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HomeMy WebLinkAboutPP-02_Overview - West �E IDR !A , - �r �� ` G �' - _ - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - - - rOF rnF F TnF TOF TnF rnF TO 2542- - - R -_ Tei<__ - E -__ _- - _ _ _ GIRR _ _ TOE _ TOE TOE TOE TOE _ _ TOE _ _ TOE APPROVED _ IRR ,R - - - - - DATE 01/13/25 1 F - - �� - - - F9- - - - F IFT� - - FO - - - - - £IR F� - - - FAR - - -FO rtRFi EP- IRR _w X X X SOX ,, -�O J - - - - - - FC z T n _ _ _ X X X X X X �� - \ H_2024_0016 W W W W c _ €P - - - EP EP EP EP p T Sheet Notes. FILENUMBE0. G� - - -W W W¢ W W W W W C/3 o=_W - -- W W W W W W W EP W EP EP 1, CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF PROVIDING m -2544- - - - - -¢ co z - - - - - - - _ ''� M - - - - - - -____ -_ - -_- - - - NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT O S � EXISTING WATER MAIN - - c - W. McMILLAN RD. rL - r v) J � w r - - INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS G �` ` Qv P oo - - - - .'�"T a -, � .�, _ Q Q o_ z- !�. - - - - - - - _ SHOULD BE EXPECTED. o c� w �� . =o � w` m ' � - - - 2544-- - _ - - / - - - - - - - - - - - - �' z� - - - - . w . w . W W W . w . W W W w w . . w . W W W w . w . W W `�'�- - J. - - 2 GG _ w� _ � _ _ _ -�-2 _ Wes- , - �W - 5 .�. 6IW_ � o z ¢ cn - a 2. ALL SIDEWALKS ARE PLACED WITHIN AN 8 PERMANENT ACHD EASEMENT.WHERE THE SIDEWALK I F W - . W - . X'_ a - - - - - - W J Q . W W W a W , W W W - -w - - W W W . W . . . ..t7 .- - .'� - z 254 $ 2544 - IW-- - - _- - - °pn'= T w W- - - Crr - -_- - - - - --.- _ _ o - - - - .i z4 w - - - -W� - - - - - - .- --- - w ,r W DEVIATES,THE EASEMENT VARIES IN WIDTH MEASURED 2-FT FROM THE BACK OF SIDEWALK. / w w -. - w . W ���.- - =cam y - - - - _ w .- - . - W - -.C) V- - - .- -" %� = w �� - --- -- --_- - -w- 2544 -; w w w W I- /. . .. .. .. w . . 613 . . N LATERAL REPAIR - w -L, c�'� - �. - oc T w a- - - _ - '� .� - E � EG�. �Li �' I - W �W- - . . . - _W a W W W W -__ -y _ ___ - - -W- _ _y- - -W . . -W_ _-_-_- - - - W W W - - - -E� - - - - - - - - - - - - - - - - - - - - - - 3. PRESSURIZED IRRIGATION LINES AND GRAVITY LINES MARKED AS BARATZA IRRIGATION SUPPLY LINES U, W Wy�W � W W _ . w . W oQ = �� W W W W W W . - -W- - -.- - z-W� __ -, =E � - T . . . w . E� . . . fG EG 7 �.W'-'I a r = ' �E 1 EG. - W - W6Q'"GIRR'- - - - - 60"G�R�- WILL BE OWNED, OPERATED, AND MAINTAINED BY THE BARATZA HOMEOWNER S ASSOCIATION. c� - - - m-.)iG ` - - EG. w . w w w W �- EEG w w w EG. w EG W -- - - CD Q EG EG EG G W w W © GIRR w `w z`� W W W W W ".Biti- W W W " ` W , W W W - - w MAINTENANCE OF ANY PUBLIC UTILITIES CROSSING THESE LINES SHALL NOT BE RESTRICTED. I -6O'GIRR.` - d GIF�R. y6{l GIRR .GO'G . . . . EG . . ,EG . . -y - . . . . . - - - - - - . . . . . fi0 GIRR . . . . . - .6O.- I . - �� - - - - - - - - - - - - - - - - - - - � �= 6{1"GIRfi _ _ .�. ��` 0,311SF _ - - - - - - - - - - - - - - - - - - - _ - - - - = BARATZA IRRIGATION - - _ _� � - - - - _ _" _ - z SU PPLYLINE LEMP CANAL REALIGNMENT END - - w _ w _ W W _ _ w _ I . � . w _ �� W �.� �� _ �� �� ��� �.� - -� - _ _ _ _ _ _ P - PI _ _ _R_ R �PI P R� P R PI PI R R �PIR �R� P� t'1R .PIRR �z.PIRR �R .�,�-. 45' 45' 50' 45' 45' 45' 45' 45' - -45'- - - -45'- - - 45'- - - 45'- - -45' 45' 45' - 45, 45' 45' 50' 50' 5 ' - �- _ . w"� h '_`��w� - - _ _ _ _ - - -_ - - - - - - - --- - - � --- - - 0- - ,- - - -50 - - -49 50' - 40 - EXISTING LEMP CANAL ;ALL/. N \ o �W o W W _ \ / �' - � � 61 L8 I I I I I I I I I I I I I , I I I I I I I I I V I I o 1 61 L24 - - - �� B1 L39 I MBo I'W"W w .°C `� 3,463 SF '� �1 L9 B1 L1O B1 L11 B1 L12 B1 L13 B1 L14 B1 L15 B1 L16 61 L17 B1 L18 B1 L19 61 L20 B1 L21 _ �1 L2� _ B1 L23 ti LL' - 1-'W` . . B1 L7 I I - __ ,�0 � � � L � I I � I � � 3,450 SF Bi L4O _ B } W. - B1 L6 I 3�90 SF 3,825 SF 3,825 SF 3,825 SF 3,825 SF 3,825 SF 3,825 SF 3,825 SF 3,825 SF 3,825 SF 3,825-SF 3,825 SF 3,825 SF co � 3, 5 S °O 3,53 Sf - B1 L25 B1 L26 / B1 L38 3,458 SF _ w In co co EXISTING CREASON LATERAL nc W W c 3,884-SF -- i �/ _ - w N B1 L37 1-SF °° 3, W �� w.u.w 5,889 SF / �� 4'-� \ - - - - - - - W W w I 3 - �-1 \ i /J - \ 4,133 SF % 6,539-SF o 0 6,509-SF 4,097-SF _ 3 09 I � / 1s� / - Q _ - 1 I L'�' WW I ( '� /L zq, �� �- -� 1- L_ -� L_--� 1--�1 I _ Za 31 - 0, v �Z /�/ ,/- ,-*.� I` �� / - 31' � 'S6 1 W W W w �/ 2y. 29 w sr� 3� y3,-11 -45,- - 45�� - 45'- - 45, - 45,- - - -45,- - - 45, -45,- - 45, - 45, - 45, - 45, - 45T� T.13� fir..\ / ./`. ` _ SS ,� y4, - cr 1 1W WTI / / II . IWI . . . . . . . . . . . . W . . . . . . . W . W . W . . W . / �)� I�,,.� � o� L 44'- T � ,,' 8"W 8'W �s W_ �B11W� 8"W \� - 5T - � �. '."�'. .� � - - - . . �� [ 1V � . � � _ _ _ _ ST EETB _ vv / � � � / - 2 3y, co '� VA- VA �v3� - -1 y., - -56' M M � o l� P-23 8"$$ 8"SS 8"SS 8"SS 8"SS \ 8"SS \ � .',' �� 0 61L5 I _ w � w � w � � w � � w � � w � WWw � � � ww � � � � w \ 1*1'��� .�-�.��� �' 3,345SF I� `/,� _.30'- -.45'- - -45'- --45'. - -45'-- - -45'-- -.45'- - -45'- --45'• - - -45'- -45'-- 45'- - _45 �45' - L 30'� 1mil I Boo4sF �� �.�.�� �� o B1L36 8SS I oc � - - - - -- - - v .. 1 3,992 SF M / r 40' EXISTING 24"SEWER MAIN �I� -�� F- - - � � vv 4 - � - - � -1 � � � - � � � � � �� - � \ - � V � ,moo / - 1 , w w" F_ - - 90'- - -.- I� 'I.-I� =. . w-[- I I I I I I P2 I I I I I I I I I I I I I I I I I I� VAS ��" - �I��'� B1 L28 I o o I B1 L35 \ "�\� �I -' B1 L4 ) ) 1 I32 L3O - I B2 L29 I B2 L28 -, I B2 L27 _- B2 L 6 �. I B2 L25 �- I B2 L24 �- I B2 L23 B2 L22 , I B2 L21 , I B2 L20 � I B2 L19 � I B2 L18 I B2 L17 _ VA B2 L1 \ I �I 3923-SF -' 1 3,802 SF I rn rn rn rn rn rn rn rn ' rn rn o`�� 730-5p\AI s� 3,923 SF - m 63 L� o �,730 SF 4,334 SF 4,334-SF 4,334-SF 4,33q SF 4,334-SF 4,334-SF 4,334 SF 4,334-SF 4,334 SF 4,334 SF 4,334 SF 4,334 SF 4,334-SF w W W rn 40 LEMP LATERAL GIRR ESMT. (SETTLERS), W I"W .[.ac L - - 85' L � I , 100- / w oc L- -/= -100' 1 4,012 INSTR. NO. 2022-004163 � w- - - - - I I I I \ \ I _ - W B1'L34 1,, v F_ 0 �� I I I I � A �I I B1 L29 I o 1 I 12'GRAVELACCESSROAD� I'. % - - _ I B1L3 � - J - - � L - L L - L - - L L - - L L - L L - L L - - L L - - L L- - - L L- - - L L - -1 L - L_ - -� \ v .� �` = '. 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NMID ' 4 I. �" L - - .85 O° B2 L1 r B2 L2 r B2 L3 r 62 L4 r B2 L5 r B2 L6 B2 L7 r co M \ \- o0 �, �, B2 L8 �, B2 L9 �, B2 L10 �, B2 Li 1 �, 62 L12 �,, B2 L13 �, 62 L14 B2 L �' \\ - - RRW R B3 L3 ( ) ILL r T r 580 SF 5,099 SF 5,099 SF 5,099 SF 5,099 SF r 5,099 SF 5,099 SF 1 5,099-SF I 5,099-SF 1 5,099-SF - I 5,099-SF 7 1 5,099-SF I 5,099-SF 1 1 5,099-SF - 5,580-S \\ B1 L31 \..W W o I B1 L32 o c _�� 4,372 INSTR. NO. 202�1-180210 -w .1 _I I -I _ � - _I - -1 -1 I I - -I I I I _ � = \ I 4,000-sF 1 -j I 4,000-sF I - - f� - -�1 TRAFFIC CALMING AT � _ - - - - _ _ _ - - - A ,- a' w.�/ � ��.'.� "w . INTERSECTION - - - -1 L - -1 L- - -/_1 L- - -J L- - � - � . - � � - - � - - � - � - � - � - \ 100' - � �`� 100' -I _ ]- - cn � � � - �. A � � � � L ❑ � IRR IRR �� -- =�-- --- . .��w*.'w� ', I�I I I I�� �� I . . - - - - - - - - - - - - - -� -- y w . � -- GA �T �T � u RAF -- � � _ - z._ _ w W _ WATER P.O.C. u'j - - - __ I TRAFFIC CALMIN T '� - T FIC CALMING AT z - .� _ _ EXISTING STRUCTURE TO REMAIN 30' 45' 45' 4 T 45' -45' �45' 45' 45' 45' 45' 45' 45' I ,d'I 30' 4 � � INTERSECTION INTERSECTION �' w' _ w w w W w . w tv a . . . - . wv 0' W r V - - W M-F 12 x SEWER P.O.C. 8 W - - 8'W _ _ 8'W W. QUINTALE ST._s�W 8 W 8'W - - 8,� . .�. _ S S S 8S I a M SS ff SS 8"SS M � 8"SS 8"SS 8"SS 8"S 8" M y 8"SS - 8"SS I r s" R V - d . _ . . y I '.R/W. _ . . I _ _ R _ � . � � �R/. _ .� _ . � _"� �� I . . I . . . . I ... �. ��_ EXISTING 12"SEWER STUB . w . R EXISTING 12"WATER MAIN �l IRR IRR _J - - elf _ - - - - - - -.- - . - I -�� �.� 3�2�SF'� �w_ `_ -.w -w - 64�-5>` --- -- - \ \ r �.� T �.� -.� .f. 99 100'- - - 100'- � I - 100' - - 7 100' . � - 95�- -96'- IR - 100� --1 �. - . -W W - . w I - _ B9 L2 v B8 L2 P 2 B8 L16 �I B7 L2 B7 L16 °° �I B6 L2 1 6, B6 L16 °° �V B5 L16 VA \ o _ v - GI� R R. �� - .I o o 4,500-SF 4,500 SF `r 4,500-SF v 4,500-SF � 4,298-SF � 4,000-SF \ W .w ' \ W _ w _ W U) I cn 4,2s8 sF V . cn wl�. � � w � 5,923-SF cfl � cn � � w �� � .'. 100'- - 100' oo - 100' - - 100' - g5'- - 96' - - 100' -11 \ _ I R. _ w _ �R _ w I I� r---� 99' - � 1 F- - - - - � - - � � 1 � � - - - - - - - - - - I °° 1 � - - - - � \ �1.'.-. \\ - -ioo -� ��� - - I B8L3 � � � T T � \ 65L15 \ \� o B5L2 wyw u� w w B8 L15 67 L3 I o o \. o I EXISTING 24"SEWER MAIN I W w � B7 L15 � 66 L3 Cn B6 L15 4,000-SF 4,000 SF 1. '.' 4,500-SF 4,500-SF �I 4,500-SF I � 4,500 SF � , � �, \ w W. I. L - � 4,298 SF 4,298 SF - 100 33 p ) �`. w - 4 33 L - 100, - L \��- �� = I�*1 I B9 L3 �� - 100 - - - -100' �� I - 100' 100, - P 2 95' L L g6' - T 4T - �. w - - 4T `_ 1 _ >- .A .A.: j o Q ) q- - 5,9vsF � � - - - - -1 F - - - - B5L3 o �y...y..w �� 1 - 1 � � 1 1 � 1 � � � � - � T T � 65L14 o A cn - I b° B8 L4 B8 L14 O° co - W 4,00o sF I� c' I- 99' - _t � �; B7 L4 B7 L14 I I �cn ;r; I I B6 L4 B6 L14 4,000 SF \ `\ ". - - V � W - I 4,500-SF `I 4,500-SF 4,500 SF 4,500-SF c w - - L \ \ ` -100' 1= a I } W IW w W F I L L 1 � 1 1 I �1 1 1 4,297 sF 1 1 4,29s sF 1 4 100 .W , - m �W�W �o -W w I a 100 - � � - 100' � � � � - 100'- - - � � - 100' _J - 1 L T - 96- - 7/ - g6' - T U) P2 - - � W.y \\ �, - T B5L4 � � _ �. o _ _ _ _ W\- , _ o co Z I- [ ` , .-W- 0 B9 L4 to �+ v T I T - - �� - °0 I B5 L13 .W LL��W W 4,00o sF l� - �I_ W B8 L5 � I 1 ctih / T , I 4,000-sFl I . . . V\ w 5,93o SF 1 `� 1 B8 L13 1 W I B7 L5 1 I B7 L13 33' - - \ - 1 �' `w 4,50o sF 4,50o sF u.i I I B6 L5 / B6 L13 w 100'� - - 5 Li �� -100' 4,500 SF 4,500 SF 4T 4,298 SF 4,298 SF W 1- - - - 3 ,015 SF .' Q S �\ �I.� I'.1,- - 99' - 1 L 100' - � 100' -J � y I � L - 100'- -1 100' - � � � � - r96' �/ L - -g6' - 1 � �.�.'. o A �� B5L5 0 1 I..� I�1.`� � � � - 1 - � 1 W 1 T T - - / - - - - T W Boo 1 I . �yI � .�� ��� \� 4,000sF 1� 9 / I `- �� = B8 L6 a, 1 V B8 L12 �, °° I 67 L6 B7 L12 OC °° 66 L6 / B6 L12 H - 100'-)- - `." `y' -100' - Q / cfl B9 L5 0 4,500 SF `t 4,500 SF 4,500 SF 4,500 SF y 4,258 SF `* 4 2 - - .'. .'.'. (- V - - f m \ 1�}- �'1. w 1 5,934 SF 33' - ��- - I 1 1 1 98 SF 1 I 1 / vv z 1 -1W I I 100'- - 100' 1 N 100,- L- cn L - 1 I I B5 L11 1 c 1 \ B5 L6 I o �.r. 'W 47' - - - °0 100 1 - g6'- - g6' o w \ \4 _ I � �.wl.- L W W w gg' - � - - - - - - - _ 4,00�sF . . . . \ - � V I - EXISTING STRUCTURE TO REMAIN T T L - 100'- - - J - 100'� \ � 1.. - - - - Fn B8 L7 I � \ B8 L11 � I �I B7 L7 - B7 L11 - B6 L7 _ B6 L11 _ _ 14.,I,�-. - \IT \ W w'\ w W 4,500-SF I � A 4,500-SF v 33' v 4,500-SF v �* - - \ I� .V. V I I 4,500-SF 4,298-SF 4,298-SF _ B5 L10 _ W' W'.,w o I B5 L7 ®- _ �w 0 B9 L6 1 � 100' - -100'- -1 47 - 100' -] L 100' - _J T - - - '- - -" 4,000-sF V A Ii 96 - A \ \ N - - 5,935 SF o 4 - 4 - - - - - - 96 4,000 SF w W � W . w - - 100 - . IRR. IRR. v3 v P 2 T - 100' - - P-2 .� ,- - - ,�, B8 L8 B8 L1 O V O° LO B7 L8 - B7 L1 O I- - B6 L8 _ B6 L10 >- - - - � . w . . \ w V 98 I v 4,500 SF v c v �n in B5 L8 \ � _ �� 4,500 SF \ 4,500 SF 4,500-SF , 4,297-SF I `t 4,298-SF M B� L9 I o o \ o ti _ S . ��, .I�� 11�� L -100'- - -1 - Pi_100' PI �'J - 100'.iR- - - 100' - L - g5' - ,_ - T 4,0 - '.`w 4,00o sF \� \ .'. .`, �� - � J / - -.- . - -.- - . �� � �� � PIRR PI J EIR -PIRF96 PI R I L - � - -100' - -J � �� cv. _ B9 L7 / / \._ - - L L L L -. . - - - �&t9-. - ;r�- 99 - - - - A . 1. a, 5,822 SF �w - w _ _ w _ - * �. _ .� , - - - ■ W� I I _ w _ _ _ _ _ _ _ I .1 . ".� - � B��W - - - 8"W 8"W 8"W 8"W- - - - - - - - 8"W I� .o= L - -gg' L S -M-3_ $„�5- 8 - B„� STREE$F W M-v 8"W c� _r` _ ■IIIIIIIIIIIII� y MB 11W W a F 7 � \ � SS �"SS{ - 8SS M-F -s"SS- -g = a) C N �y� B9L8 \ �`P� _ _ � � � I � W W w�_ w W w _ w w W _ w . � � . w . , � -� w w _ . w . . . . B9 1-.'- I 6,3ss sF \ ," 3� 20' - - 60�- - - �60--- - -60' - - - 60� - 60' - - 60' - - - -60� - - -60' - - - -60�� - - - 60'- - _60'- - - - -60' - - - 60� - - - -35�-- - -36'- - - -� O " 1 1,3 S W` L - ,N -38- - 3 % 7 - - - - - - T T- `- �., W . T T F-- -- T T - TRAFFIC CALMING AT j - y I - -121'- - - r`_ - - - - - - - - I J- 4 - - - INTERSECTION -1 �)w '� ° - - - - - - - - - �' TRAFFIC CALMING AT \- - I I. . �- \ .1 1 INTERSECTION P 2 1 1 1 1 1 1 1 1 \ l 1 1 t'. -.I-w-. 69 L12 o I 69 L13 o I B9 L14 B9 L15 o I B9 L16 I I B9 L17 I I I - f.W` ' I _I B9 L9 _ o o B9 L18 0 .,,. I-W pp o B10 L2 o B10 L3 o B10 L4 o B10 L5 B10 L6 B10 L7 B10 L8 B1 O L9 I \ W y .W W 6,273 SF 6,600-SF r 6,600-SF 6,600-SF 6,600-SF r I 6,600-SF 6,600-SF - W,l W" T 0 2 I Bi 1 o N I `I.w - 9,581-SF 1 1 1 1 1 1 1 1 1 -` c�ii - T - � - - 6,600 SF r 6,600 SF 6,600-SF r 6,600-SF r 6,600-SF 6,600-SF - 6,0 to w w 74_ - - M cn _ _ - �' I w l 1 - - - - - - - I I I I I I I I I I 1 .�� K 2542�- . 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T 6,600-SF 6,600-SF 6,600-SF 6,600-SF T 6,600 SF T 6,600 SF T 6,600 SF 6,0 079 SF T uc � T i t l i t i t l l 1 I'.ly W T l l \ - l I \ l .I- W jay �y � 1 1W 4 l \� 1 L J L - - - - J L J L - 1 .. .Wlw W WI.I 1 / I \ - - - J L - J L - - J L - - J WW I.y1-W P2 - - � L J L - J T�- - - J L - J L - J L - J L- _ _] I \ _ - IRR �� / �s' 44. .60 .ter - - - 60, - I -60,- 60, - -60,- - - gO� 60' 60' - - -60�- - - - 60, - - - 60,- - - -60,- - - -35,- - -�'` . w w 29' RSA, _ _ _ _ _ _ . . . . � . 7 . 7 I I _ � . 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