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HomeMy WebLinkAboutHarvest Creek Subdivision Phase 8 & 9 n P�jq�� �� 'I x �� ; %CORRIDOR BETWEEN LOTS N 11 A LEGEND Yi� ( oo { LOT"5 LOT 4°i �01 72 �0, 10 LOT 20 ---SS--- PROPOSED SANITARY SEWER MAIN LOT 4 LOT 19 rofi • Y LOT 19 T 4 _ I' I - - I aY 1,.MARK A. Y y ..c e N $ _ '•ate•'. _ i r-- - i" x' c0 �i CHANDLER PROPOSED SANITARY SEWER MANHOLE " d'L� x + _F, YL��uw�l r•• �O 9 u' ® � -_ q �- r. "} Ley. , LOT 21 h ii'' o No 1�51�9E8�� y •(H.20) PROPOSED SPOT ELEVATION Cl In o ' - ` CV rM F p��" Fi AINAGE L MENT+..$ ��y�A)� �0 21�-J _- �9 , _ �-_��4 n�; Z ��a�'��/ v +-"�Tfok1;>k "S /� I" Ni >�Cf S1Ev�y1', PROPOSED DRAINAGE DIRECTION LOT 5 {-'�•` LOT 18 YLOT 5 Ir' 1+.L01�18 OT I ���r' ���;��=_� S�7t T > J0 � � -Y_ � �L,(DIRECTION OF DOWNHILL FLOW) I o ° �� Y l"'( 1j - `'- L i ' L(��L2 -w- PROPOSED WATER MAIN - - ..�N�.• r•�•A a'�r• "�"•�" _•�JaaA EL\0� _�,;i Sheet 1 0f 22 LOT 6U w __ t _ Gp� \a L iJ J � P; - PROPOSED FIRE HYDRANT "J ^� - �,,,, aNMDY�Y-Yy°L,°""�"" ct,SS r1� �'� LGM23 �i tD D4 PROPOSED WATER VALVE •• m LOT 17 a•LOT 6 LOT 17 LVx PGL 11 P S UeM AOIn AII W NW P�� 6. \ 1g - ) \ `3 -- i i' Ol C ^ �° PROPOSED STOP AND/OR STREET NAME SIGN uc.tU �c,�ep�S�` Gp��\� v0 _ - ` \ + r -1' Ni o C �YY YY�YYY� PHASE LINE - - SQP��\' LOT 24 OPEN SPACE/PARK ACCESS CORRIDOR SOT 16 LOT 7 LOT 16 LOT 7 E���l� P�� P�� �0� 6 p ii _ D 0 PROPERTY LINE BETWEEN LOTS 5, 6, 17 AND 18 LOT 8 QP`��•�S0\ "1 �Oj �� t' 'j n, ► PVI SYMBOL T \ \ -- -- h u C QpG LOT 25 " nl °0 m - -------- SWALE C\S �1� _ r LOT 15 LOT 8 LOT 15 LOT 8 pQE 0E PARK ` LO EXISTING SANITARY SEWER MAIN LOT 9 n t -- eur a xm•NYt _ f;�yt EXISTING SANITARY SEWER MANHOLE lev-.mx rat - -= l OT 26 I1 w v _ U J� EXISTING WATER MAIN 7-4 fl EXISTING FIRE HYDRANT LOT 10 LOT 14 LOT 9 LOT 14 LOT 9 d + VIC r Q _ � t I O 1 27 EXISTING WATER VALVE . - NSF a w rev-nsau rm ___ EXISTING PROPERTY CORNER 5/8 INCH REBAR WITH 1 1/4 INCH LOT 11 LOT 13 LOT 10 LOT 13 LOT TO' PLASTIC CAP MARKED(C&H #9518ES) - - - 0.' LOT 28 h r- v+ O _ s t t 1 ,AA'•80.Ow - Ol1 q`ti 00" r0a12 �.So- �1 LOT 12 LOT 1 o- 00 LOT 1 x; a -- - - _ co ^ syps tD ) a QA Y S 1- s0 I Q7 G CP no O O O O O O O O 1A1L\ t "1 00 LOT 7 \\\\�\\\\ �A7 B r� 16OS -- - CC 0 o In 78LI 0 F+y 0 0 0 0 0 o s � Loy CIS W A lid VOA i6W'VGs• U) u ! ( I 0 0 1 0 0 0 0 0 0 o r l a e N"tl 1 3 1♦I ' J J O O � �I � J J -1J J 1-0O J J ; B� i y �\ � I1tl N1t �O T r' 1` 10 N BLOCK 3+) ,�,�' 031 L WZ OVERALL PLAN AND GRADING/DRAINAGE PLAN Q SCALE: 1-=80' f� 0 DRAWING LIST GENERAL NOTES AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN O 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS FIFTH AB2.0 - SANITARY SEWER PLAN & PROFILE (ANNIE STREET) EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS FIFTH lv AB2.1 - SANITARY SEWER PLAN & PROFILE (FARMALL STREET) EDITION. MARCH 2O04. AB2.2 - SANITARY SEWER PLAN & PROFILE (CATERPILLAR STREET) 2, NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL VICINITY NAAF= AB2.3 - SANITARY SEWER PLAN & PROFILE (HARMON WAY) BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE AB2.4 - SANITARY SEWER PLAN & PROFILE (SPRINGBROOK AVENUE) CITY OF BOZEMAN ENGINEERING DEPARTMENT. �_____� AB2.5 - SANITARY SEWER PLAN & PROFILE (DURHAM AVENUE) 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE r AB3.0 - WATER PLAN & PROFILE (ANNIE STREET) ''ww A83.1 - WATER PLAN & PROFILE (FARMALL STREET) rv^` ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT r VI _ _ AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE ',,...e, , II ' 1 AB3.2 - WATER PLAN & PROFILE (NEW HOLLAND DRIVE) WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY * THE ENGINEER. - t A83.3 - WATER PLAN & PROFILE (SPRINGBROOK AVENUE) 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE AB3.4 WATER PLAN & PROFILE (HARMON WAY, DURHAM AVENUE) AND DETAILS a BEGINNING OF CONSTRUCTION. `+„"` •T'* h' ' AB4.0 - ROAD AND STORM SEWER PLAN & PROFILE (ANNIE STREET) A84.1 RIGHT AND LEFT CURB PLAN & PROFILE (ANNIE STREET) • ~ $ 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING _-- M•^• AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. ..:e - '� A84.2 - ROAD AND STORM SEWER PLAN & PROFILE (FARMALL STREET) 8 AB4.3 - RIGHT AND LEFT CURB PLAN & PROFILE (FARMALL STREET) Drawing Date: 1/27/05 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. Scale /n Feet 60 0 60 A -„,,,- e AB4.4 - ROAD AND STORM SEWER PLAN & PROFILE (NEW HOLLAND DRIVE) 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. • AB4.5 - RIGHT AND LEFT CURB PLAN & PROFILE (NEW HOLLAND DRIVE) 0 8. BENCHMARK. FIRE HYDRANT N 807 LOCATED AT EMILY DICKINSON SCHOOL 18 0 18 - AB4.6 - ROAD AND STORM SEWER PLAN & PROFILE (SPRINGBROOK AVENUE) 9 ELEVATION = 4750.29 "STAMPED FLANGE BOLT", CITY OF BOZEMAN DATUM Scale /n A(etere A84.7 - RIGHT AND LEFT CURB PLAN & PROFILE (SPRINGBROOK AVENUE) A B 1.0 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. _ - AB4.8 - ROAD PLAN & PROFILE (HARMON WAY) 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. Ii A64.9 - ROAD PLAN & PROFILE (DURHAM AVENUE) & EASTERN STORM SEWER PLAN & PROFILE 11 ANY EXISTING NE VALVES WHICH N CONTROL THE CITY OF ONLY. WATER SUPPLY NOT TO SCALE AS BUILT SHALL OPERATEDBY 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT CONNECTION POINTS. 3 .3 0 `o o - - o GPI O O Q0 Li 00 Q N 00 I II IS - _- - O O O O G I O O O O O O O t ARROW OLT ON HYDRAcr' �' - - 5L20 -- J J J J J v L,- J J A }2 t 3 5� �ELEV=4 .1 FEET -1 /X C✓' - Sheet 2 of 22 I 1 , 1�k6 CD ----------- -----------------------L I ...... 129 Do CK' ARROW T ON HYDRA T 1-' �RROW B T ON H ANT ` I- F- f- ELEV=4j 58 FEES - -� m'u� o o Y=475 EEO i O CD 0 �.. O O rJ CD c� J .} fo J J J J �r, J J J R } % i:�.y% - N B C R ?5 � .� 64.04 6 0 1 591( o C � - -- - 1- Q �� �O - sec �I f Q .L - OCR 0 0 ' - Lc) +' O o . W f� � � r-- r F- i 9 00 ! , N, cn 777­ 1 1 II BLOCK 30 , 11� PLAN VIEW SCALE: 1•=50' 4' SEWER SERVICES - - LT RT Q\ 0+50 0+48.2 1+15 1+13.1 Its 1+74 1+73.1 2+50 2+48.1 OD 3+40 3+38.1 4+15 4+13.1 r� 4+81.4 4+73.1 yJ 5+47.7 5+37.7 6+ 7.7 6+02.2 6+77.7 6+66.8 �y 7+65.2 7+5.1 91.4 y�! ��Z� G�� ry ti, ,y,'L ,�: 91.4 0+36 9+641 11+11.4 10+38.9 �+�I ,�R5 yc' � 5�f'Z' a 11+99.7 11+08.9 90 i 01•. ryZ� G3+ `' S ,�, 12+69.7 11+94.7 xyy 1y}►� 0� 1r�. ��77'' p a 6 P e� � �`c� .�a� 13+39.7 12+66 14+07 13+37.2 pin°F, a a w Q F� ti �a .aa��a0� 04d ay'Y yh,y?.5'S '� h�' y0 �!L�`� ry0y ��gy 14+76.5 14+1&6 �� 00 --... ya1 a^1a'S' ^cp a1`k�a x a1y�e�A 0 a�y�ay' 14+89.5 x 4760 - - p�� Pa� ANNIE STREET yx�'� a Q, _ e� � �� a`1� ~ O - y PROPOSED GRADE _ - - __.- - - EXISTING GRADE 4750 E)05T NG GRADE N NEW 8"DIP-MAI _ - NEW 21" VC WATER MAIN 314'MAZER SER O STORM SE R I NGE CRO59NG(nP) „ FL=47.1$ ry�Ty/1 - N W 8" DIP 3 -1 4 Will" Al:SE 4331 . -- Imo)' - v 121.29 LF 8" SDR-35 PVC SS O 0.585% c 247.25 LF 8" SDR-35 PVC SS O 0.813% 269.06 LF 8" SDR-35 PVC SS O 1.464% 246 LF 8' SDR-35 PVC SS O 0.947% I [5] 247.25 LF 8" SDR-35 PVC SS O 1,0399, 127.0 LF 8" Si PVC SS O 0.400X a o 00 o v rn rn ro o <t 09 In n rn rn rn n o Dmwi Date: 1127105 a o o L i nn r r v^ r ri ri n9 In In �n in In In ins! In In in In In Ian a a a a a v a a c v v o � � 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11400 2+00 3+00 14+00 y 4 (:,)SEWER PLAN AND PROFILE AB2.0 82.0 A SCALE (1"-50'-0'HORIZONTAL)(1"=5'-0"VERTICAL) AS BUILT L27/05 #03( ARROW BOLT ON HYDRANT- \ '� a0 ELEV=4750.58 FEET --A 10(. o LOT 9 - LOT _14-- --LOT 9 CD L 10 - LOT 14 H SE 9 0 o 089*27'06 , BENC1iMARX: �J :, ARROW BOLT ON HYDRANT sheet s or 22 n 100.07/ ")?rI 'F4 F)R9 i 7,06" ELEV=05513 FEET LOT �1 _ - _ _ LOT 13 LOT 10 LOT 13 LOT u �\! �O m m 0 1706" 0 Ul LL BE i0*11w, 089.27 06' ARROW BOLT ON HYDRANT \ O O K B )W BOLT ON H T ELEV=4751. F T O ` LOT 12 " 74T LOT 12 LOT 11 G SLOT T = o' �� �.+•1` g LW 12- ' `s €m 85 100.05 - o .11 - r O U �_ J. -- JR ems 'I_- _ t---A co o00 r z � o1 1 L I QO m a � 64,94 ��?! 65.Ou Lp o O O � �10 J W pp r co co ;- p a n Ln ICID ~ O F- J O ~ ^0 ~ O O _ O �O 4 r� 1`' N ARROW OLT ON HYDR 0 .,4 / 1.20 - O O -�� -_ J J J �Z 11+63�.� �V=4 .1 FEET i i-'� - � -o c3* YL r_. CD Lf3 N ARROW B T�DN HYOR Oc ELEV=47 .S>D FEEh- v_475 V FEE = O O O O O - -- i ',� a' c31 CZ. = o PLAN VIEW d2j SCALE: 1'=50' 00 4" SEWER SERVICES [/') LT RT Ffi�i 13+83.1 49 1++14 1+74 N 2+49 6 3+39 4+14.1 4+79.1 5+44.1 �6 � 6+04.1 6+69.1 h r 7+29.1 8+98.6 9+58.6 O y�k� 1 °ry VIP\ ryhia>,°•'��7 11+04.1 �` 1►°j�p 4�' D, Z� k Q` '� 10+23.9 \�4,y Ah 1�;51.h'L,T,4� �' ,�k• ,�M"�°'h P x M k1 h�."�5 �� x M k1,yA• 11+74.1 '� �'�Jyt�k1a1'S�ii3OOA• h��►`F,�y,�1 12+44.113+14.1 13+84.1 FARMAL STREET - eP��•? GRADE � aO�k O PROPO - 4750 -- EXISTI 4G GRADE 3jx'WATER SERWGE ?Y STORM SEWER CROSSING CROSSING(nP,) n-474J.01 o N 8' DIP �CRC ( ° NEW 8" DIP V1 ° W TER MAIN ° " WATER MAIN ° =40.90 1 o FL=40.79 1 2 394.3 LF 8" SDR-35'PVC SS O 1.466% o _._. - - - 215.25 LF 8' SDR-35 PVC SS O 0.9157 _ - - - 246.5 LF 8' R-35 PVC SS O 1.189A 105.5;LF 8' SDR-35 PVC SS O 0.503% 215.25 L 8' SDR-351 PVC SS O 0.9345 8 - Drawing Date: 1/27/05 O Oi N O cG rn 00 f\ r t` n n a0 OiI pj cn ai O cV N N N N N i O O O> m of an aA Lo an an V) U)l an an a a I AB2.1 . 5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 SEWER PLAN AND PROFILE AND PROFILE AS BUILT A82.1 SCALE: (1'=50'-O'HORIZONTAL)(1'=5'-O' VERTICAL) 1/27/0 3661 -- u r7 CD o0 O 1.� co F— o ff c� F— O O O O - --- a 1,5 ^ o 0 0 0 o o o t SOT 28 -- F�6P ' 6RFA. 68.68 68.68 0 I 5 LOT 5 i -- K 4 �i LO r , d Sheet 4 of 22 0 0') oo r� Ln LOT j II o = F— 0 1 - 0 LOT 6 w�,� �J�+od , o O O 0 0 0 0 -i - � ode I - J J J � �1$TALLEO 72 WDE GRAVEL ACCESS ROAD- t 8 '7 JI I I u I"T QiN I{y, - - FOR SEWER. SEE DETAIL 4 ON SHEET C4.9 49' 69 49 -_ _- LOT 1 <- y- -` F _1 y -- 0 cm - --------------- slim - o o U u0n=n=1Imil �1T i I��u�n�u�n�n�n�n�u�u�n�n�u�n�t a 1�II�H ,►{au�n�lii•n�u�u�n�n�u�n�u��i��� F�O������ r� LO 1 ; ; I )1 1 : 1 -0Q LOT 22 LOT 1 t 0Q. 1 LOT 1 LOT 8 LOT aaaK co co p VOA -LOT 2 LOT 21 LOT 2 LOT 21 LOT 2 OT 7 LO Lc) „ , oar` 00 O K) 089'27'06" 2, �0 PCCES w � I 0 inn�� R _ o 7 i I �,., �Ot�^,7I�.Fj :ir - r.i• �. '�MSTALLED TEMPORARYPRK'(S LJ O ~— n n - LO 6T� �'" GRA L CUL-DE-SAC I P �O\D T3 LO T 3 LO o LOT 0 — i LOT 0 LOT 3 _ - P SE 10g� 1 -089'27'06" O> PLAN VIEW SCALE: 1"=50 G1 00 CATERPILLAR STREET O — -- _ __- "�---- - - 4" SEWER --- - R SERVICES -_ EXISTING GRADL _ -- -- LT 1 RT _ __- 4740 1+76.2 , — __-+--- - - PROPOSED FUTURE GRADE - - _ 2+51.2 3+20.7 FUTURE 8" 3+96.3 FUTURE 8" WATER MAIN 4+59.6 WATER MAIN FL-6,T a 5+29.1 FUTURE 8" � -------- 5+98.6 O WATER MAIN� FL=34.71 7+37.6 FL=33.29- ^?g 236.05 LF 8" SDR-35 PVC SS O 0.496% 7+97.6 256.15 LF 8" SDR-35 PVC SS O 0.414% 256.15 LF 8' SDR-35 PVC SS 0 i0.652% -1 In In In co �, N co o In co rn o o Vf O O O O N N N N N 17 M +00 4+00 5+00 6+00 7+00 8+00 Drawing Date: 1/27/05 a , SEWER PLAN AND PROFILE oAB2.2 SCALE (1"=50'-0" HORIZONTAL)(1=5'-0' VERTICAL) 3 m AB2.2 s" AS BXJMT 1/27/W 0 p03661 a e ,. p - 1 LOT 8 - C r -- 0 r � F— F— r � � . o N -' i o 0 0 0 o LOT 10 s i _� -� i boa, z T - 10ZOR ° 00 No r ' N ��,� � � �� I� sneer sod zz LOT 75 00\, �aooR r � LOT 9 I.� I.° r v �m 107.0 CD LOT 10 mg -� , o ;pd �, ` J - �iii i�i� �i n i °� LOT 8 (3) O7 U r`� 1 � I ILL �..LJJI I � 1 '-1 i i L L01� 11 :57 � - _, _ , t ,-- -_-- --- - -- - T! a W 0011 cD 107.0e 1, - - _ v - nec _ I LOT 12 r— r r \ 00 0 0 0 r0 0 r r r 001'13 N o �o W 107.08 N< w �„ �, a o ��, LOT f 00 Q cD N N LOT 13 75. ' 0.00 � O4 �a ^o z ?� r r r A£ o 0 0 0 o r" o r �r— r LOT 5 -� -� a 0 0 o r i LOT 14^ w �mg ! i / CD co — 7 PLAN VIEW SCALE: 1"=50' Ctd 1 L cep X a0� ^ 1+1 HARMON WAY .yy/ a9o1 b 0 PROPOSED GRADE 4" SEWER SERVICES CRgDE- LT RT 0+89.1 0+91 3/4•WA 1ER scrrylcr 1+59.1 1+61 W c»ossa4c� � 2+29.1 2+31 �"---- 2+99.1 3+ 1 4740 �� 3+69.1 3+71 1/4"WA SERNCF 4+39.1 4+41 CROSMc��•7 5+24.1 5+26 W 5+94.1 5+96 /Vy! 6+64.1 6+66 -- 3 1 LF 8' SDR-35 PVC S O 0.8617t -- ---� ` 7+34.1 7+36 8+08.4 8+10.3 rr^^ VI 380.35 LF 8" SDR-35 PVC SS O 1.259% DATUM EUV 4730.00 n o a oo n rn v � � N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Drawing Date: 1/27/05 SEWER PLAN AND PROFILE AB2.3 SCALE: (1"=50'-O"HORIZONTAL)(1'=5'-0" VERTICAL) A B 2. i= 3 AS BUILT 1/2'7/05 75., _ I L T _0T 12 r F— r— r 359'3 '30" r— , o p O O O �_ �, 0O �O O O 100.0 c / o .� a - CD LOT <� cnl N �' W N :D �!� 7 359'04'32" sheet s of zz 0+L = 0d - 0 r F—A o F LOT 5 ? o 0 0 0 0 � i �. � G <�- � -( o� _ - $ v - o . _OT 14 - 1 - 00 �l 6� s / CJ7 0 c �� j N ` P C a; - z S� 75 o �B �F - - O C , - �;o - OT �. 70. o / L 4 I - u ' NA L O T 3FA F o c a 1 F"lam �F D r \ r r 0 , Z I O O CD —I I a' �F 00 m LOT 2 w 'pi 28 m z is �f CS 5�) LO O T 1 Q?y PLAN VIEW SCALE. 1"=50' GLI ay ON SPRINGBROOK AVENUE - - - 4770 Cit3 00 c 4760 Q OhA� cc) Q atiryh� PROP -- OSED GRADE EXISTING G!}A'D�--�------ __�-__ 4" SEWER_ SERVICES LT RT -.--_--_- 13+94.9 19+08.6 6 73. O ---------------- _ 14+61 19+ 5+31 16+01 21+12.6 16+71 4740 17+41 FUTURE 18+26 380.25 LF 8" SDR-35 PVC SS ® 1.901% i/4 WATER 5UROCE 18+96 CROSSING(7rP.) 19+66 20+36 . --379 21+10.7 8S C rw SS ® 1.0627< V� a O- M lb C� N lD O 0p aD M 00 M 00 M7 N N O O 0) 01 00 r` r` �❑ M M N c�lV Drawing Date: I/27/05 �- 00 4+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 i I " SEWER PLAN AND PROFILE 4 1 A82.4 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) AB204 s AS BXJMT L27/OS #03661 0 C� `O�L ('1 /�- I l i f�ti/ ' 10 0 o d o+o� UR `J' 9�'C� ��' '; r o LO 1 1 LOT p I I I J '' '"{ N _ � �r O�� �'a Sheet 7 of 22 0 � nm ll m m o ' D \ O [ _ o F fi I N N 00 aar� -z � - U �(DA i r 7 A 00 \ 9 0' L� \\ \ -( Vo PLAN VIEW Q p� I� SCALE: 1'=50' Q1 ti 9' 9 00 \x k k\y 5 is, 50 DURHAM AVENUE - w I EXISTING RADE VROPOS ED GRADE ` ---�' --- I - ._ — -^----- --- - 4" SEWER SERVICES O O LT RT 3/I'WATER SERNC'f 17'STORM SEWER CROSSING - - CROSSING(TYP.) fl-47an - - 5+06.1 1+26.1 r� 4740 --_ h+N1�1 FUTURE 5+72.4 2+56.1 --_ J 4 WATER SERNCE- - - - . 6}38.1 3+26.1 ^ CR0=6(TrP) 7+06.3 3+91.1 sraucO z' LkA r 4' 4+ 8'R/GlO/N51.1LA RON S+50.SO.8 r*1 215 lF 8" SOR-35 PVC SS ®Q 6+21.259Sy 6+91.5 M+i 341.25 LF 8" SE)R-35 PVC SS ®0.668% 7+21.4 O 4730 _ V O O� n lf], N to CJ �[] CD tD O� N tD O N'] 0) 00 �, 00. N M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 a SEWER PLAN AND PROFILE Drawing Date: 1127105 a A82.5 SCALE: (1'=50'-0"HORIZONTAL)(1'=5'-0' VERTICAL) 0 m m AB2.5 AS BUILT LZ'7/05 #03661 m 0 0 0 DO f-- CO O N I d Y 1uo Lc) 00 � 1 rc t cD 00 OO O ~ I O O '_- `^-,O O O O O 1J ARROW OLT ON HYDRAO I i- 51.20 - - ,- J J J O i J J J J J J J h --REV-4 t 1 r r 1� / Sheet 8 of 22 R A 1 CD Ln N ARROW B T.LMI HYDRANT J - y OW T H A T _ - N ELEV A7 � F V- .58 FEEh- - F- _ � � F- C r1 O Q` -LEv-4 FEED O O O O O O O t'd Ul c 0 d - 1- - o S- i � T Ill 41 Is CD � O CID Ln T a O moo_ O O O J J O O J O J O O O J fl qua 1 9 O cn PLAN VIEW 3 SCALE: 1"=5 0' 3/4" WATER SERVICES LT RT 0+32.5 0+30.5 04"ao 0+97.7 0+95.4 1+60.1 1+57.9 2+27.6 2+25.4 PF' y101' 3+62.7 3+60.4 �h Jy� QJaO 4+99.6 4+90.2 5+62.7 5+54.8 00 6+27.7 6+19.3 Q-Q'Q°S,�pJ Jp�Oy r�60 G,OCT�• G.O� QF,'r�lFOy'� P Q� 6° 7+01.2 6+83.9 1� �' 1y G t '�otin`Y F`g2QF:Si,• (/� y1 yQ ,�CTO'iF' y`016 7+88.8 7+46.2 �QF',�'�Q`���'• OPy? y� �J�. OF. h �`Q`p`- �. w F Jp •" Q •CT' �, F.p0 J'F O' �+ d J �''P Q•O' 9+39.7 .Fd'G �P OP Q�,y .C?•? 1y. �F•P'E`? rab°/ �'FO.�P ` �i 'C2' ' '`P �` �'� ,��°P P•. 1�0 1 8+09.2 0+15.1 9+42 � y •l OP,�2-Pe�P O'L k•J'�� `L`�• 0y •At•O � C� �oa y�`� O 10+89.9 10+16.1 +p•�J y x �P P 'h0,�' �S,Q `ti O�� + Fi P Q P P �. �. `l- -1 P,fS`F F�QF-4QF-`1.,• �'` °Q``' .� ��' 11+78.2 10+87.9 O+IJP01 �� fit. �F`' ,Ox +O JP��' f ka ,1g. 0.tjO�yt° y. .r. \C¢'12+49.7 11+74.3 ` O � 'Jy°•A�' of 0 1 c°O h o°j FO °i'�?`�F, 0 0° O e hey Fil ,: 0 O F.O J1 O' e,� �O1 Q' h•GpO J00y`o•�`y0° O �' P'hQ- 9� ti P`y O�P.R2•? ,yb G0'y1 13+19.7 12+45.3 �. .C2'2 0 ► i� O F. h� ♦ '� '�O J 0 .\P- 1 13+89.7 13+16.6 5 ��1 P"t.C•2'F. 4i 0 SY' •.'�' 0�i 'V 0' �?��Q'"1•`P ? �y C2'P O��i�qP.y6�O ,�•: +O pP�-��F„1q�0 ?�Gi ,5.,�$ 0 ,� OP�i 14+59.7 13+90.7 •.`L�}'�G�peP� `may O`L• ,too?.l 9 •.O 'TO}�°Q'C,a'S �" 2°P'C2' 14+67.1 °. �h• boy o�G 0 ti a 4760 e ° y�e�,F o o� tix �P tix � ` ANNIE STREET tiRhS��c2•F.5�O°ti° `y �PFh� Qua S P h O p0 � •11'P O ? _ _ PR0P9� GRADE '. Oti ,F OO��G�0�0�0 O - - EW 15" PVC FOR SEWER EXISTING ORgp` _ _ PROPOSED _ - _ _ _ E - ----_-_ GRADE_ __ _ -- _ STALLED 1"THICK x Z _ _ __ .___�-- - �o x 8'R/pD INSULATION 475 �� �EXISTING GRADE N ` NEW 21" PVC ,o �ST M SEWER FL 47.15 10 2 STALLED 4"THICK x 4' FL=48.88 368.75 LF OF 8" CLASS 511 DIP WATER MAIN ^� x B'R/GID INSULATION 1 I'SEVER SERNCf I FL=46 79 I FL=48.53 1 CROSSING(TYR.) _ 1 1 1 FL=44.95 I 1 1 576.51 LF OF 8" CLASS 51 DIP WATER MAIN 276 LF OF 8" CLASS Fit DIP WATER MAIN FL=43.69 I I I 1 FL=43.70 4740 FL=43.34 EXISTING 8" PVC E"1 264.5 LF OF 8" CLASS 51 DIP WATER MAIN SANITARY SEWER FL=40.53 ,� [O O 00 CD N (D O, m m O O N a:01 O O Zri n 17� a a <r v a v a a a a v a a Drawing Date: 1127105 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 WATER PLAN AND PROFILE AB3■0 A83.0 SCALE: (1"=50'-O" HORIZONTAL) (1"=5-0" VERTICAL) AS BUMT L27/QS #03661 LOT 10 + LOT 14 LOT 9 LOT 14 LOT 9 - ARROW BOLT HYDRANT �ON ELEV=4755.13 FEET -�1- LOT 11 J LOT 13 LOT 10 LOT 13 LOT o ' o r� 1 BDCHMA o �� �1 sheet s of 22 KHMARK: _ AMOW BOLT ON HYDRANT AR OW BOLT ON HYDRANT - ELEV=4754. FEET '�' i EL V=475074 FEET / -A 0 m m LOT 12 LOT 12 LOT 11 LOT 12 LOT 1- o - O -` V C,e Ilk L> - - - - _ �' tole -� -o O+ - I o + o - -+ °e u..-Se ' - 00 - CP m E - - - c "F o - - ol j r O Q CD r C71 CD w F_ I R O O O F h I O r0 O� �0 fl-V� m O ti ARROW OLT ON HYDRA �� 51.20 _J _J O f i -i -1 + VELEv=a .1 FEET F PLAN VIEW 0 CALE: 1"=50' a � N 3/4" WATER SERVICES LT RT 13+60.3 0+31.4 0+96.4 1+58.8 Q4 2+26.3 'h • DE ECT SERVICE 3+61.4 6r�0 A T NECESSARY PRO E/ 4+31.4 �JOPQ4 4+964 CANCE STO RM SEWER 5+58.9 6+21.4 h• Q1 cr'e 7+47.7 + �``�P- 6° t `LrOO JQ1,h h 8+76.1 0++408 1 ��'0�P0,�`ay�° OC P?` Jy1 O`L ,�,•iF'' OP�P�`O�" ^y Py OFFS 10+86.4 ,a•��°OF� e°F,o' '�o� �/� 11+54.1 x Pct�� 6♦ tP�a4 p'L VJ ? 6 h CT'QF'S�'' '1x •� ph A O P•C2'O O J 12+24.1 ♦p. 4t 1C PO O''h \.° Jh h y O GCSa ti, O J•l h �. 4.•CZ' O 1 'L J � P �• ?h t� J 12+94.1 •.� 0'P 0 •CZPG� Gy O �'�h~O �?° 1 PAP JGh 'E''[,yP�? roo0' 13+64.1 'CZ'4Q' J�pP? JP� '� ;`'6 ORE, P�, `1 +(°?S OP.`Q-P'1y°'L `Lq,O O �9�4, E.`L0 •�Q-a0 ,•l •Ct'�" •3, Q p 2 .F.G 1 i4•CtO• '' p ph 4°1 �'` +0 pP�y�Eh,Yh'L'O. O,. `v<c. CTO ° O 0 G i h •.` h h h �P P 'CT' h°'O hF'J •1'F' • •Ct' pr') a �. . ,{, •�j'Q4.1i,• y 0 x V •Ct'�� 60 Py �':�0�0� �'� '� �y�O O +02° a`, ^ ��'P a o°' fi ��''P P� py'. �, ��ho P•�p�, y° tih, :sy �h 60 �. �GcP 0°. �p° rL, � 'l�P'\ `o y'C2' �`L.+0 �'. GQ4. 0 O •.p-P?yr2P 0 P� ro. �O�O •.'y .`Off' '�` •C P Q- x e�E' •l- F[+��I °\�c�y,,pyOrVrcr° �•l,+6�'. G b Off' �Fy ryhy 9 h 0Ph � O+F� �0+1°G�i'S ��•lP'Y� '1 P°y Q'°' G � Q y'�Q' 0`' �J ? •.'` +0 Q'P�JQF'1a0e�0 v�° y`L O•l a[? O p 0y4.Q. O ci 1P ,�0' G .�2•? 4 •. 0�i �2 ci `t'"•� FARMALL STREET �"5• P P P x `L Q• � '�''� r� < P �� O 0 01 G.•S ��y P4 _ -.-_ _ - Q�' - - -- - - �q• 0Ph y`.� _ PROP qOE QFeYOy,P+yC`'QPi„��S 4 75 _ PROP_OSq CRA _ D� - PR - 0xry EX S AAIG ADEO CR = YOB�O,p OPP°tiyy. _ --- R ^ --- -4 - -- - - �Q9NEW PVC i EXISTING GRAD ----- I � PGay1 g0 _ STORM7SEWER e �Cl CI1 W --- -- - - 16 s FL=45.51 108.5 LF OF 8" CLASS 51 FL 44. 7 1 DIP WATER MAIN FL=42.65 61.5 LF OF 8" CLASS 51 W 4740 f �- 1 L=4z.38 /CV/1 I .iALLEO R'lrucrc,+' DIP WATER MAIN C RR7B iNSTJ[.AMUV FL-4?� p..W fL�41.09 0 260.25 LF"OF 8" CLASS 51 DIP WATER MAIN FL=a0.79 I"seMra seRNce�FL=40.90 474.25 LF OF 8" CLASS 51 DIP WATER MAIN CROSSING(Tra.) WATER 8" PVC 261.75 LF OF 8" CLASS 51 DIP WATER MAIN 284.25 IlF OF 8" CLASS 51 DIP WATER MAIN SANITARY SEWER FL=39.1 FL=37.37 108.5 LF OF B" CLASS 51 DIP WATER MAIN VJ 00 10 oo to O� tD Cl O I� rrJ (0 O N N N O. (O Ol ...1 a t N Lo cV N N O Ol 0 O 01 W 0 N rn in to 10cli 2+00 3+00 4+ r a a ^ ^ ^ r v a v rl v 00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 R Drawing Date: 1/27/05 WATER PLAN AND PROFILE q A83.1 SCALE: (1"=50'-0' HORIZONTAL)(1"=5'-0" VERTICAL) m g AB3.1 AS BUH T s 1/27/05 03661 .05 o mz C� 0+ 0t z Ogg O O O\ r ra r LOT 5 LOTA 4 LOT 5 "A —� -, —, a�o - CD c� o O Q0 co mA , 5 ---+ 1- THO - — - — - Sheet 10 0f 22 -- - ---' -- o,, pp CD _ m LOT 9 -� LO O LOT 8 T 7 a © o ro coo -�- r r N € P - O s n PLAN VIEW m N SCALE: 1-=50- C -- c W E}y Ppf�p��00 ,{a'CJ W Ste°GPQ�P�pG �S a�G�4G 4OpF`ego `'Lx�AP��P3 JGPpO CtpGpe 3/4- WATER SERVICES Syy,c,Q'O ♦ 14+49.6 14+22.1 14+86.1 14+92.1 15+49.1 15+62.1 16+12.1 16+32.1 0'pypy4,JZ�0,�VG' ► a ♦° ZQ� x0 0 16+75.1 17+02.1 O°�y p�p9,R", Oy'o0 3r' ,ysti°0+ 17+39.1 ��ac�"co ~,�. `��CO off' O O -- NEW HOLLAND DRIVE ry91 - - - 4760 00 --- EXISTINGF�F I � PROPOSED� Cw - - I W 15 PVC STORM EWER �--'-_ _ — l— 4750 � N _ wz V , 54 14STALLED 4-WICK x 4' x B'RIGID/NSULA7IDVJ NEW 15" PVC '� ------ - STORM SEVERI FL=44.83 m 2 9ULLED 4-THICK x 4' EXISTING GRAp�—""--- h�l 0 r B'R/C!O INSULATION D u NEW 8" PVC m'a FL=43.34 �Sy SANITARY SEWER A FL=40.84 - - 273.5 LF OF 8" CLASS 51 DIP WATER MAIN m zaQy NEW 8" PVC � FL=40.90 4740 SANITARY SEWER "5 LF OF 8 CLASS 51 DIP WATER MAIN FL=37.62 50 W 4730 V O� to O f� M U-); N'I O j �. N N N N � � n Drawing Date: 1271 1 n � OS u 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WATER PLAN AND PROFILE A B 3■2 m A83.2 SCALE: (1"=50'-0'HORIZONTAL)(1'=5'-0�VERTICAL) 4 AS BUMT 1/27/05 #03661 LOTS 1 7 a LO `16 T t. + � 'I o + + r 4a D N IJ p k Ave e „ v �r Sheet 11 of 22 CD H o 'A 1i Z ii 0/m b m PLAN VIEW m m p SCALE: 1 =50 W � aaoa � 00'y1 4. ° d J° ��' h 3/4* WATER SERVICES y1 c�Q. h? ti°0 P O16 h OF4 ,y0� °Pti oO° LT RTA. �jQ GCY� 13+ 2. SP p� 14+42.6 �L yPJyO ' 0�0xh0+0,G O }��` ,ryh 'L�y�- ��� " •�O 15+10.8 '3 V 16+50.8 17+20.8 SPRINGBROOK AVENUE 4770 v� y 00 — -- 4760 Z ROPOSED X I � GRADE ` - - - 4750 z h zs z NEW 24" VC _ O May O 281 LF OF 6' CLASS 51 DIP WATER MAIN STORMSEWER N -'�'---- 1. !Q •`'�`.__':_:_��__ - Vl RAISE SERVICE FL=45.85 6"SNICK r 4' I 4"S1EM£R SERVICE FOR CLEARARA NCE OVER 8.RIGID x B•RICD WSULA POI! WATER MAIN I CROSSING(71P.) - 4740 1-41.10 FL-4079 499.5 LF OF 8" CLASS 51 DIP WATER MAIN I FL=39 05 h+i I r� cp ii: Cn N CD O V 00 Noo to i(J t CD 00 16 4 Vl 9+00 10+00 11+00 12+00 1: 14+00 15+00 16+00 17+00 18+00 19+00 WATER PLAN AND PROFILE A83.3 SCALE: (1"=50'-O"NORRONTAL)(1"=5'-0"VERTICAL) Dra"TW Date: 1/27/05 AB3.3 AS BUILT 1/27/005 N03661 24' EASEMENT 9.5' ALL STREETS EXCEPT FOR ANNIE STREET A E%4FN1 EASEMENT ANNIE STREET E45LNEnIT 2" �tt�eto r•wM�fa LINE :INF LINE yF OIIIP•l1en. 30' SG' 30' of _ 1 OE •_ E LTOP ",:• _ 6.5' 17.5' 17 5' 6 5' 5' 1. _5' 5.5' 18.5 R NOTE: _ 4 (,\- 4- SEE SHEET Cl FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS /4' 31i SLOPE 3A SLOPE 1 4'/FT 1• 5 V GR A � 1 4' 3%SLOPE 3X SLOPE 1/4'/FT �N0 °t„�. ;L- -S. V I•R\E ARI V .. .. SIDEWALK SI ES WALK SIDEWALK SIDEWALK 'r •�. • • , • a' EXISTING GRADE EXISTING GRADE wv 4'., 3'BITUMINOUS ASPHALT—-, SPHALT 3'BITUMINOUS ASPHALT . ' SURFACE COURSE SURFACE COURSE ''• '� 7.5 3"OF 1 1/2"MINUS 3"OF 1 1/2"MINUS �9- .4+ •'�'•: Sheet 12 of 22 GRAVEL BASE COURSE rc �!+. '• • . 6" S 1 1GR MINUS UNDER CURB AND GUTTER 6"OF 1 1/2'MINUS UNDERLCURB AND BASE GUTTER •• O O , TYPICAL RETENTION POND DETAIL CRUSHED GRARSE VEL BASE CRUSHED GRAVEL BASE pp m COURSE OVER 9'OF k�i COURSE OVER 9"OF O O C "O O O O O O O O O O O C n O O _J O O O O O O O O O O b AB34 SCALE: NTS m n 6"MINUS PIT RUN o 6'MINUS PIT RUN CRUSHED GRAVEL O O O O O O 00060 O O O O O to m z 845E - Jr MIN. O O O O O O O O O O 0 < N pp COMPACTED SUBGRADE < COMPACTED SUBGRADE O O 0,000 O O O O O O O SUB-BASE COURSE - NOIES N07� AS REQUIRED - 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 3 ,--=- 4- O P 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 :_ 4 z RESIDENTIAL DRIVEWAY APPROACH. � RESIDENTIAL DRIVEWAY APPROACH. \` ` N a 2, SIDEWALK AS PER C.O.B. STD.DWG. 02529-10 AND 02529-11. 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-10 AND 02529-11. /:... 0 to N E 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC. 02223. 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC. 02T23. COMPACTED SUBGRADE 8 (TOPSOILING&SEEDING ON CUT k FILL AREAS ON (TOPSOILING k SEEDING ON CUT k FILL AREAS ON E nm p PROPERTY SIDE OF SIDEWALK) PROPERTY SIDE OF SIDEWALK) 1. Sue9raa•«bow tours.compaction.no"< fn to wctw.022W(M.P.w.Spe<•., 1996.a.) C5 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE 2. cpntn•<tbn jolrA.•Iwo w pb<••d 10•iM•rvoh pn••non have a minimum•.ptn or 3/4'one minimum rwtn or l/Y. L ft CONDITIONS AS REWIRED BY ENGINEER. CONDITIONS AS REWIRED BY ENGINEER. 1. a/2'capons" joint mot•rid Mlau w I+ow•at op P.C.•,P.i.•,ogee caroms and at not more tnon 300•int.rwb- Tn. ppm7l L uppn•ion mo4M dldl•k•nd Inlau9n tw fall A•pth d tM care an0 patter. C w 4. No<urb wW 9otW-Mll w Ob •Itl cat a fk-I form in.Pe •o by tw City Boo-,or his n,r. totN. Yp� TYPICAL STREET SECTION ��TYPICAL STREET SECTION 9"I�,st"-t 0 r•Tain W d Swoon 02235(MPW SPECS,1996.d) Fw corn w N 83.4 SCALE: NTS 83.4 SCALE: NTS 9 utter r plo-t Project•,rwn•e rock may w v.•E f«tn.grovel Dave. I " 1 CONCRETE CURB AND GUTTER DETAIL AB3.4 sew SCALE: NTS C.O.B. STD. DWG. N0. 02528-1 Z Z N D R 2 C.� ALL SWALES TO BE SLOPED AT 1% TO PONDS F JU CD 00 UNLESS NOTED OTHERWISE ON PLAN r t ,- _ Q FLOW DEPTH `\ lam' a W PROVIDE 6' COMPACTED- O--- ----- � -- TOPSOIL TO FLOW DEPTH os s SWALE CROSS SECTION DETAIL ,♦-11'YQ, Z 0c PLAN VIEW EXISTING GRADE \ \\ SCALE: 1"=50' Fj '� 0"�� �O� \\ \ 03 (I (DO INSTALL 4`OF 3/4`ROAD MIX \Y OVER COMPACTED SUBGRADE - \\\\\ OO B TRAIL CROSS SECTION PLAN VIEW °�� [In . - - �� SCALE: r=so' 7 a A83.4 SCALE: NTS 3/4r WATER SERVICES �•dQg� ' �pJG��'� \1��,` �1 ��' •C�QJ�°. 4��fipo��,� �o°:" LT RT �•C2'QFQ' Frame an•<o.•r to w«too C,i No.52+/1.MCI 3115 home, \\���o`h �PaO 3/4' WATER SERVICES 0+66.4 0+68.6 Q 305A cover.w 1FC0 772 ban•.772-9 cot-,C-.hull LT RT PQ h 1F% 'CjQ•11F' P?,r �y O GPQ dt r ,-p.k IwM.. Oh �•CZO _ w 0° '� �,.+0 Q-�,Q`'N moo. 1+08.9 1+41.1 �•S f 0 1 n. + 0 w 2+08.9 2+,1.1 �' Q' 1+36.1 yx 0 y C7 ,{ 0,t'P�•C,�1p w 2+36.1 �° O JP Fo �i`'�eO4. oi'�'6o� 2+78.9 2+81.1 ?4' °� J' Q'•Ct'�� 0 3+48.9 3+51.1 3+06.1 x p�Y,49o� r O ♦ P� 4+18.9 4+21.1 w �1�ryo6 too r.cnorh•rla aoaro w�••ernro wrote���nonnw.noli�l» ?5ci"� 6�yyPo 3+75.9 S� O �QF' ` 0 u, •so1J '6`pP pQe� �a°, �agora•1a:run9 mawid anal w'Rom-M.k'or pool �4. \; �'c� ?°. •0• o P `r°+1 V•°°'•h �l }Piro.k<pt wlrwn Nr.r pq aM monMN call. Q�P a Imo( oxtisPyP�t 0 e��oo° HARMON WAY 2' OP Pam`' DURHAM AVENUE 4750. .� Pncaet an,w<.4 t -_-_ --_-� pnpnpn c-47 ouM.<cantnc< tap manulo C 7 --- - • ca.aa=.riN ASiM Ewe.i PROPOSED GRADE ---- - 4750 - 4750 - - - z L7� xlsnNc °" SED PROP GRADE _ ar' T�TORAMNER cROS NG41.11 p STALLED 6"1{I1 r*• O 8 RIGID INSULARQV z -- 4740 - 30 4•-0' 420 LF OF 8` CLASS 51 DIP WATER MAIN - I � 4mb - --- FL=38.85 fl,pl.gp.ketW pint(typical 1 4740 FL 22.38 1 or precast owes-...aaaip 4'SEWER 1 1 FL=40.95 4740 1 - F 61' Cnann•I� .I pica r/� 4-SF*IER SERNC£1 T_�__� "�'T Prrml w pourW-in-Pbu Owe. 464.5 LF OF 8" CLASS 51 DIP WATER MAIN GwOSS D(T-1,P) 1 Pour.e-m-pb caw. /.wrc-1'-V c-< <wcnl•Nkknw•ONor��i• FL=38.54 l �_ a inches.Precast ewe, a 4730 s trn'nlom•E u•6•1 r` Nl wowm msAr i O�•�b N 4730 - ---- 4730 -- Drnvring Date: 8/8/04 �re:storm grain monnalw shall t hoer formal cno4l N,aM ig O O 00 00 N O tL] O pip pp br.•t Invert endl w 7 h' Lold d f` �I co tri lri + 4+' roan wttam of monnob. peer �, o r` n n n m - SECTION A-A - -_ -- - --- -- - - -- 0+00 1+00 2+00 3+00 4+00 5+00 A B 3■4 0+00 1+00 2+00 3+0o a+oo 5+00 SANITARY SEWER MANHOLE WATER PLAN AND PROFILE AB3.4 SCALE. NTS COB SM. DWG. NO. 02722-1 WATER PLAN AND PROFILE AB34 SCALE: (1"=50'-0-HORIZONTAL)(i`=5•-0"VERTICAL) A83.4 SCALE: (1`=50'-0`HORIZONTAL)(1"=5'-0` VERTICAL) 9 �J03661 0 COB STD DWG 0.09810-4 ..•,. / -. f k-:s' REMOVED INSTALLED CROSSWAL AS PER COB STD. _ Q <av+ DWG.No 02581-1 CD � N j \ Q r r` Qo 00 cP 51.20 ARROW OLT HYDR Q - \\ / ~ H- O O O O O -4- V-4 8.1 FEET 11,1 LLED AD NCE.WARNING _ �� 0 O Q O J O J J J J 2 - 11}63 5� Q � SIGN(W71-2.3 .30 1 �, J —A SSTA EO 10-2, 30'r30'AND w STOP EN CCOPFO SIGN(TW _ INSTALLED R LEC ORl _ \J ��FLEX-STAK ( ' B�0 � Sheet 13 of 22 Ln I� N eA TE D cuRB YELLOW B rWE tI h (\ ARROW TON HYDRA T I N PARKING SIGNS(TYP. ,.� L1 m _ I,RROW 8 7 'NYDRANT 11 - m OAF �. Q 1'1'� -R1SI/LED NEW TREET m - dLEV=475. FEE 0 c � __ SIGN )As J J J u coB sm we No e G-a r T m _ / O J J J J PROVIDED YELLOW CUR PAfR� AN NO KING SIGN IN 8�WMI INLAID THERMOPLAS OR PRbMDED LLOw CURB PAIN INSTALLED NEW STRE T 25p0E CR SSWAIK t I"y PREMAR 2020 PAVEMENT MAR '__ TYP. AS PE - .'T - c Af1p NO P KIN SI N NN11 -0 r THIN SIGN ) WA PER Sro 25 OF CR SSWALK�TW.) COB STD WG N0.098 0-4 - INSTALL CROSS WA" 0 R DWO NO.02581-1 Q (n c lQ m '. _ Ate. 10+ - `WttH ONE DIRECTTIIONINARROW,. c IIr � 11 _ y� � � (y j/y� p� p) c N 10. _ -___+-. _. �O! i A.gq.q�}q A___{\ i I Qd .•INSTALLED ADVA E�WARNING L- m SIGN(WI1- 30 30) ' �j Nrc B'WHITE.INLAID THE MOPLASTIC OR 0 1F3 C_ u 'PREMARK 2020 PAVE ENT MARKINGS /�� (y INSTALLED CROSSWAL AS PER COB STD. 0 1 cc ag So DWG.Nr.92581-1 IF W 8'WHITE,INLAID THE ENT MARK OR � `' r PREMARK 2020 PAVE ENT MARKING5 J O c INSTALLED CROSSWAI AS PER COB STD r tivr DWG.N0.02581-1 \� U o J J Ln 9+3 O O J J J J J (56. r'1fiL nt' -N�-�•rw/.-. -"-o PLAN VIEW racl SCALE: 1'=50' O LOW POINT ELEV = 4751.19 ANNIE STREET 4760 LOW POINT STA= 2+61.19 I ?o bq2 V] C n 72.00' VC If PIASTA = 2+72 DO5% M ry o PVI ELEV = 4751.07 -- ------------ + + n -- _-- 200.00' VC ) A.D. = 1.45 — 695 K = 49.64 4 % �--- -- �'�P� o � HIGH POINT ELEV =�7'.1.7:,49__ o -- - -- ---- m > w > - ---� �� o°��' + ^ HIGH POINT STA = 10+45.91 -0.51% m �+ --L`'--- ----'------` --- PV =STA 11+00 PVI ELEV = 4757.89 4750_ °' A.D. _ -2.20 w w 00 K = 90.91 r^ °�}q72 �Adaa1� V, o 09 o N co rn rn 00 o d CIO �.� «. rn rn r` o o N cn co r` ool CV (V [V N7 d d 7 iA 1C1 U-) u) d d M M M to IA rA to r!7 Ln I!'J IIT L() If-) to t!] to IA Ln In Ln In 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 r,---�CENTERLINE oROAD( \PLAN AND)PROFILE O Af, r O 4 pw. 4p P�t2'cj�p�ti4� �� y`o ,00Pa J 43 ANNIE STREET --�- _ I S mac, �o Q ---------- " 4750 _ 20.5 LF 18- SDR-35 ,. 425 LF 15" SDR-3 = - - -PVC ®0.98% Dravrtng Date: 1127105 PVC,®0.717. mi3 g - 'T r� r- rn rn �n c� I� o o cv u� co r� Co aNEW 8" DIP Cp o ao ,n a� nl `D o ao gWATER MAIN v In rri Iri Sri 16 uli Mil a Ln Ln r-i r�i ri I i U-i C' �' in FLa 43.35 ? vT L� IN IN. n n r;EXISTING 8- PVC 'SANITARY SEWER 4 FL=40,95 g 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 S+OI+ 9+00 10+00 11+00 12+00 13+00 14+00 A B 4 g STORM SEWER PLAN AND PROFILE A3 BUILT 1/27/05 A84.0 SCALE: (1"-50'-0'HORIZONTAL)(1'=5'-0' VERTICAL) p03661 3 0 Ltl _U (7 R�28' REMOVED INSTALLED CROSSWAL AS PER COB STD. COB STD WG N0.09810-I DWG.NO.02581-1 - Q N � \O do _ P� r co LC) oo - O O CD ~ O O O O O O O N ARROW OLT ON HYDRAO / 51.20 w I� J J O J J 2 Ev-4 8.1 FEET `-- INS"i7lLLED AD CE WARNI ��k63 � sIGN(W 1-2. x30") 1RST ED 1A-2,30 30" STOP EN CCUPIED SIGtJ - �. 1619 c) 0 V IN,, STALLED LE�-1 RRO 11 fLEx-StAK 4 1 N ARKMG SIGNS(TYP. 11 ARROW T ON HYDR T f D YELLow B TWE N T OD1'(IOANT O O O O O O ELEV=475 58 FEES -- -1 O_ _-_- � NEW TREEt ` - O� C m w O LEV=475�}B FEE ��- t J II STD D.WG NO. -- - umi m p A PROVIDED YELLOW CUR PA ANNO KING PAIN N57ALLE0 NEW STRE 7 ANpNO RKING SIrE Wrtl INLAID fHERMOPLASEAID F P RKING THIN SIGN(TYP.)AS PE nF;'a±SSWAIK PREMAR 2020 PAVEMENT O T E 25 OF CR SSWALK?TYP OB STD DWG N0,098 0-4 - - - �� _ IN CROSSWA" DWG.N0.02581-1 ` _$m J O LA�Id y� WITH ONE DIRECTION ARROW Ol unmi ; fi�� �1 I ST ED'NO PARKING ANy' m !N INSTALLED ADVo� WARNING _ 4o __ _ _. _ SIGN(WI1- 30 x30") B, H. 8"WHITE NpL�Ap pTHEAVE NOVLMARKINOOR �O PR NSTALMLED� SWAL AS PER COBMARKINGS STD. _ O 8"PREPREW-ITITE,INLAID THE ENT MARK OR A L • DWG.NO. 1 O - NSTALLED2CROSSWA 020 AVE EAS PER C088STD ,uLJ�1,J j ;�) �' � W 00 DWG.NO.02581-1 O Ln Cfl �I `, - CO L() �t i5. —1 n F--- F— - I P = 9+3 j o\ y O O O O O O O O O J J ) —1 J J J J O J �t PLAN VIEW SCALE: 1"=50' Q~ O 0 Q� h/ 01 OJQ ,eh x11�b1hQ-� oQc a' ep v lb,a Jy ryh p,20 S Ada \Jyh O�Jy pt �xb J°h Qhh 9��� Q,pO b1 4760 ANNIE STREET c� o.1h.h`1�`oap v�p y e �0/` 0 4�a tihJ b,Vx`�,ab �ah�/0Q.,1, q paJ O,h ,xh�°°k V 9�O _r- "`' J"- p ox �a �� • >o py dJ b1 ' J F,h�a� ST' px 1 GRADE O.J43�_ - --�_ --- --------o ^—0%G�O Q -- �����--- 4 + N h0�` Cid 4750 _ m �F,by b1h1 U l C� cD O W O N 101 rn O) 07 O -t 00 r7 rn r7 r Cn rn t` .n CV ,4.�� r` O O LJ w N In c0 cD n ao V1 of o In < <ri Iri U i Ln vi u-i v'i v a ri ri ri ri rri Mi ri v n n n 1n In n n n 10 In n n M) � � � � � � v 200.00' VC 0+00 1+00 2+00 3+00 4+00 5+00 6400 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 TOP OF RIGHT CURB PROFILE AB4.1 SCALE: (1'=50'-0'HORIZONTAL)(1'=5'-0"VERTICAL) A Q1 g 1h 1 O 10 ry1 b1h 4760 i �3 ANNIE STREET - ti - -- `LxJP ,y abfi� ho 'A blhtic� x61 b1 �ao y�C?y \Jy ��Ja �y jy Ix y a Tc' b0 —1. --.. --- C3 0.51 O`J, U W 1kxOa�ab.�h 4750_ Draunny Date: 1/27/05 w w o co o cal rn rnI 00 o'! �k co In n rn r'> r` rn rn n �n cam' n o o cv 1n co n ao In to to U) If] N Ln N' M) 'n Ln in If] �!'] Ln lO 1!') M'f to to lO a Ln M r7 Lni Ln 00 V� M M M M L 20 11 r 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 A B 4.1 s z TOP OF LEFT CURB PROFILE AS BUII.T o A84.1 SCALE: (1'=50'-0�HORIZONTAL)(1'=5'-0�VERTICAL) ����� 3661 AH�SE 9 � ° - - ARROW BOLT ON HYDRANT ✓SI N(A., 2A vl� ELEV=4755.13 FEET �s �-^ LOT 11 LOT 13 LOT 10 ' LOT 13 LOT J-0 a IN ALLIED W11A-2.30'.30'ANQ 5 WHEN OE0;F D yr \ O INSTALLED STOP/STREET TREET � \ 7 c sm DWG)Ho PN 0-4 `0 �' t' 1 D REFLECTORIj -_-A \ _ X-STAKES(41`YP.) 1 6E11CNIuiK: _ '14 r. 4 \ BE CHMAN: © ARROW BOLT ON HYDRANT eAt T CURB YELLOW BE E + / P Sheet 15 of 22 AR OW BOLT ON HYDRANT ELEV=4754. F ET N PARKING SIGNS(TW.) O dI EL 475074 FEET LOT 12 LOT 11 LOT 12 SLOT C� RLMOOED EXIST ADD LOT 12 INSTALLED NEW)54( (TREE INSTALLED NEw STOP/$REE1 C END BARRICADE PR WDED YELLOW CURB PAIN SIGN(TYP. AS PER SIGN(TYP.))A$PER AN NO PM1{ING SIGGNN _IN COB STD DWG'N0.09810- 008 STD DWG N0. 09870-4 s� </:�I ?5 OF CROSSWALK(TIP.) / ITV + I-�1 8'WH INLAID TH OPLA C OR � A, a `^I�IM G PREMA IC 2020 PA RENT MA KINGS �7 �D i� INSTALL D CROSSWA�S PER COB STD �_ {S{ _ DWG.N 02581-1 " p N ? cp C +- �� lvA iH LL 'NODIR PAIg^^RROW, ^ - O CVO O O �ZJ� O B- 2+74. :: \IHsrALLEo A V CE wAl{rylwc TY 0 / --A �_ It F i�l / _. SIGNW11-2, .30') o ' PNSTA EDESLEO GTY STANDAR INSTALLED H STOP/$TREEi \O PEDE$IRIA RAMPS 1TVP.) g"WHITE.INLAID THE MOPLASDC OR SIGN TW A$PER 1 01 EXISTING B.O.H. PREMARK 2020 PAVE ENT MARKINGS 6s� Rs29 REMOVED o INS"TALL�D CROS$WAL AS PER COB STD. / COB 57D DWG N0. 09810-4 - i O � n W 'R a PLAN VIEW \J agFE6 2GU SCALE: 1"=50' P FARMALL STREET ay P�p4,L s 1.06% 60% o N POSED o�yloyF I-4 4750 0 -0.50q 0.95% �� --- --- i,. F�FLr3 s 'e < EXISTIN-� ''io V 0 x ^ -,oa� P•� r fy O "rs BFO/y/P j m- >s o > - 200.00' VC !� 4 ��` °r L O y �- b CF- i. �' "'/'♦ v Ijj 9r cy �y�,�e oy sl HIGH POINT ELEV = 4753.34 W >oF 4s fyr G\�oe �o oyy oqo btih�yryry 1x ti b1` °y HIGH POINT STA = 10+43.96 o�9b �a� yy , 1xp,bb PM STA = 11+00 4740y PVI ELEV = 4753.80 A.D. _ -2.70 K = 74.07 000 M. 00. cD. In. (M tD- .--. _-- O OI r tD �7I N N N O O) t0 O� N Mi OBI <OI m W od n n n n n a0 OI m O� O O �? Nei N (V - N N - - O O IT T OD I'd 0+00 1+00 2+00 3+00 4+00 5+00 6+00 ?+X 84, 9+00 10+00 11+00 12+00 13+00 a QI CENTERLINE ROAD PLAN AND PROFILE w AB4.2 SCALE: (1"=50'-0'HORIZONTAL)(1"=5'-O" VERTICAL) z P O b ,1x O��i J4pj 4 \6. e0 h'`��, rWW. Ox FQ)',y'S,4b1FG�f�'b'hh L��I FARMALL STREET _ - ------------- --------------- - EFLECTEQ_WATER.SERVICE _ - - _ - TO PROVIDE CLEARANCE WITH STORM SEWER --- Vl - --- - - -- - -` 373.87 LF 24" SDR-35 ---- -- - PVC O 0.23% a - -- - -. 43.03 LF 15"� SDR-3 '� 3/4'WATER VROCE PVC O 0.674% �1� 9.96 LF 21" SDR-35 CRD$SRc(rYP)nr) 6,? I` PV O 0.701% 114.86 LF 24" SDR-35 NEW 8" DIP' 4'SEWER SERNCE NEW 8" DIP• 34.5 LF 27" SDR-35 cROSSNc(F)P,) PVC O 0.26% PVC O 0.29% g 4740 - - - WATER MAW-- -- WATER MAIN, a FL1=41.18 4 FL=41.00 - Drawing Date: 1127105 A n W n n Q> a) O) O � M t0 O (V (V N N ID O O Q; O� DO .0 o al na a XI PVC n n n n n n n n n n n n n n n n n Inn n 1- 1- SANTTA SEWER v-ES n n an rv�n FL- .69 3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 AB4.2 3 2 STORM SEWER PLAN AND PROFILE AS BUILT A64.2 SCALE: (1'=50'-0" HORIZONTAL)(1'=5'-0'VERTICAL) 1/27/05 o #03661 PH E , i ARROW BOLT ON HYDRANT VTALLED ADVAN WARM G ))) T Q _ ELEV=4755-13 FEET SSIAN(Wtt 2,30 v3�'� ,-t L��13 LOT 10 LOT 1 LO I j{�J s ALLE W11A 2.30'v30 AN LOT 11 se y!w - ST WHEN OSCIiPIED SI GNI TYP 1V INSTALLED NEW STOP/STREET © "p -- SIGN r.)AS PER 4 0 - C sm DWG N0.09810-4 �+ I LED REFLECTORIZ X-STAKES(4TYP.) 0 680MAMt BBOLT ON HYDRANT 4 O TWE O AR OW BOLT ON HYDRANT IL oT ELEV=4754. ET �' eNl PARKINGXESIGNS(BTIWE. E O l Sheet 16 of 22 EL V-4750.74 FEET MSTA[LED NEW LOT 1 1 LOT 1 2 nLOT 1- REMOVED EXISTING D O ` 0 LOT 12 � 65 REE INSTALLED NEW$TOP/STREET C F}. / END BARRICADE PR V10ED YELLOCCW�ggCUC�RB�WPIAIN SIGN TYP.)AS PER SIGN TYP.)AS PER II A�� y 2AN N PARKIN5 OF C PAR RQSSWAlK 1(TYW)THIN COB STD WG N0. 09810- COB STD WG NO. 0981 D-1\ v _�� -, �/ O 4�4\�'" \ mw � C m E (T�) + B'WH INLAID TH OPLA C ORN m O O IN L I(2 CROSS PA ENT MA KINGS 1C - INSTALL D CROSSWA�S PFJ2 COB STD. (\ � N b - DWG.N 02581 R + I +- P�+w -Fq`rmatl-S-t , t rn in �® < o p O O PAR�IL ANY U DIRE CTIOry ARROW, _ O O N +,714 44 INSTALLED A V CE WAG Z SIGN(W77-2. x}0') m I DTA,,LED CITY STANDAR / c { P DESTRI RAMPS(TYP) 8'WHITE,INLAID THE O�LAOR INSTALLED N 570P/57REET Q =�2B' EXISTING B.O.H. PREMARK 2020 PAVE EN SIGN(TYP AS 6ER -INSTALLED CROSSWA AS COB STD DWG NO. 09610-A Q REMOVED o - DWG.NO 02581-7O N (?A _ 0 c CX) 4 n l PLAN VIEW e e♦ SCALE: 1"=50' 63 a0 a100Q �1 Q-N }P'� ,',l•P PpOJ k?♦ 1h '.��J�P QG DOE' �pOW Okd't O♦J<'� POJ�' ,•,Q'� OFd� OJ`'� ♦JgtiO ,l �OFdti�'h'hGJ20 �O ♦ate ♦1' � b♦ Q'P 2P0 q� 0 b1 ya10Cg � +5� Op° W a 4 4F ,p o d 5 h ti �° ♦1 ♦ o� Q°� W 0�"d bOry O OJ Oy► bb b10� �`�♦ .0�♦ P°♦J 10ti a1h ♦ 04d ♦J5 F�a0 ' h 5�~ .`O��F�0 Fes_I' 1 GA a s x y 1 1 ' yb y0_y b1 0o ti♦�J q'� 1�.91 1�. ♦a° S, 1� 'OR' h •yy Q'P 01 h0 1 Fa°P� ` OP° ,� doh ��J x�Jw'FJy b1a `� x1A b1 01 k1 ,� 4' 9� k1 ,y0 b1h �O xy b1 Q ♦a i Oe 0' Q- P, PLO 0�4. O��O F,�Jy 'L��°'Sx��s b}1�aa 14�`yJ' 0�\��yh'1y�'tiy ♦4�`�,�1ti'alhq`�d'� °hk�0� ♦���aF�alala FARMALL STREET h ♦,5 0��°' ♦``�� `°��°� 06 a1 O` b1 5� a1� 1x �y I PROPOSED 0.89% GRADE -—---- - - I �— --E�STIN�GRADE`' ___---------- •y -2.1 py, 200.00 VC ON W tD 1I') tD O CDr-z f� M c0 O N N - N N N cD O O CID M O 00 CC) Wt� 00 V) 1�1 0+00 1+00 2+00 3+00 4+00 5+00 6+0C 7+00 8+00 9+00 10+00 11+00 12+00 13+00 TOP OF RIGHT CURB PROFILE a a A84.3 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) �� �� �� tih h�♦�p0 Arr A. PPO rye, ,y,S �QO ry♦. ,y♦ QpO % .6 4.OT�d'y' .6`�° ♦J5 9 PLO �Ci� ♦Jy} O♦J5 ♦� �d� `5`�y `�d� ♦`5`�� J�'Oy �♦ xa1 a1yd2 1 PP° h J`'� ♦1 Q_ 0 O P q O d h 0 O a h ♦° Jy P Q ♦� O` ,C�? GJ sy Q-P ?� ♦1. ' °'7 ?� PP ♦1 ' ♦1, pP Q,P ♦1 E`�`O QG` 0�0 O\J5 Q'P ♦15 '!5 OPO ? A O d• 5 h a°' O �� Jy 1°j ti O � Z ? � y � P to 4. 0 2 A �d bh 1e�' �� eF. °♦J ,y'h• a1 („� Ors, 1'0 tt� Ci \J Q' y `} �' yp• OQ' t1Ci J`� G•T cR04, 0 00 x6 yb , , ra P h Jy ' 0'S i ♦'ti ?p9♦ 06 b 1• 04• eP° yA. 1h0 ,� 'o b1 ? 0 0 PO t ,� .�.� ' a°'' ti J a h A q'` `3' h k0' g O 1x�Jy h/♦0 ' 10 O Ox yb ♦ ° ? ry y F. ♦ 0 Q. ♦ P ,�\C c� b1 4� ♦°j ♦ 9 11K'' `<♦a0 4, .�. a1 .y. ,Yc�O'4� FY ,1-`L 1h' h y♦ �♦a ♦ �J Q ♦ �e� QP ♦ J � 96 ' a0 ♦. ♦Y' ♦h O Jy 0 yt�O�'yb . hx J� x1 yb . b1' x0 A 09- b1 , 0 �♦' .Y'L' 1yj� 0 �\�, ti`S, 3��� 00 k eR' 4�t• h�`�-1 ,� 1 04.�`1/ 0\�5Jy h y O ♦x J b � e' 1.x y ♦� ,' q ,♦p P°♦ ��O 11 4, 4, a. 1 F. Pp b� �' �, a0 1'a O 41,y x0♦.�� ♦ �J �\`y xrya'a1a0'a0 O �;��ba f� FARMALL STREET y��, -— �`'. 0�,b �V \°may° ,``�,/ ♦�s`'�°� o}��,' fi 0 yb1 1 �Jy 0% yo a006 0.87% 'S 1 4750 -0.5 b �,a 0.89% — -- o —_ _t -2.10q --- 0 b1yry6 O�det p��G - — - --- Q -- y . .o Q` 4, xOcv O,� ♦h0 a1q'S'G by Q 200.00 VC o, o .r o N N N o Drawing Date: I/27/05 O1' aj nl hl O cD C) N M O. (O Q) a IfJ u J �!] N N N N O O Qf 01 OD 00' _ I� r` r` r` r` N `n In v-> In u> In u In M7 t c d d i.— 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 � TOP OF LEFT CURB PROFILE AB4.3 c AB4.3 SCALE: (7"=W-0" HORIZONTAL)(1"=5'-0" VERTICAL) AS T 4 gG3661 u J inz '•8 >o -uA �� < U tl 'nE x7 O+T �00 z CD � r ��� r �� Z , ► LOT 5 - OTz 4 LOT 5 - r��—+ o —+ o o a �.._ 0 o 0� __ w� - V_r 0 00 m� CD- o SLo i !,� ,J 0 — J+I�e LIUlt�k7Z,lL ��F' , _ t Sheet 17 of 22 o-vm O U LOT 90�0 LOT 7 G PPP m F— ' n 70. 0 70 moan LOT 8spo= �7�0 0 0 0 �--r-� r r �0%� 7F� ` O -> O - 0 CO (n P rr� n� Is m �"d�n--` T � O 0�4 oN W V `-) MIA, S i Um � m L0T 10mLOT 6LOT 9p� �' °° como= tA ���� Cn ��f PLAN VIEW ;Eg c SCALE: 1"=50' co NEW HOLLAND DRIVE N cD N D L /WJ� QP 5 , Qs - - 1- — � 0■ J• �g.�Gkgry qx e� ryy �q 10.E EXISTING GRADE _ _ , yJ --- U �- _ 4. �Q Cam/] o _ %. P 9 -- -- 0.881 - - �\ °�a'b^ Cl. —0.757o PROPOSED GRADE -1377-- _ �00 Lc)rn - ODI R Off' 04 OI r7 c) f� O cd Ih f� r7 cO rn N O 00 a0 rr> Vl vE Lr) .. � ��� n. n Lr) 16 r. 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 as CENTERLINE ROAD PLAN AND PROFILE ` Q A84.4 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-O"VERTICAL) l � 1 W 'IL`/"y0 NEW HOLLAND DRIVE 4750 rn NEW 8" DIP 275.2 LF pt" SDR-35 VC ®0.989i —"-""— --—---------- -- WATER MAIN '-"----, - _._ 8 474cn o ao rn rn' 1 oo Drawing Date: 1/27/05 o N v a N vj o eo 7+00 8+00 9+00 10+00 11+00 7+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 A B 4.4 s z STORM SEWER PLAN AND PROFILE A84.4 SCALE: (1"=50'-0"HORIZONTAL)(1"-5'-O"VERTICAL) A.S BUMT 1/27/05 F— F— <o anE �� OtL an i f r � F—gym F— 1 OT 5OTg LOT 5 A a J o -� o �i oc ys N z Cfl 00 0 Q) __ N t jl(v�`__ • ).bI O _ � r 22 ---- ------=------ -- 0 o j lark cve � mm - ---- uo l o la 2 ----- ------------ ----�=Nmm o� a`j c �m rt �'s" roz 2+ v r � - - Y LOT 9oAN� =LOT 7 LOT 80�0 � O o 0 0 �No NLO �V�IE 20 G��f —� O , O r i- O O m . - 00 CD 9 U ,j c- LOT 10Ax P LOT 6 I OT QA o f \ W PLAN VIEW gg3a s SCALE: 1"=50' J NEW HOLLAND DRIVE try'Cyhy ryb � p�x 1� ry0, p ay 0`i,�1?,`jR'a1 ytiy GR°'L�'` ��p \J`'1' po�J�' Q-.., J�' ♦ 4� /� 4760a,�a ye1`' 4y F—i RTi p 1y 1y'a1°s �O 1 �, -o\JTo ?� °p �V? 4'p e�4 pti W ,E,p �`� A° ►1 1' a� E�° , .�Q' 'S` 0� � Fc3 J�' _mil �A� �h �� c�a1y �• 6a7 1eA °A'?1e� �� �� a �F.�r V Qram+.-yi Ik �— PROPOSED GRADE --EXISTING C ACE ,� ,1x 0.8537, a- --- PROPOSED GRADE -O.JS%k EX''13TINC GRA'DE�—� E9 y�,gs �b J4 a')y y°. ay'094G ryytial�. 4 ry -- --- F GRADE 48 'TURE ��, Oxo,bk x,11�a1 . 0•y `+� Jr ry0�. 4740 �� �_ 00 rn .n o ro a, rn V� o o oo op I? �n oo W a, oD r c0 r1"l a' t r.j �") ^ N O O 01 00 COO 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0 TOP OF RIGHT CURB PROFILE AB4.5 SCALE: (1"=50'-0'HORIZONTAL)(1"=5'-0" VERTICAL) E"I � ,2,4+yCF�P •`� O NEW HOLLAND DRIVE O �,y•�4-yay Pp9� �J�i y`� 5 '� 4760 1• 40� 9.4J" +�y 1y'.a°ryyy 1�•.�°��pP �1yP�a�� 1,0� pP� �ppP ��a Q' W �J`�x .,ya ,p J►y, 1�O ryy' O a1h a140 O Al 1 DE _ EXISTING G AIDE 4750 — 0. ° - 855% 4°1 4G4 4� _'-- _--___-- PROPOSED GRADE -0.75% y/1y, 1yy°�1 i4° Q1 rQ° EXISTiNC CRAD` _--- Ix'L k1 0� ry a1 Q'ti J� y0 a0 ,� Je a° a0 _FUTURE 'a1 -GRADE _ 11 4740 Drawing Date: 1/27/05 o. r r? r� M co rn ,n N o a 001 M 1A' d7 v) 1n ei' M (V N fV O Cn of a0 pp r� r c0 u� M a M M CV� O Qi OD 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+ - m +00 2,+00 22+0 A B 4.5 AS TOP OF LEFT CURB PROFILE LEFT CURB PROFILE BUII.AB4.5 SCALE: (1'=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) c 1V27/05 m V - +L N S m 0+L - J(1 � b5 !"f ' �~A �' i E • INSTAL4I=D SCALE(4 T7?1 O \ /� 00 oN g O r r r� ; sEE DPIL 5 I S17EEr 4 r \ LOT 15 A� $ o o a - mm� � Wig.. � O O LOT 14'A� -� _ MM 00 2&LO z' I J ~n , INSTALLE OTV ST DARD r O� A z CO'DEAD ENE)BARRIO B SD DWG W.09 _ O y T A I Sheet 19 of 22 + -m Siring crook- - - - 4 ' w _ cm 6 o— �op H 2"r LL 10 p-I,g zm �zm 6?� to D i� r� C) o O <c�� m T'3 /l1 -A �i� 7/1 III �IiY b� r [ if]t `Um ���� PLAN VIEW r rLo + W m SPRINGBROOK AVENUE LJ 4760 --- —�-�__-T Q954% � 751 —DE % g PROPOSE GRADE - - ----� e` ryh0 E ING -R�1DE 1 0 �x1ry�� ?� a 4750 G 2 �__FUTURE GRADE 4740 N CD M O O) N M D O NO t0 O a0 -- Cl! _.____ —_ M - _ _ _____ O/� 1n OT M f� -- —.. __.--_ rI� 00 CID t0 CD t0 t0 co IA N U). N � d '* < < Y n n n n n n n n n n r� n n r- n n r` r r n n n n n n n n n n n n n 00 6+00 7+00 8+00 9+00 10+00 11+00 121,_ 13+00 14+00 15+00 16+00 17+00 18+00 19+DD 20+00 21+00 CENTERLINE ROAD PLAN AND PROFILE A64.6 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-0"VERTICAL) P SPRINGBROOK AVENUE 1 V h '�h00p� Q1 ,•y ~���.q J'iy a a a(a��'a xo\�,ba� � Ox v , J ---------------------------------------------------------- Gp a 1177 LF 15" SDR-35� PVC 0 1,27% NEW B" DIP 199.6 LF 15" SDR-35 --_ WATER MAIN PVC 0 1.16% FL=48.67 V1 00 34.48 LF 27" SDR-35 108.1 LF 27" SDR-35 400 LF 30" HDPE PVC 0 0.29% NEW e' DIP PVC 0 0.703% 0 0.21% - WATER MAIN - - . 1. a: rn rT FL=40N, rn N cO o 00 0), M 00 M 00 M w M+T Drawing Date: 1/27/05 CD CV. CV 6 C5 (n M 06 r�l t` t6i CAI ui 4 Ni 1" CV h[ti In Ins :n a a c a v a a a v dd. - - . _ 9+00 10+00 11+00 I2+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 A B 4.6 2 STORM SEWER PLAN AND PROFILE A64.6 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VER➢CAL) AS T 3661 e N LOT 14'p� a� ((�JJ�� — z�LOta 1 J �m� * INSTALLE�CITY ST DARD -� DEAD ENp BAR@IC v ti COB-STDDwCN0.0910 ' LO 16 _ a��e Sarin r"k- v-e-'A a �; - Sheet 20 of 22 Sp rite _ Ave e i V =z N o --w - ; 2 - i. Z� m T NAB a RIT I L0 a U ��+�F�°� ♦,�� �� PLAN VIEW__ �PP�y\T�c.�P° �P°J`' 1,`�y 1h P♦ SCALE: t"- Cj) g sy♦P ��1 h1� �a} 1y ``� � SPRINGBROOK AVENUE y`1y yes gg ♦O�,+a °xR♦ryk1� y� �c♦� ,yp� °\J`'� ?1 ;r^S �• o o 'ti 'ryy1 pPd' �V♦� ♦J5 r--- yy 1�' ♦ �" 4. N 1 y EXSTING GRAD`—E-- �->._ -b.6H5% ♦°x J� �♦`'� �"♦" IOj° e1y .6x} �� y �. ♦ Ja ♦ ♦csJ° y 1 � W 110 ---_ �` `♦Y Q. xy�any I-.a _ Al ExlsnNc —1.4877 V QG ° GRADE `"PROPOSED GRADE ?° o,`y�'lP�M1y QG - r� x1 F (Si - - °jx��4. 1- ♦ox FUTURE Q" ON 414U I� N tD'. O� •� f� - M c0 ar <J t0 M cD O� N c0 O d' O� pp aid Ic 10' In u-) u M N N O O O� m 00 f` r c0 �[) d •� M cam. u� 00 � d' d- d- d- � d' -• d- -1 d' d' 7 � d' � d' d' d- -Y •t -Y -? •-t --1 d- •:f 6+00 70n 8+00 9+00 10+00 111I)F 12+n 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+0 ' 21- rj--�TOP OF RIGHT CURB PROFILE AB4.7 SCALE: (1'=50'-0"HORIZONTAL)(1'=5'-0" VERDCAL) 1y h P'�1°a PP°♦ 11h �h ♦S I+y fz 05�Q141y1 1}1 }yi0 ♦JyQP°♦Jy SPRINGBROOK AVENUE °♦J�♦1� �� 1 `` yn•?1y 9xv a y, }1 e�}♦ ♦�`. �a oyF 5 y � 9�� ��x°�k1� 41/b1� J`' '0♦ PP°`J Q'P°♦J '�S♦°�J ♦ �Js �,pp 4`' rv♦. ° °O x1�yFy`�'1`�2O ' y' x EXSTING GRADE - _ - .792% ♦p 6,�1y ♦yb ♦`L d� .x11 yk1�Qa° o - -1.482% EXISTING GRgpE'-- ED GRADE POS Qv ° - _ ° e°°o0 i. y° 229, • ♦°�s hblyy —=�__�FU_TURE___CR-ADE ', a xt Draw[ Date: 1/27 05 a c0 O) N cD a, M cp QI N cD O. �Y� DD N 1!J Ol M CO M) O] M a0 / a _ - ID � A t M N N t � COI f� 1� (D � M M N M ;O -. r w d' '? < d- d- d t a d' � � V' d- d- d• d' d' d' �I � d- d' d' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 A B 4.7 m s z TOP OF LEFT CURB PROFILE AB4.7 •-0" VERTI SCALE: (1"=50'-0" HORIZONTAL) (1•=5CAL) AS BUMT 9 /j03661 O CD -"p (b opt i a INSTALLS G7Y STAN� Q DEAD-E STD U9o"IC 09k i LOT 8 LOT 13 _\�1 P m r -v C�-E`bWRRk 09t�..« � �- Z 11 a tn,o way y - _ +i — ass - -- ic> 47;' '-- ------ 7LO 4 Sheet 21 of 22 T1T- ALLED SWALE .JG ... I U E SEE DETAIL 5 ON SHEET C3.4 LOT 12 0 0 0 r- I N� GRAIL U TEUP INSTALS � ob E- Y -� L� 0T LOT 15L-DESA k 00 N I N -Vg N LL P PLAN VIEW €m SCALE -50 _c HARMON WAY _c c w 4.� ►1 J �k1 Mx yQ p�10 O J x� ► 6A' 'ZQ'p0 �'„CO � 4750 - - - -0.637 PROP- - --- GRADE EXI ---- S 11NG -1 389, --- W _ -�FUTURE J - --GRADE , U 4740 --- � za O t r.. - a0 rn N 'Imp O 07 00 1` r IO - r7 N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CENTERLINE ROAD PLAN AND PROFILE A84.8 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) r00 V1 v� \J5 PS 7ti � � O4�p y'40A p O Jg � \ry Ox,OJ b1 �•�+' �p` �'9 HARMON WAY �� � �'�e ox `p u HARMON WAY Jee ^ 4750 hp a�a J° 47501 con 0.639 PROPOSED GRADE - -0.637 PROPOSED GRADE N -1.389, — -- -1.387 EXIS TI'-----"�-_- I __-- NG GRADE —`— -1.38q, EXISTING GRADE- - _ FUTURE ADE � FUTURE - GRADE 4/40 474000 � vi m oo ao r\ r` vi U-i r i �i N oo' a o co so o r` v'� �, ��� p � of m ai � co � �� � � � � � cD � 1+7 y i M N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 Drawing Date: 1/27/05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 TOP OF RIGHT CURB PROFILE TOP OF LEFT CURB PROFILE SA84.8 SCALE, (1"=SO'-0'HORIZONTAL)(1"=5'-0'VERTICAL) A84.8 SCALE: (t"=50'-0"HORt20NTAL)(1"=5'-0"VERTICAL) A B 4.V AS BUMT LIV105 x i v 1 1' Ut U GNU dANHIGADG O O I;!100� II OB S�DWG N0 09810-z 4 -_ -'-jiS064,-F+f? T 4 �' i o. d .-1 - -_)_- >. DETENTION POND#1...1,1�1 4•,` �Ao�s `, ZN �C X \' -T /': / ' T11 270 SO FT O MIpp PT�! 2 4 1 SIDE SLDPE 1' \ .� Sheet 22 0 22 6T W1 Oil 0) N T pk' A Cfl \ --A 11 1 it g 5 GRAVEL SEWER ACCESS ROAD —^Q 1 i - - w d- d'� 2%SLOPE 2%SLOPE C,RPR ES Ox�`S,by^k07� k .(1 q. 0 x �y . 00 ph }5 °y� 01 •1 .�'.>h P�" °j �" `+p Ox SPOy�kwN.s 12 OF 6" PIT RUN DURHAM AVENUE sxry QaA1� xAy 4,^ 475 A ,--AL _ � - -- U COMPACTED suecRADE --_-- '99% � a75o � GRAVEL SEWER ACCESS ROAD PROPOSED GRADE /°r FUTURE_GRADE _ 71' A84.9 SCALE: NTS _ - _ _----_ IFCO/714 OVERFLOW GRATE U "V 4740 SLOT WIDTH=10.32' 4740 .. TOP POND BERM ELEV=4743.40 189 LF OF 27" SDR-35 PVC ® 1.10% SLOPE 27'OUTLET PIPE O rn n cv rn u-) in O In o co In 0p n n FABRICATED STEEL-,,- Ol 00 00 07_ 'l, a a a a 15'HIGH 00*NOE o n n r r- n n n r- n n n n n n m INLET GRATE FIL aur=4741.05 0+00 BOT.POND 00 2+00 3+00 4+00 5+00 6+00 7+00 8+01 aidELEV=4741.90 � CENTERLINE ROAD PLAN AND PROFILE °O ao A84.9 SCALE: (1'=50'-0"HORIZONTAL)(1'=5'-0' VERTICAL) VJ �wj `1 0+00 1+00 a4�p,A Y LIP. EASTERN STORM SEWER PLAN & PROFILE 77\\\-4"THICK RECAST CONCRETE AB4.9 SCALE: (1"=50'-0' HORIZONTAL)(1"=5'-0" VERTICAL) 5 OUTLET CONTROL STRUCTURE A84.9 SCALE: NTS � Z }ryh �ryh A. .3o pP Jp0 O Oq pp° 0 � h�1 Jp °y,' h ►° ,``.� °�, h'.06 01, A. 6'/ ,4750 x ,V k O �� ♦ ry^�, -1 ���ExlsnNc DURHAM AVENUE 4750 x , — DURHAM AVENUE �� FfviYt —_ -_EXISTING.GRADE 0.637 -0.63% PROPOSED GRADE FUTURE GRADE - 0.7_° FUTURE GRADE --—_ — 4740 v Drawing Date: 1127105 o OD 00 aD ri r ^ [LJ (iJ Iri Y Y rj O O> I� �!] N O� to o o � � � � tD -. g0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 t ■ c 0+00 1+00 2+00 3+00 4;00 5+00 6+00 TOP OF LEFT CURB PROFILE 3 2 TOP OF RIGHT CURB PROFILE AS BLTII.T - AB4.9 SCALE: (1'=50'-0'HOF21ZONiAI) (1'=5-0"VERTICAL) AB4.9 SCALE "=50'-0'HORIZONTAL)(1'=5'-O' VERTICAL) M27/05 #03661