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HomeMy WebLinkAboutPP-02_Overview - West \ \ , GIRR /or G - - - - - - - - - - - - - - - - - - - - - - - - - - - 2542- - - - - - - _ R %-- SIR13 - _TOE- _ - - - - TOF -aMF- - _ r1 - - TOF - rnF � - rnF - TOE W - - IRR --_X X - X - - X_ _ - - GIRR TOE TOE - _ TOE TOE TOE TOE TOE -z T T_ _ _ - - - - - - - - - - Sheet Notes: F FA FA FO FA FO FO EO EP W f X X X �X X �� _ - - X- X- _X -X T - _ - -X X �� - FC v _ ER - - - - - EP EP EP EP P EP EP EP W �' W W W W W W o W W W W W (J W M -W- - -- W W W W W W 9 W W 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF PROVIDING - - - ¢ 2544- - - - - -¢ o z - - - - - - - 'L �- - - - - - - - -____ _- - _- - - _ - NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT O $ EXISTING WATER MAIN w - - - -w o _ _ W. McMILLAN RD. INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS - - - - - ,� p� Qw 3: - - - - - - - - - 1 RR -.- {. a- , � . - _ Q Q z = _ - - - - - _ _ -= SHOULD BE EXPECTED. .. . . . W . . . w . . W . � o c� '' w =o � i . - - - - 2544 -z-� - - / - 't z_ - - - - - - - - _ �. T �. w . - . . . . . ". W J. S --GCi _ . -�" _ RAW- - _''' - - - - o - z . W Q c�i� . . . - a . - _- - - - -✓ 2. ALL SIDEWALKS ARE PLACED WITHIN AN 8' PERMANENT ACHD EASEMENT.WHERE THE SIDEWALK z - - _ _ 2542 � ' - _ - - � � � . . . . . . . . ��� R� . � . � � � a \ - . . - X _ ¢ - - - - - - ¢ -- ¢ - . . - -� - _ w w .- .'� "B i� z254 $ 2544 -- - - __ - - nn�_ .� � �� _ _ �� - - - - - - - cs _ o w o - - = .i Z4 w-. . .�- . � - - .-w� - - - - - _ .- -- �� y DEVIATES,THE EASEMENT VARIES IN WIDTH MEASURED 2-FT FROM THE BACK OF SIDEWALK. - �/ w . w � � � -. - �- � � -c5 . - - _ - - - _ - --� . - -� - -.,� -� . - -�- - - - - -" � .� _` ��� � - --- -- --_- - - - �- 2544 -; A� �. .� _ .. -_- - - oc. - _- LL; �_ - �. _ - - = . '. CREASON LATERAL REPAIR = - . = cam'- --� �. - oc .- 1 -. w_ z "� - E � .� .,E��. E� �' - . � . � . � . . - . -� - . . - -� . _, . ¢�� . . - - - . -__ -� --�_ �-_- - r � � �� _ -�- - - --� _= - - - - - I - - - - -�� - - - - - - - - - - - - - - - - - - - - - - - 3. PRESSURIZED IRRIGATION LINES AND GRAVITY LINES MARKED AS BARATZA IRRIGATION SUPPLY LINES . . v, w w w _� w w w . - - - - -.- - �� __ _ r �- '_ -, - .� � U z � o < E� =EG- -� . EG �EG E R'S 7 ECG - - - - �6Q'„GIRR - - 60"GR�- WILL BE OWNED, OPERATED,AND MAINTAINED BY THE BARATZA HOMEOWNE ASSOCIATION. - - EG c� - - - m-.)<G EG. �- G EG- . EG �-, EG� W �EG © GIRR "_` . MAINTENANCE OF ANY PUBLIC UTILITIES CROSSING THESE LINES SHALL NOT BE RESTRICTED. a 1" .-.-. .60 GIRR Q"GIRR. o'.�GIRR .60"G.._. 0- 60 4GRR. EG . fG . . .60 GIRR _ .���.� . - - - - - - - _ �� - - - - - - - - - - - - - - - - - - - - � - - . . ' G0�'G' * ' ' _ -�- .� / - - -.� - ��� ��- _ �.- _ -. - - - -- - - - - - - _ _ - - - - = BARATZA IRRIGATION - - - -. I . . . w-. -y- .� - �� ��. ��. ��. - ��� �� �� �� �. �. �. .- r - ��- �.- SUPPLY LINE - _ .- . � .� �." ��� . � , . . _ _ LEMP CANAL REALIGNMENT (END) .�.' %' � I _�-� �PI�R� - �R� PIR :PRR �. wP. . � � .PI� . . . � w ���� - w . . - - �� ��� RR ��R �� -PI . P R P R P �PI�R. R 4PIR P R 50' -�45 45 �45 .� 45' 45 �45'- - - -45' - - -45'- - - W 45'- - - -45'- - - 45'- - -45' _ _45�_ _ �45' � 45' 45' 45' 45' _ . - - _ ,d _ 45 45 - 40 - - -40- - -40 -40 40 N �,. .�� - - - � � - I- - P2 - - � - - - � - - - � - - � - - - � - - - - � - � _ _ � �__� __� _ � - _ � - - _ �.` ' � - - - - - EXISTING LEMP CANAL � ' N��� I � I I I N IA 1 1 `'1 /� '_._.-J -y�. /� I� �� I � w V I I I " MB �� � ��_ - B1 L7 B1 L8 B1 L9 B1 L11 B1 L12 B1 L13 B1 L14 B1 L15 61 L16 B1 L17 B1 L18 B1 L19 B1 L20 B1 L21 B1 L22 Ba23 B1 L24 B1 L25 Bi L26 61 L�L7 -`���� ���� Bi L40 B1 L41 _ B1 L42 B1 L43 - Bi L44 - B W oc� I W.W. W", °I 4,207 SF °I 3,825 SF °O 3,825 SF °p O° 3,830 SF °p 3,825 SF °O 3,825 SF °° 3,825 SF °° 3,825 SF °p 3,825 SF °O 3,825 SF °p 3,825 SF °O 3,825 SF °° 3,825 SF °p 3,825 SF °O 3,825 SF °I 3,825 SF °D 1 3, 5 S I 3,837-SF °I °° 3,825-SF ' 1 3,825-SF ' 1 3,82 -SF °° ".W W � . W Cn 3,400 SF 3,400 SF 3,400 SF °° 3 472-SF °° 3,400 SF °° 3 EXISTING CREASON LATERAL ) � - - i I oo ' �� f I-`������ L - - J L- - 1 L- �13' � - -� -_ -� -� L_--I I �� s, \ �17� �� - - � �� - � �-� -I_ ��.�� L - J L - - J L _ J L _- I _ _ _ _ _ \ _ L- - J L- - - � _ _ _ _ I W - 49' 45' 45' 32' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 28' - 45' 45' 45' -�- - - 40' 40' 40' 30'-8' 40' �. L � _ / . . . . . _ � . . . . . _� . . � . . . _ II . y . _ I _ . � . _ I . . _ I _ . I � . cn `� - � B1 L6 / _ / ) + \ 3,132-8F � 8 W 8 W - � p 8 w. �8„W 8"W B1 L28 I-. /1 I B1 L39 i � _ . . . 2 / - - - - MEET B - - - A VA - VA �V A 3,098 SF .� /_ -�-W` 3,038 SF � /� 8 W - cz \ _ . . w P 2 85' rr, 8"SS 8"SS $��$$ •• 8„SS \ \ V 1 . �� .� ,�, B1 L5 / / . W � . W . . W _ W W W . W . W W 4 4 W ' W W W . W W 4 W . W . 8SS 8SS �� $ - 89 / I .�. = 89 8SS . 11�� 1-�"w" � 3,973-SF � / "� "/� -.30�- -.45' -45'- -45� -45"'- 45' 45' - � 8' V A B1 L29 0 ��/� B1 L38 / � � . . -�(�°� � - j gw - - - - � - - - - - -45 - --45 - - �45'-- - -4- -- -.45'- - -45�- --45'. - -30', ` 1 M 3,549sF W - - - - �jA W�- 3,549 SF M �� �. . �.a - s5' \ - /� . - - J i I =1- � I I -- >- -85' 0 85' EXISTING24" SEWER MAIN W ����*-1I La I.*..�� J - - - T I - - - � - � - - � -1 I- � � - - � I I � � �\_ - � VAV - �IV � - - - - _1 " . . `%. F , - � - - �1 �. I� l I I I I i I I I I I I I I I I I I I I I �\ \ �V B1 Lao t o I B1 L37 I �I 1 ��� .- - - - B1 L4 �2 L30 B2 L29 I B2 L28 - I B2 L27 B2 L 6 B2 L25 62 L24 B2 L23 B2 L22 B2 L21 B2 L20 B2 L19 B2 L18 B2 L17 A.,B2 L1� 3,400-sF � .-.-% - 3 400 sF �o 3 L2 B3 L; 7�os\I - / - °° �' } - c - *'� 3,838 SF I � _I 4,730-SF � 4,334-SF � 4,334-SF � 4,334-SF I 4,3 4 SF I 4,334-SF � 4,334-SF � 4,334-SF I 4,334-SF � 4,334-SF � 4,334-SF � 4,334-SF 4,334-SF 4,334-SF 3, 52-SF 3,852 'i'' I I \� A 0 85 . . W 85� 33' `.1 40'LEMP LATERAL GIRR ESMT. (SETTLERS) .`��`" ". - - .g5' VA - o wsTR. No. 2022-004163 -1`111- L'. . T = I I I / I I I I vv I I W 3 _ / .y.'-` �` y 47' '�1 11, �+ .w� - - I I L_ - � L- - I I - - � L- - - � L- - � IL I � W . . 12'GRAVEL ACCESS ROAD W B1 L3 - - -1 L_ - - -i L_ - - _] L_ - - _] L_ - -1 L_ � L - - � B1 L31 c 61 L36 , 33' I I 3,400-SF 1 1 � = 1 / 3,400-SF I � I L -1 �\ *I'�� - 3,835-SF 1 v - 50' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45, \ 50' K\ - J .w- I -o� I -I_W I 33 PIR PIRR / PIRR PIRR PIR IRR PIRR PIRR PIRR P RR 47 85 - �I� - - � 85' �o ) `� z ��11� 1���.�.w. - - 85' � � 1 - - - - - - - - - - - - - - - - w _ �. - - I� �� \ \ \ - I - B1L32 �5'SIDEWALK , . �1l. 9c,. ' - - - 47 1 I I I I A \ - o I o �.". I `� B1 L35 I I I ('�". � , �' \ I A VA �� 3,400-SF w 4 . 3,400-SF I �.�.' I '.�� .IIw �, 61 L2 1 v I �\ 1 _85, _ - ���. . "' ��.�.�� I w �� 3,832 SF - c� 85' I [+ � I � �t � I � �, I I I I I I I I I I I I I I I I I i t I I � - � � - - - M �� '�" - - ao - • B2 L1 r B2 L2 r B2 L3 r B2 L4 r B2 L5 r B2 L6 r B2 L7 I.,� B2 L10 Z, B2 L11 � B2 L12 M B2 L13 B2 L14 B2 L &' VA - -- - - �I� - �I 45 CREASON LATERAL GIRR ESMT. (NMID) [ ".' �- - - 85 L r 62 L8 r B2 L9 � 1P1fR \ �\ -P3' B3 L3 580 SF 5,099 SF 5,099 SF 5,099 SF 5,099 SF r 5,099 SF 5,099 SF 5,099 SF 5,099 SF 5,099 SF r 5,099 SF r 5,099 SF 5,099 SF 5,099 SF 5,580 S VA b B1 L33 I - .. B1 L34 �i 1 l l .\. o o �8,086- E� 4,532 INSTR. NO.2021-180210 - � �I I 3,400-SF "I . I .\' � I 3,4o0-SF -L- TRAFFIC CALMING AT '1 J 1 _ -I _ /II I - _I I -I I - -I I - 1 I - -I I I I I I I I - -I - - 1 _ _ �.� - � - - 1 - -J - -/� � - � - � - � _ L - - -1 L- - - -1 L- - � - � - I -1 L_ - \ ��-L -85,. - -`� 85' � � _ �. �„ . 1,4 INTERSECTION �'. - � � - - - - - IRR IRR w _ - - - �- -w . - - �- - �. �.� , T �.- r.--�- - - -�- - -� - . �-- y - - - TRAFFIC CALMING AT ��� TRAFFIC CALMING AT �� �� - - �� ��� -- ��� -'` - INTERSECTION INTERSECTION r WATER P.O.C. = EXISTING STRUCTURE TO REMAIN �� 30' 45' 45' 4 ' 45' -45' �45' 45' 45' 45' 45' 45' 45' 45' 30� - ��- �/ wv rs W W W . W . W . . W W W W W W � W . w . W W W . . . . . . .`.�. - $ 8'W w . . . . . . . . I � _ � � V 12" 8"W g°W g11W $ - -I w - SEWER P.O.C. M_F \ - W. UINTALE S . _ - - - $W - - M L 8 w � XX - p - _ \ 8S- R/�I1 R1UJI -R EXISTING 12"SEWER STUB - - I _ _ _ _ _ _ � _ - � w' .` _ RAW R _ w w ,`w _ _ EXISTINGI2"WATER MAIN �l IRR IRR �� - -w . . . . ._ . 1 �_ - �- -.- - -�- - . .- - � I -� - -.7z -:-M8_5p- -� � � �. �� -.w -w - 6 -S>` --- -- -� � � 7-- �� r � � � � �.� � - - " ' .f 99' - 100' - - - 100�- IRS 100'- - - - - - .,- - - - -95,= -�- -� - - - R _ . W -. _� W� ' -�- 5 1 F - 1 � T - -96' - � -85 . - - _ B9 L2 v B8 L2 1 P-2 B8 L16 �I B7 L2 � B7 L16 I� ' °° �I B6 L2 66 L16 I- co \V I I B5 Li VA�o - W W W � " - �2"GIRR y I �I� o I o 4,500 SF 1 cn 4,500 SF � � 4,298-SF 4,298-SF � 1 3,400 SF ��" Q U) "� " 4,500-SF 4,500-SF c \ cn J w 5,923 sF I �, �, \ \ �. W M \ � �i W }W.W. 100'- - I I - 100, ao I - 100' -1 I I - 100, - � 60 L - g5'- - J I J - -g6' - 1 n � � -85' - - J \ w W PIRR` - PIRR ' R - . 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I 98 SF 98 SF 85' W - ►J 1 1,x w _ w y W W 4,500 SF 4,500 SF 4T c -'�' .'.' �� T Q 42 1". �" 99' - � � � � 100' - � � - 100' � � h � � - L_ - _ � C � - 42 W - - '3stl F -VA\ \ B5L5 �C , � w S \ c = . - ao 100 100 96 / - - 96 - L � H I I B5 L12 I c \ w . . �1 , 1 1 1 1 W � 1 T \ / -1 - - - - T �++ 3,40o sF 1 '. . 1 A VA aoo�sF '.'. / A I w`1_ r ". 1 = U', B8 L6 V B8 L12 �, OD 67 L6 B7 L12 = °° `66 L6 / B6 L12 H 60 L _L - 85' - I- .." .4,..` - .85- Q / A .I" �' B9 L5 I � � 4,500-SF C I � 4,500-SF � � 4,500-SF � � � � / v c � - �.`� '�`� � - �\ � � c m �w�w�w 1� - 1w � 1_ w 1 5,934-SF 33' 1 - 1 - 1 4,500 SF 1 1 1 4,�g8 SF 1 1 1 1 / '.' '- - B5v 6v z I 1 4,298 SF �.r.' ".1 4T 100' - 100' - 100'- I - 100' L - -g61- - J - -g61- - B ��.' �' 3.4 � \ _ °� � � � `� wL� L 1 W I �.�. 99' - � v 1 - - - 1 1 - - - - - _ 3,400 SF/ L - vw 1 - EXISTING STRUCTURE TO REMAIN T J T -85 - - . . . W 85'-V - \ �� I . �.- � - - - - � � B8L7 B8L11 � �� B7L7 B7L11 1� WTI B6L7 B6L11 - - - � W", W . , . . - - - - \�o W � \ 4,500 SF 4,500-SF 33 4,500 SF 4,500 SF 4,298 SF 4,298 SF c - W _ B5 L7 \ c - I� W �"` - B5 L10 \ ®- w B9 L6 100'- - = - 100' -1 47 - 100' L- - - -100' - L - 96' - J - o 0 w 4 3,400-SF I I � . \ o� �� .' w 96' �, 3,400SF W W \ ��� �.�.��� N j w 5,937 sF 4 _ a _ 4 - - - - _ _ - - _ 85_ I I �, IRR. IRR �� 1 1 P2 \ � P2 1 I r T T I I - 85 1 -.�% ' I - \ _ _ = - v v L - - B8 L8 B8 L10 V I I °° . B7 L8 B7 L10 I I I� O° �,� B6 L8 B6 L10 - 3: 1 _ - - I- - T \� . .. . . . I \w - 99' 4,500 SF 4,500 SF \ 4,500 SF v � c . . _ 65 L8 c \ 4,500 SF 4,297-SF 4,298-SF B5 L� y'y. '" C) v \ \ �. w .,- - - - - � _ 1 I _ � � 1 L- 1- _ _ 1 1 1 1 "� 33- �'.� . , 3,400sF VA V .1 . Q $ ��. 11' 100'- - 100'- 100', - 100'- IR L 95'- - J L gg� TJ - 85,- \� - ��-.�.'.�. ■� `� .�. 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