7x SLOPE 1/4T�1111T'S V 1 4' 3%SLOPE(TO SOUTH) 1 4' (2)TYPICAL DETENTION POND DETAIL (2)TRAIL CROSS SECTION __T AB5.0 SCALE: NTS AB5.0 SCALE: NTSNTS 3'BITUMINOUS ASPHALT 3'ASPHALT CONCRETE PROVIDE SPILL g1R8 SURFACE COURSE 77w-77' a1 7/2 MINUS SURFACE COURSE 3-OF 1 1/2-MMiUS Sheet 1'0 of 1'D GRAVEL BASE COURSE 6'OF 1 1 2 MINUS GRAVEL BASE COURSE 6' GRAVEL 1 1 MINUS / UNDER CURB AND GUTTER CRUSHED GAVEL BASE UNDER CURB AND GUTTER GRAVEL BASE COURSE (J m COURSE OVER 9'OF OVER 9'PIT RUN C m m p 6'MINUS PIT RUN < COMPACTED SUBGRADE C COMPACTED SUBGRADET rt - m >N> - c�i 3 o IFCO 714 OVERFLOW GRATE i NOIIM -_24• --SL H=5 SLOT WDT .51' 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 RESIDENTIAL DRIVEWAY APPROACH. !€ PA A llel II[Nil 2. SIDEWALK AS PER C.O.B. STD. DWG.02529-10 AND 02529-11. TOP POND BERM 3. FER nUZING AND SEWING AS PER C.O.B. SPEC.0222A a) 5 (TOPSOIUNG 8 SEEDING ON CUT dl FILL AREAS ON C ElE1M1w4733.82 PROPERTY SIDE OF SIDEWALK) -�w 4 -18'OUTLET PIPE 4, GEOTE%TILE FABRIC WILL BE USED DEPENDING ON 91E C ') R 4'R I L W y�v t'wANI CONDITIONS AS REWIRED BY ENGINEER, '.IT�ow' 1,5' FABRICATED STEII 1Y .. • .. • .• 15'HIGH x24'UDE o gaa • • .A •. T r m MET GRATE d --FL OUT=4732.12 �-9• 4A ;.' '• 75" 3 TYPICAL STREET SECTIONS 4.• .•: DOT.POND -0-0-0 ELEM•473212 85.0 SCALE: NTS 0 0 0 0 0 0 0 0 0 000 0 0 0 000 CRUSHED GRAVEL O O O O O O O O O O O O O O O O O O O O O O O O O O O C) O BASE - S. MIN. O O O O O O O O O O O O O O O O O O O O O O O O 0 0,0 O Ci , •' �` C/] SUB-BASE COURSE FI -5 AS REWIRED WO \\ ....--��,�_ 40"DIA. ^� NQr6. 48"DIA w ,,UMPACTED SUBGRADE 4'THICX PRECAST CONCRETE Iy/}�'.�/�� /W I. SuedraM or w..tours.compoction MaN conform to eectlon 02230(M.PW.SPece., 1996 W.) ��OUTLET CONTROL STRUCTURE 2. Conti-ti-owt, haN a vpa.d m 10•k,t«.ae and,non have a minknum d,Dth at 3/4"ana mnimvm.lam or 1/tf. 5 poruion plot ma4rlpl.IqN M plawa a1 as P.C.s,PT.s,curl,returns and of rot mors mon 300'Int-Is. TM s.panikm mot oball extent tlwoagn the fWI depth of thw avb orb g„tt.r. AB5.0 SCALE: NTS O s. No Caro and gune,anal w Pp wlthout a final lam,Insp.tlon by w wr City Eng4 °r hle..pr..«,tatn,..contra.ends w ClIm u-4000. I R = 15' 6. CneNea gravel eoee eiwll mwet the requlnment,of Ssetpn 02235(MPW SPECS. 19"W.) For cure one gutter repkicii~t project,.w d rock mar M u,ed far me gravelA.M.e. n CONCRETE CURB AND GUTTER DETAIL A.--Bilia OF A-I AB5.0 SCALE: NTS Pr 0 C.0.8. STD. DWG. N0. 02528-1 B - Frame and cover to be eitherm BLACK Cord No. 52441, MCI 305 frame, ' t'(n►•) _J 305A c ver, or IFCO 772 frae, 772-B cover. Covers shall have � r7' 1' pick holes. I Mlp9y FMyR C' Adjustable rings, NOTE: NI joints between manhole sections, manhole ring top section, and around sewer pipe into manhole shall be t>5 Mgt J y spply�X(M3 . -�24'- watertight. Jointing material shall be"Ram-Nek' or equal 95' f for all joints except between sewer pipe and manhole wall. •' � �,~� •n1 O �aw a ne we ra •r 1 1 2-p ry^J 5"y., 5 1�i' rR �•1� C R 4-� T / BC+MB MIB / vAlrs L Y Precast reinforced concrete manhole riser C K and eccentric cone top manufactured 7 r?eel. t.5' 16" re steps at accordance with ASTM designation C-478. 4.sea 16' centers coNCRETE sesAr� a 6. Fpr Ins r I 9 Grout invert to epdrglins Fleur. Z If pipe a dap bn-I4 NOTE,CONCRETE FOR PEDESTRIAN RAMPS +oM O O O prg-;a,o,Ith.n 1/a THE RATE OF 1 1/FIBER LOSH if S OF�ERST 'kUSHED GRAVEL O O O O O O O O O O PER CY OF CONCRETE r BASE - r MIN. O O O O O O O O O O O O 1� IFe`/yl I O O O O O O O O O O O •SUB-BASE COURSE .. �.�, ' RB1Y�-I 5'-0' - 12' AS REQUIRED '- -" � � P OF CUR B I Variable 4' D„ .. 1R,NNSfIIaN TOO vSIDOR A SIDEWALK (min s- a Q COMPACTED SUBGRADEB SnNI-sbpa I' per I 5'SIDEWALK 5 NO UP I 3 towara cn°nnel see LANDING FLOW UNE 5.5" MOE" y tv t1p^"OI�ai1 Flexible osketed joint (typical J �-VARIES SECTION B-B 1. Subdroae a base oaunw compoawn moll conform I,esctbn 02230(WI W.Spea.. 1996 ae.) �.�� 9 1 (YPl NO UP l{{.--���9.5' 2. Conlroctlon pint,.tell w plaoea at 10'Ints-.orb coati n-a minimum depth of 3/4"one mpirwn wpm a 1/8", I for precast bases - see detail) �I tyo sN'- NO SO&E r/lk 3. 1/Y wponsbn boa m°leri°I Yell w pbcea al all PC.,,P.T.s,cure nfume and at rot mars than 300'IntwvII, The VJ sxpanspn malerfal,MN extend ihagh tM fW depth of ew curl,and gutter. A 4. No cure oM gutter NoX w pkeua without a eml form pqw tl by tw CRY Engineer or Me npeeentativa - 5. ConorW Nat w Ckwe 11-4000- e. CruNW gn,wl ww shsa-me rqulnm,nh of SecOon 022M(MPw SPECS,1996 b.) F-cart one Channel die. of pipe woeo gutttw rwpppmsnd Pmpcts.waeMd.a k may w aced Iar tw grovel Bose. -- snow.veora 4" CONCRETE a,W sa nw r 2 1?aaluseP r_' RAMP r G VEL BASE ` w /1 Precast or poured-in-place base. SECTION A-A V Poured-in-place base, minimum SPILL CURB AND GUTTER DETAIL r c 64 bars - 1'-0" c-c 8oncrete thickness below pipe Is NO SCALE inches. Precast lose, minimum 5'-4' die. thickness is 6 inches. All hoses SECTION C-C (min.) reinforced as shown. CONSTRUCTION NOTES: ND SCALE Radlus el 1. Standard opplles to new construction,with m .curb R-15'.and min 5.5'boule nt.. ^'°^hole }. Stomim anoint pletea Man b.be rnnetrucfed'' tYox of ap,ewam ramp.. An.r„aeee pcalions pemdtled ardr apon city FsgkweY.approwl. 4. Ramp wiOU snail M 5•minimum. Chan a 1'per f 5. Saewal4 croe,-epees Noll rot sxceW 2%. Cnerlyde to/W - depth _ = NOTE: Storm drain manholes shall < r not hove formed channels and the W° °f a lowest pipe invert shall be 9" higher PEDESTRIAN RAMP W than bottom of manhole. ABS'O SCALE: NTS C.O.B.STD.DWG.No.02529-8 SECTION A-A a Dratting Date: I/27105 rl-' SANITARY SEWER MANHOLE AB5.0 SCALE: NTS C.0.8. STD. DWG. NO. 02722-1 m AB5.0 AS BUILT � l/27/06 #04176