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Timberwood Dr CA HORIZONTAL SCALE: 1" = 50' 2700 2700 M c PVI STA: 8+88.43 PVI STA: 0+76.02 N M ,�; PVI ELEV: 2686.95 PVI ELEV: 2686.61 + cc N N � Ln Cb + O K: 20.00 Q K: 28.97 Q 00 6, ti r co LVC: 130.09 2695 Lvc: 100.00 N ; o � _ 2695 N O N co CS LU Q 00 CA m J M N O CD co O 00 (n N �' w N co 00 co 13- to co fn co co ti + co + C.O (D W 00 N O am Ln o N r N (n 6i (n LU UJ J 2690 9 � ° m w W 2690 � co — -- — 0 oc cc CD w 0:55% - 0.95%___ - -- - 0.71% PVI STA: 10+49.16 w 0.80% � 1 --- -- _ PVI ELEV: 2675.36 � - - PROPOSED GRADE �\ K: 20.00 -- \ LVC: 125.50 2685 AT CENTERLINE \ �� 2685 � � � EXISTING GROUND \ . � a' 0 = 12-IN PVC AT CENTERLINE 0 � T 0 STORM CROSSING rn co ± N J C > � > c Q m w L1J m O LUCD 2680 T 2680 LU F- � U) 2E Cn N \ \ 00 J \ CS LU \ Revisions A 2675 —— 2675 1 --_- -0.93% 86-LF OF 8-IN PVC AT 1.00% —�——— — -0.93% z C/O 2670 A >z 2670 P U d 00 Q Co co v _ 262-LF OF 8-IN PVC AT 0.69°� Cb " O go co � - �� ,i rl-M MQ+pOpI N r Na+--.N T =zNNz =H d 2665 N z z 2665 M Mp�w w 0 83-LF OF 8-IN PVC AT 1.00� w� —O w op U fn�wF=YW W O O CO U d ti � d Z �M - Z HMO z aD v _Q+tiN CO 00 C' �NH M O N LU O 0O lf') 2660 CD CD a_z �zao M�� 2660 z N�Cnccw o cqoM��N NOT FOR rNN H 2 z °O � =z z�� 00 0000r� c+i (Cn00��—O w 0 0oc4 ��CT O QOCCD N N T T N O ND+OCD Cnc(n —— �QoG� N O 2655 (n NN = (n00��-O w 2655 0 0 �z .. ..z (n v U) LU w a W00 �cn Fr 0 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION CONSTRUCTION A CENTERLINE AT CENTERLINE Project No.: 116165 2650 2650 Date of Issuance: 12-20-2019 co co N M cc M 00 O M M M O ti O LO N N LO 00 N Lf) M O? cD LO Lr� T c0 W O ` N `� LO 0? 00 `t? r 6'. co 0? co C\! 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M M O M M N N LO M O O O) co I` LO C!") r- M N r � O N CO co N co O N co N O O LO O O O O DO co CO ti CO N M Co N O Date of Issuance: 12-20-2019 _ co L!7 M L!7 N O I- 00 � I` O ti M O CD M 00 V I` v 06 ri 00 CV 00 00 o 00 of °° of 00 a; r— 0o r— 0o r— 0o r— ti '� ti o ti CO '6 o cfl o '6 o L6 o ui o L6 L M 'n Sri o co r— co 00 r; Project Milestone: Preliminary Plat co r- r` r` co C co C co C co C co C co co co � CO co C to � co C to � co C to co co co co co co co co co co C to C c� � o C c� N N N co N co N N N co N co GV co N co N co N co N co N co N CO CIO N co N N N N N co N CO N co N co N co N co N co N co N co N N N N N N Pre-Plat Concept Improvements E 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 W. 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OCL =�f—NN ~= LU Cn 00 H__ W CnV C/)cc: W M 2665 �z¢ z o w U)�Cn=w w �nCo�_ 2665 0 0 Cn"rCn=w wo EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION CONSTRUCTION AT CENTERLINE AT CENTERLINE Project No.: 116165 2660 2660 Date of Issuance: 12-20-2019 o ,n r 00 0 0 0 rn 0 0 o v N o v o N r- o rn T I� M Lf) 00 N 0 I� Ln 0 0 coLn rn r- o co v 0 r °O 0 r` M co N o 0o Project Milestone: Preliminary Plat 0000 M 0 000 000 O 000 00 O 00 O 000 00 Lf1 000 L!7 000 000 000 000 M W 000 L17 000 00 00 O 000 � M M M CT M O M M N M N M M C � M LO L17 O 00 CO 00 O 00 O 00 co 00 co 00 co 00 co 00 O 00 O 00 O 00 O 00 co 00 O 00 co 00 co 00 CO 00 co 00 CD O CD C)) CO O CO O CO C)) co O CO O C)) N C.0 N N N N N co N co N co N co N co N N N N N N N co N N N N N co N co N N N N N N N N N N N N N N N N N N co Pre-Plat Concept Improvements E 72+50 72+00 71+00 70+00 69+00 68+00 67+00 66+00 65+00 64+00 63+00 62+00 61+00 60+00 W. Red Clay Place s Profile - Sta 60 + 50 - 72 + 50 IT f PP6 5 VERTICAL SCALE: 1" = 5' ■ _ _ THE L � — \\\ \ � \ •n / � - - — � � — _ _ — - - - �- - - a -�IVv � a ��— � � — `T w � �� ��� \ �I\ \ \ \ �/ \ \ \�' \ \ �' \ �\ \\� � ,����\ �\ �\��\�;\ \ LAND I I ROUP B12 L01 /% �� y \ \ \ \ _ °SS \ \ ����� \ �\ \\\ \\ \\t \\\ I I \ I ?2S, rS � \ � \ I� ?A"Ss ,.� . � /� \ � \\\ \ S \ 21 SS \ � � // \ \ - -B1_L18 \� I ' o, / — „ W Overland Road - _ - - - - - - _ , \ °° ° \, o l 1 �,` II _ A N {< - - 1 - \ �� o ���' x >-' \ \ - _ - \\�� - - - � o _ \ \ - _-�_ - - - - / _ o — — B1L17 �— ° ° � N I \ \ \ \ \I \ o - +cam � \ � � -• � o�°, ` =i / v��1111/ - � _ � � A A 6IIJ-1-6 � VAVA\ _ — +8 \ \ \ \ �� `psi �� / II Il� l \ �� � - ---_ - - - - \- -__ - \ \ \\\ T 9 !kOp �I I PTS1A � � 3 j3r' / 1 � ,III / \ / \�� _ \ � -� �- - _� � - - - � � �� - � _ - \ \ --�1 L�5\ � -�2 - _ _ _ �`'''\_ \ \ \ \ \\ \\ \\ \\\ \ B1L02 / IIII/\ / / \ _ � \ \ -' �_ _ - - - r - - - - - -��� � - \ \�/\ \ \ice i� \ �o -� �- - - Ooll \ \I I gi\L $ \\\ \\ \\ \\\ \\\ R200' /` �/ lI I I / / \ \ 1 �- - - - _ _ — - -_ - �- 1- - _ _ - \ n \ / a /�. - _ \\r+ \� O \ R35 // � _ — � � \ \ / _ ___� _ _ Q��/ l I I 1 L03 / I \ - _ - - - _ \ �� \ � B3L14 �i, ••00 � + -L _I r _ I- - _ _ fit - - - _� � �_ _I- � � � �__=_ �__ � � PT STA:2+05.29 1 / I I / I / / / B1 L04 / // I \ I I\ ��- - - - I /%�� lI I _—_ f -E— =I I- - �- - - - = T J- - y 1 a ` ✓j^ l / 0 B1L05 I I i � - - - - _ — - _ _ 1L12- 3L13 cn I II �f� I II ,(� I I �I_ ►— _ 1�1 AlI o IIII I� I � 1 B1�� _ II I Bi L07 I _ �1 L-0 � — �\ I I 4i�//� o_�= ��1-tog- � -I _ J - - I I \ � I� \ / '` �_== _ _ �'i_C - B3L12 _ - STA 47+90.85 W RIO DE PLAT A DR '' - - `w STA 2+18.03 W TIMBERWOOD DR �� — �; - _ __ -�� - ��� `/' a' 9 _ _ - _ - - __� -J L �� I 'I I I I �� I I STA 78+14.21 S BORDER WAY r - cn / \ \ / B3 L11 STA 72+35.86 S BORDER WAY ' s 2 00 _ - - �_ J L - v - - 1 III L - - \ I `d I O _ \ �7,M m�\ - -_ _ _ _-�- -� T ° -'--� 8„W �� \ B3L10 \ \ \ \/ \ �/ \\ II -�- JCI�;\�II III III III ++ N I v S m --- _—__ \\ 1� II 1 A I III II / - �i _ ► I aer �j�� --__ I - -}�� 8°SS - ---- N 8"SS Cl) \ or 8111A, / I \ / �Ya -- _ 74+00 - } pr W__-- - __- \ \ \\ \ � � \ \ \ \ B3 L15 \\ I I I IIII I \ \ 1 1 11 \ I 1 I 11 / - �2 L02 T\/ \ ,� -----8 w _ 75+00 ~ 6 00 77+0 8 \� \ > \ \ \ \ I I �B L I \1 I 63 Los _� � � i 1 % � -� \ , _� (� �. \ \ \ � \ � \ ( \\ � V\ � /�\ � \ / I _ I // / \B Lb3 / / /J �/ r? - T_ -a� r - - \ \ \ 3L07 \ \ \ \ Q � \ I 63L16 l I / - � r�� -_ - - - _ _ _ '��s �1 1 \ \ \ \ \ \ I - - i / I i /} / / B2 L�4 /�/- _ _/-� _ - -� - - _ ti I S Border Way _ y -� �' � / I // / I � �I (- - - � _ - � v �'' �� I� � / �� � - V P - A-A_B3L$8�� \ /� 1 l \ I I Il / � , i /, /� B2L05�/�- � Jfi _ - Y /� —. \// / / 1I; /� A � 1V B3L0�� � ��� A A. ,�� . ��� A V B3L17-� \�.A I _ / I �� ILI �11,111Y�i PP6.1 PP6.4 PP6.7 0 50' 100, Z S. 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H =Z .... •• =H —QMz O —Q z z o_ NO°~— w CONSTRUCTION EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Cn���w w o o U) U3 W o A CENTERLINE AT CENTERLINE Project No.: 116165 2635 2635 Date of Issuance: 12-20-2019 co co coco Ln V N O O � CO V M O 00 CO r O O Ln O Cl) O O O O O O Ln O N O O N O r O 00 O O 00 ti 0� CO r M 00 O � N T 0� co r O 00 N 00 O LC� O N N M CT LO co CV O M 00 0o ti C0 N co co M _ C15 c� Lp " c\i o I` 06 00 00 00 Project Milestone: Preliminary Plat 00 00 M 00 N 00 00 O co C\J co00 O ti O r- ~ ti O r- O r- ti M ti N ti N ti ti ti ti O ti O 00 O 00 O 00 O ti O r- O c0 O c0 O c0 � 07 M M co co ti ti ti ti ti ti ti ti ti � r- ti ti ti C0 co c0 C0 co c0 C0 co N � co N � co N � N N � N � N � CN0 � CN0 � 11 � 11 � � N N N N N N N L N L N L N c N c co N CO CO co N N N N N Pre-Plat Concept Improvements g o 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 S. Border Way E Prof ile - Sta 72 + 00- 85 + 00 �za 6 PP6 ■VERTICAL SCALE: 1" = 5' ��o / /// /"j,// 0- / �' / -� ��''7"' � �y y �'_ — y y p 3t0_ �7�,v.0-� —� 0 -p- - \ I 0 / EVE;!_ /// // ` /�"��// / �_ y, �,/ '� — = — ===_ — _ _ ___= _ - - - —_- - - - _y— y y -Lfs y y — -�, y ��y�=C'rv-y��— �� v[� EF— y y C�Ly y— , „ yy EP _� �— THE i '- / y/'_y// — — — - - - - - - - - - - - - - - - — 7 T 7a3- LAND -q __-__ I I = - - - - - - _ �— _ = STA93+17.15WEVENINGSUNST � \\ \ -I - - - - - - - - - - - - - - - - - - - STA 312+67.16S COUNTRY VIEW WAY _ / � � I\ �� \ \\ \ \ \ y \ \ GROUP i- ' ��i / / ' =� _ _ - - = =�_ -�- _ - - - _ - - - - _ _ _ _ _ _ _- - _ _ -zip # 1-1 -== - - -I-I- -=—_� I—_ __Wit} - _B \\\\�'� �\ \\\\� II \ �k //% �o �/ // �/�/- L21___ =I�-{�co- - - // \ �fi �_ r _ -B1L2r - �� _ -B# �26' �- I- - - - _ I — - -B� L3� - - / / O � /� / y // �\ /// / - - - - o - - � �1 I + - \ \ I-LT =i��11 - - - - fiI I _ Bi�7 __B1 �2 -I-B19 I - - - - �=1_ _� _ _ _ _ _ STA 87+54.30 W EVENING SUN ST - _ r_- - - - �I c I -I y I- - - -� -__�, A �=-_—o STA 213+39.25 S SUMMERSON WAY -— t ___ -_ = STA 90+38.25 W EVENING SUN ST _ - �" _ `" \ \ \\\\ \\ O o \\ N�a - --- _ --- - - STA 263+96.2 S HITCHING POST WAY = - o, �- \\ i _ _ — to M� N y= — 84+00-8 SS - -�� -\ _ \ \ `_ - - - _ = 12"W x 12 W = - 92+00 rjj 85+00 SS 86+00, 8 SS m M �; —cn - - cn ,-- � / \ y � � Mm — W Evening Sun St , �C. , -�A/ � SD ----- \ , , m " m` 89+00 cn 91+00 Q V' m SD D a \ ----------- -- ----- -- -- 90+00 01 ILO, / 7- -7�R7r.5, y o ------------- - s. 0 \ � SSMH18 -� �/ ° y l / / o R3 y B3 L14 y y y -- �1`r' ;n - _ h \ �`�'� ` 5 \ B1 L36 48-IN DIA. \ I y / V / / / / / / / 0 8S, IIII y y y y I y — h y ' STA: 1+49.72,0.00 \ y I / / / / / /I / i R55 y �I I I y y y - - - - - - - -1 �'� d B4 Li - -v __�`�' `sue'y y B7 L14 _ RIM: 2665.33± y / / / / I I - -� _ _ _ —_ / --- - \ T - - - - = - -\ yam_ - / IE IN: 2645.47, 8-IN PVC (E) \� 1 ly / I/ / B LiJJ / / II r \ \ \ -1 \ \ \ T - -\ \ \\ y y I y \ \ ?► IE OUT: 2645.37, 8-IN PVC (W) -B3 L15 \ \ \ \ � \ \ � yv v �v , / 6 \ 90 \ \ cyo \B4 L14 B4 L16 V A B7 L15 \\ / / �/ /� L// ° 00 / 63 L13 \ \ \\ / / % - t0/� J \ \ a \\ N ^\ \ \ O \ y I l y \ \\ \0+ / / \ \ \ \ \ \ B7 L13 o/ y °oIII � / \ // y + / — y I - y � i / +00' °� 40° °°° J \ V \ � � \ / J o\o M O � �� \ 7 0 \ \ \ 05g2 61 L37 / LFO 8-INPV0A7�°' �°°°°° IIII - P212kg68 �\ \ / ,\ `\ \ N \ � I i�' i _ \ ' °oo ° y y I o F ° o I S� \\ \\ / / � / / / / / \\ -I\iI '/ / � _ y \ I Qy y / \ C~V `\ S�Q.• / / �' 1+g4.63 O � ' � ' '\ r � \ \ y = G ' , Cn P \\ •� \ , 20 g.5 y \ � Q \ ` / I 1 y \1I I III , T-/-�/ / / \l N \1/ / CA \ \ - _ - - //, ! \ N B4L13 \ \ I _ \ \ B7L16 45-LF OF 8-IN PVC AT 1.05% / / `ry\J`r� \ B3 L12 \ \ `\ /// / �\ . \ / \ ` ,� B7 L12 \ \ O \ ,\ ) / / /I I / // \ N N ' / B4 L17 ( 1 .� V B8 L01 y B1 18 / I \I \ l ` 1 \ J �/� \ � ,, �\ /\ �_ J _ J \ COD \/\ \ �\ �- - , — ' t/� _ _ � 1--�-` — _ =-i o\\ � M I 1 R. / 3 / �1 L< EXSSMH19 ly I /\ I I ICY I \ \ I \I \- � � � � � \ \ B3L17 / F T 48-IN DIA. \ I 1 \ J \ r r I I ti ' \ I I I _ �v STA: 1+94.63, 0.00' I I� / 0 4 \ o \ R2040 Q \ I y I I I� I I Q ��I I I v \ / I B3 L11 \ _ �� \ B4 L12 /� A B4 18 I I I 67 L11 \ I I B7 L17 I� y RIM: 2664.37± \ + - I I 'I I \ I III I \\/ \ \ / \\ I -' / I I/ R2023.5 / IE IN: 2644.90,8-IN PVC (E) -" I I \l \� \ J r \� \. �/I - - - J --- �_._..n1% st / �� !, PP6.6 PP6.9 PP6.10 PP6.11 W. Evening Sun St 0 50' 100' O HORIZONTAL SCALE: 1" = 50' C4 2685 2685 0 2680 2680 100, 10, CA 2675 � 2675 2680 2680 i i EXISTING GROUND T CENTERLINE O 2670 2670 2675 0 2675 Cc co00 00 I-E! — LO Y.1 o Cn N c9 0 2665 PROPOSED GRADE CD 2665 2670 w � 2670 co LU EXISTING GROUND N co c - -0.63% - AT CENTERLINE O 06 2660 2660 2665 CD 12-IN PVC -0.53°i° - __ ,__14 2665 = o Q STORM CROSSING ---- ---- L 0 PROPOSED GRADE AT CENTERLINE C Q 2655 2655 2660 2660 w Q am wE y a � 2E Revisions A 2650 2650 2655 2655 1. 87-LF OF 8-IN PVC AT 0.52/° 2g7-LF OF 8-tN PVC AT 0 40% 150-LF OF 8-IN PVC AT 0.40% 151 LF OF 8 IN PVC AT 0.40% 2645 45-LF OF 8-IN PVC AT 1.05% 2645 2650 121-LF OF 8-IN PVC AT 0.40% 2650 158-LF OF 8-IN PVC AT 0.40% z z C� 283-LF OF 8-IN PVC AT 0.40% z U ca U z 229 LF OF 8-IN PVC AT 0.40% z w U) �> > �U U d Z w_Z �U U U> d Z Z� > d Z z Z M N U > a Z Z a p N M� w z oo ao w_Z Z Z ap v o f m Z M O j > d Z M CO N 2640 Cb N °°? yr T ? 2640 2645 `�`�> z z °° Q ��M o 0 °Nr�r 2645 �M1� O Ln OOCD CD CO M d Z Z 00 O"- CD�O O N co M~O CEO T t`a MCCEO N T O MM� �LnL6 CO O rp+COO O Nco COco O ti- C.O N d d Z Cb CO ti O r �rM M M CO¢+CMO� N NpONN _ [T ¢ CO"I-N ONN N H 2 Z Z OCO M CVpNCDO xZ O H rn oo-+ Co x z x — — O Lt)~ M N rn + fl L17 r = 6)N N _ ¢ Z O a =Q CO S r p O N Z Z LrJ O O O Cn coCOT coO CD CD N Z O H cn c6 F- W p Co x c m �— cfl N N �— z_ a W I-W �— p + cfl rN _ —Q — —o o_ _ ao aD �? v ¢+O� N OprI w w rNN= Z .... O H U)00H_ W _ �CS� C�Cp CD Cyp0C,0 = O)N H x ¢� O - NZ...... �Z O d Cn�Cn�W W W p LU O?�z V r C'7Q+Cp" Cur x O�NN H S Z Z_ Z =F CnvcCn 00~i�o�w W p cn cnvcCQCI�~nmw w M 0N0C�� 00 CO Npa00NN N F-_ �ZQ..z =O CL cna0HM O w xmH—w w titi ti m rn xz .. .. •• p ana0U)E— w Cn�cno�w w w p wvcnoC-p NO�,� 'S CV r -¢�Z Z O d <nvcnocW w p �zQz z =o a NOT FOR 2635 2635 2640 = apNN N N�N�w w w o 2640 Cn 00�-- W Cn"zTU)Ew w w p EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION A CENTERLINE AT CENTERLI E A CENTERLINE AT CENTERLI E 2630 2630 2635 2635 0 0 O7 N 009 LO Cl) N O M ti co ti 00 Cn M N Cn M N co O Lq M ti O) C) M N N Cl? 6) 6) ti Cl) C) ti M Cl) M C) O ti O) � ti CV 6) O) O) CL, ti N C P 00 U? C.O CV M CT O OP 00 Ln ` Lq co LC�(D CO ti Cn O, 6) 6) M C 6 M ti ~ ~ ti ~ ti co CO co CO co CO co L(, U-) L(, Cf, LC� Cf, Cf, LO LO � � M M � M co M co N N N CO CD cc co CO CO CO CD CD CO (D Cfl Co Cfl CD Cfl (D coco (D co Co CD co CD co CD co CD CO CO Co coco co Co co CO C9 Co coco CO coCD CO CD co CO CD co CO CD co CO CD CO CD CO Co N N N CC Q N CC Q N CO N CC\J N CC\J N CC9V N CC\J N CC\J N CC Q N co N CC Q N CC Q N CC\J N CO N N N N N CO N CCDV N co N co N co N co N co N N N co CONSTRUCTION 2+50 2+00 1+00 0+00 -0+50 84+50 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 Project No.: 116165 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Pre-Plat Concept Improvements g W. Evening Sun St g E Profile - Sta 84 + 50 - 95 + 00 �za VERTICAL SCALE: 1" = 5' PP63 ��o THE _ _ _ _ - - - - - - - - _ \ \ ��,� , , _ ,, ,� �o _ LAND _ - - - - - - - - - - \ �- di _ - - - - - - - - - —� \, \ \ ��� � ��� ��� \\�� \\\ i ice! �SSMH29 \� xp I dl J / __- -_ _ - - - _ _ _ _ - - - - — � —�_— GROUP / — — — / GJ \ \\\ \ �_ co 406 CM cn to — `n to — � � - - - �- �- ��-� �- -� - - -_- - - - - - - - - - - � / —�- �— ' — ---� 3— — — — — — — _� --� _=_= ====—  --- == _ _ _=  -- =' i III ��1� LO ' -- - -- - - - - - - - - - --_===� /� A � / B1L51 I / I /� / / �- CIO / - - -_- _- - - - - - __- _ _ _- - - - - - - -_ - / i / \ \ \\ Ridenbaugh Canal �- - - —� o 0 o a — o o 0 EF ��P. , �EP�;EPI - , EP P-�� P ' EP---}—rEPA — — A /// /// / // A\\\�\�\\\�� / //\� — /// \\� � o \ / / \ \ \\ I — — - - - - - - - - - - - - - _- - - - — - - - REAR — - -_- - - - - - - - -per_— - - -REAR- - - / IIIIIIIIIIIII 7 61 L36 III B1 L37 ii� III B1 L38 I I 61 L39 hA i \ I � �� I I I I N �I I I I I I B1L40\ 1 / // / / o , III / oX/ - 4� � ' 00 Drenched Ave I >` ` I I ,� ,n S Sun Dre - _ + - - � - - � I L - - - - M t I I IIIIII ==; � , ,�rl/l�lll / - - - - -- �/ Q a \ I FRONT■ /�/j I �� FRONT 1 VAS `Driveway C - I \ \ �_, C FRONT Cn � ;M C-3 I —�— + 1. 8 °O - 95+53.7900 96+-0 97+00� 98+00 II II ,, Ill ST A \ i �7 IIII 1.99 �x / ��S \ V — I _ ��I\\I VA�\\ POOL c / / / V �\ 94 _ y cam"') > 0 3 > ST / dS/ \\\ \\\ \ B1 L42 3 B1Lt43 r pTS7_ ,- vUi, �� �� ( i / l//l / /� — — A�A\ v�� CLUBHOUSE 4- / B1 L44 / o ; ct ,S8 SgSb 4��� % \�S�a M,3�0��, ��� � // B1 L45 PP6.7 0 50' 100' S. Sun Drenched Ave HORIZONTAL SCALE: 1" = 50' 2675 2675 y !c W � 2670 2670 0 Q PROPOSED GRADE Q J AT CENTERLINE cc o 2665 2665 ■_ § �� / llllllllllllllllllllllllll� J — 000, 2660 — 2660 Q� Q \ ��' ���i�� O w � y ~ w / U) 2E 2655 2655 Revisions 10 \ 396-LF OF 8-IN PVC AT 0.40% _ 1. 267 LF OF 8-IN PVC AT 0.40% \ z C�/vJ Z U aaz 2650 z z z� 2650 �U a_ I W r U (orT T z ao \ I fl-Z Cb 00 \ Q_NCCOO� U N Z� �0, r` I NooCO� Co 0Lo00 LN 00 1 =ZrNN N H 2 �O� CO C. +�� Co C/)QOH— W H �—Qz z p a 2645 CO LO NDCNN H 2 I 2645 ' ¢ vul +CDC N r �za 'z o I I AT CENTE LINE N=C0NN H 2 cn CO �W W w I M—QMZ o w Cn0o�— w ���p�w w M I 2640 _ _ �`__ I 2640 NOT FOR 2635 2635 0 0 EXISTING GROUND ELEVATION PROPOSED G OUND ELEVATION AT CENTERLINE AT CENTERLI E CONSTRUCTION 2630 2630 N Cn M N � rn ti ti � N M w 00 rn N No N N r` Project No.: 116165 M N O N O M M O M N N O O CID r` 6) O O N O M CO co co co CO co cfl c9 LO co LO to co co cfl �n U-' Ln U-' co U-' co co co Date of Issuance: 12-20-2019 CO CO co Q0 CO CO co co co Q0 to co co co co co co LO co CO co co co co co co N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: Preliminary Plat 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 Pre-Plat Concept Improvements E m S. Sun Drenched Ave g E Profile - Sta 95 + 00 - 103 Sewer Line �za 8 PP6 ■VERTICAL SCALE: 1" = 5' ��o -J�UU 7 ---- 7__ 7� � - - , \\ �� I , , %_- THE - a' ------------- --- 76+uu - \ \\ B3 L08 \ \ \ (IIII I I I I LAND 11, B2 L03 B3 L07 \ \ \ �i I \- der WayAAR B3 L16B2 L04 / -- / 1 _f - - �ti Bur -- 1 \A -B3 L06 --\ -- --- -- - ' 1 1 -� i, \ \ \ - A \ \ A�\ \ \�� STA 87+5 0 W EVENING SUN ST GROUP B2 L05 - / / / - I J -1; f - - - _�// / 1 1. 1 1 B3 L05-, 1 \_� .V A V V \\ - r I I = - _ - - -- \ i \ \ B3 L17 A cP� o STA 213+39.25 S SUMMER ON WAY --- B2 L01 J / l '� - l_ 82 L06 ( / I J Li _ _ - -- - _ - / / ' i L / / / - I-- ,I / i - 1 �- - -_ B3L04 I S P I I - - I I - - +— I I II --- I l / 1_ 6207 I I f -_ - -- I Ba L_03 I 1 A l \ A o A \ 1 - -- / B L _ -1 -1 - r _ . - -- - �_ N L 62 tas 1 I L 93 L021, i a2 L09 I I 1 1 I 1 I 1 \ J A A \ 63 L1 s \ - - + � � � J - �. -I � '_,62 LU, B2 L12 T�p� { , � r \ \ 63L19 P1R L,-- �- - I __I I I I I I �z I — _J \ \ V A A I l R - — A A \ \ �LI ,' — _J - I I I I I I �— _ \ A A \ \ V B3L2o \VA \ ,- ,- �� B2L25 / / / / 1r � -� P1RR _ - -� L - - � .I _ L - STA 5+03.13 W TIMBERWOOD DR l l i , / �l / l I l l _ _ PIRA 63 L01� _ 1 1 \ \\ \ B3 L21 \\ \ \ \� SS 2 �� 6+79.59 1 I I I I I I l l / 1- . RR R -1 1 1 1 1 1 V A - PI STA. I 1 I I 11 i I / / B �4//i/ / �� r � - - - - - - B2 L13 50, _ - -� MMERSON WAY �' f— -; A \ B3 L22 I I � / / � _ - � 1 1 �1,,A B3 L23 \ V � _ - - -� -,- STA 200+00.00 S SU B2 L23 / / � / ' .� � I I I I -I r -�1 F- -I R/W 1 1 V 1 \ \ \ - � 1 It it L B2 Li22 , �. I I I I I I _ 'I V64 L �i 1 1 I 1 I I 5 / / I I I` I i 33' I I� 1 1� 63 L25 1 ' 1 B3 L24 \ \ 11 \ A , \ 1 i 5 I I o '�' z. T l l / �il �: 2 I 1 1 I BC-BC I 1 1 1 1 1 \ B4 L14 1 33 1�I J B2 L20 I I BC-Br, I \ 1 / / / / i B2 L21 F/ I 1 wI I I 2+ ` � L �' I I I I B2 L19 I I B2 L18 I I �� o�o�� I B3 L27 B3 L26 1 1 �M o ,/ �� _ A 00� Lim�;��" I I I I B2 L17 I I I k00 A L13 �1 0 I I B2 L16 I I I i 1 1 1 1 o 0 ;, \ B4 t 0 � J _ I I I I B2 L15 I B2 L14 i �- I � � - I cW - J - JI I I I STA 45+20.85 W RIO DE PLATA DR S, $„ 2 i �\ \ \\\\ \ Cr I 8„Ss -�' -, _- L _ _ I I I I I I I � I STA 206+08.16 S SUMMERSON WAY w - 82p1+0 -- - - L - - J L - - � I I I - � ' mow, � � \V B4L12 \ - 0 � '' g„SS L - - -I L - J L - - J ___--- �, �—��- \ \ 1 O - 8'w%20 cn ----- --��------ o_ o -- S� 8 SS - +00 A A _ AA\ \ \ / 1 �■ �i �� _ _ B4 L11 \ \ ' i \ \ \ V A I 1 11 \ \ ------_- - -� m ----$ - --- --SD---N --SD-------- SSMH65 8"SS �— - �� 208 .� \ \\ \ \\\ - _ � 0 --- I r 8 203 8 S11 _ B4 L10 - - - - W +00 "y) C.) - I N 207+00 __ $W \ \ \\ \ \ \ -- o 811w -- \ \ \ B4 L09 \ \ \ > \ I o � J _ __8 W � 204+00 8 W 205+00 8„W -_ V A B4 L16 I ` � � I �B5 LO I /; � � / i mer`S .�, o i ------- ---- 0 1 \\ \ B4 L08 C0 oilI I on Way ----- -------- + a - - 1 - \ I Ln ea W - -1 1 1 50' I 'j /i/ B�L031 N /I/ / �� "' l-, - _ _ '�� S' ammev 1 1 V A V\ 1 B4 L07 \ VA _ A \ \VA J� �i �• �� / � - I _ _ 1 V A \ V A B4 L17 \ s I I / ' L4 / / / / / 1 f— = _ _ - � B4L06 \ \ \� � � � R/W I // �/ B5 Q B5 L05 I I I I -I I- -I ��- 1 I � 1 1 B4 L05 1 1 V 1 VV n1 R;inF III I I I I I I I r I t � 1I PAi I . 1 � 1 � � A A nA1 .n PP6.1 PP6.4 PP6.7 0 50' 100' Z S. Summersun Way O HORIZONTAL SCALE: 1" = 50' 2695 2695 GB STA: 200+00 EL: 2687.87 2690 GB STA: 200+32.17 2690 EL: 2687.23 PVI STA: 202+01.90 PVI ELEV: 2671.95 \ LVC: 170.00 \ 2685 \ � ti 2685 9 co ± N N N OOP \O 6j O L.LI C.0 m L') W O °>° \ `LU PVI STA: 211+04.33 O PVI ELEV: 2670.83 2680 \ o K: 32.74 2680 y \ O° LVC: 100.00 \ coo + as Lri + Y.1 + o Lo + -4 o LC) N N 6j ro N LO ti Lin co 0 0 \ O QD M ~ co 00 cc Oco 70 N M O N ± N N + C Q (/� N 2675 � � N � N w � M N 2675 J \ C/) N CD LU C/) CV m > + N Q \ m J m J U U w N Q (D W \ C3 w C3 w \ PROPOSED GRADE °O "' N `V cn N C) Cfl O C~/) N CD U W _ AT CENTERLINE .— Z \ 7— —�-- �� m J _ CD W 2670 � 2 a ----- -----___ _ ___o.86r -2. ° 0.44°i° __— -- \ � +�— __- — 2670 � � _ z 2g�F F 200% 00% 0 Q r P�CAT4Sp� - --- -- -------------- --- ---- -2.61% W J_ �ti�� ° 2.00% � CC M Cf)ti I- \ G Q +cflco M EXISTING GROUND 2665 0��`\J~= 12-IN PVC AT CENTERLINE O z O =z ••••_ STORM CROSSING 12-IN PVC w -Q�CE 0- STORM CROSSING 2665 cnco�_ w W y ���� � 12-IN PVC � � 29-LF OF 8-IN PVC AT 1. ° STORM CROSSING 0 z 22� Revisions >� 108-LF OF 8-IN PVC AT 1.22% 2660 1 2660 z z 0 U 229-LF OF 8-IN PVC AT 0.45% � CL� �z °O co U 232-LF OF 8-IN PVC AT 0.45% U C.O�I� M� U0 Z +rM Cow > U QNti�N I` z cn cn U _ COE�NN H S z 00 U U > z 0- z z 2655 2655 Cn�Cn W MM00 o z z > (n�CnOC— 6)M U +C i CD oo ao ti d z Q-.cooNoo M - z0 UCL CcomNNN H 2 CD OM W b0 c$. =z .. .. 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ZD H — cO (n�(nOC— — O 0 CprM M O M 2645 cn,T~Ew o w +moo o M 2645 C() r C0 co r MNN N EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION =z .... J -Q�z z O w AT CENTERLINE AT CENTERLINE U)OSP W w w o — — — CONSTRUCTION 2640 2640 = CO O N N CO O co O CO CT W O O M LC) 00 W co N CO ti LC) LC) ti O N CO N CO O CO N O Project No.: 116165 CO ti M Cl) LC) c0 O N O 00 CO 'T N O 00 CO N O W co N O) Cl) �i CV N o a; of oo oo ti 0o r- co co c6 Lri Lri �; �; CO �; cri �; cri cri ch cri v M Lri ch Lri ch co ch Lri ri Lri ch Date of Issuance: 12-20-2019 r- r— ti r— ti ti ti r— ti r- CD co co co co CO Co CO Co co CD co co co CD co CD CO CO co co co co co co co CD co co co co co co co co CO CO co co co co co co co co CD co co co co co co co CO co CO co co co co co co co co co CO co co co co co co co co co co co co co co CD co CD co CD CO Co co CD N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: Preliminary Plat a 299+50 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 313+50 Pre-Plat Concept Improvements E S. Country View Way 1371 2A7 WE Profile - Sta 298 + 00 - 312 + 00 --f f - VERTICAL SCALE: 1" = 5' PP6ml 1 PP6.4 %= THE� 4+00B1 L53 V ° , B1 L59 / B1 L60 LAND s - ---- GROUP • t� S � \ � � V,A . , A \ \ \ y � ,-- __y -- � _ SSMH29 ��� // � - - — -- / / � �- - Svv 1 L52 v v v k , � i IN, / \ \. __---- - 407+00 N - B10 L13 \ \ D\6 V - � PIRR /-- � / B10 L14 � o `� B1 L51, i � O , �� A oP2 Q�� B1 \\ \ � 61-1L05 � � 9 L _ Q -- _ — 11 L03 — v v W / A\\ i �, � � \ I � � R156 R172.51' �� 1 L62 \ V ' 5 V �/ i \\ B11 L06 I 50 L -- B11 L0V/ 'Z, \ � \� \ �J'6�� FAO � � AA\i R11 in? �. �A �� // �� � \� A 33W f B10 L16 j O �\ p� STA 32+63.62 W RIO DE PLATA DR \ — BC — \\ O �' STA 403+29.87 S RIO DE ORO PL 3ti o STA 603+57.97 DRIVEWAY A �/ /R B1 18 P• � � Cl) o�i O �, \ \ V\ �. / p Fe j � OQ, \\V � \ \ / B1 �63 / 00 p-� V �\ \ \ A\ B11 L07 \\\ x2y 9��� B10 L21 O \ \ \ 9r83S, � per• � � � � B11L08 \\ A � °'� 22 B11 L09 \\\ A \ / x 1► A \I \ A \ A - �� - V' `` \ :\ -i- �� i� \ \ / ` VA � W j o _ x ��lpx N 1 +00 B1 1�64 W �y 5� / \VAS = \ \ p - R5 ---- B10 LI191 I I \\ �- \ ,!�``- 1 �, A \ � � \\ Q'v3 B10,L23 % �� i "' 8"w -R60�— o I \\ I\ I I I \ � - \ / � � � � I Q � I �� v — �P I \�I I V' ,I� R25 � ' /�%/�/ i \ / r �/ 9 r a\\ \ \\ 10 L24 <1,o 7� / I'lla PP6.3 Q S. Rio De Oro Place 50� 100� HORIZONTAL SCALE: 1" = 50' Q 2680 2680 y Cc W a N Q M Z O N Q O 2675 (n co � 2675 Q w CDw + O T � co � Lq Lri o CDLr) ' ■IIIIIIIIIIIIIIIII� 00 N +_Lj M Q w O 2670 `� W a 2670 ■ � Q --- Q O � O o Co U) N w � W N M N M J Q C� \— m J C3 W CD W G Q C'3 W � EXISTING GROUND Q z p 2580 AT CENTERLINE _------_ -- OC _ 2665 y � `� 5 — -1.15% c!� � \ 0.48%- 5.28% PROPOSED GRADE — AT CENTERLINE Revisions 1. 2660 12-IN PVC�� 192-LF OF 8-IN PVC AT 1.70% 2660 STORM CROSSING 115 LF OF 8 IN PVC AT 0.40% 8 If90-LF OF 8-IN PVC AT 0.40% 269 LF OF 8-IN PVC AT 0.40% 0.40% 109 LF OF 8 IN PVC AT 0.40% 110-LF OF 8-IN PVC AT 0.40% W z 2655 84 LF OF 8 IN PVC AT Q z 2655 8-IN 117-LF OF 8-IN PVC AT 0.42% 0 75 LF OF 8-IN PVC AT 0.40% z U 4 -LF OF 8-IN PVC AT 0.42/° ciiz "> > CL az w w CU Uw dz z N ;' Q -- c> > > a az zao 00 U `'.c> > U� � z z ao M M U > >d U � > W 0_ Z ZOO OpN O a00 mr—co � a Z aO M Li") C'sT O � + � LO, 2650 z W W z z 00 Op O CO �OLC? O +�f� O NQMCMoO N U) Opp _ _ zCIS CC? O O M N�o) O ti +Lcj CoCOLO Co O 0¢NM 0 N f� =O�NN H = 2650 0�0 00 T a0 O NOT ��� �r QO4 L. N C MEiTOO N CO =Z�NN �zQ z D O_ MOE -� w z ITT v _ + Lo'7 +4Lr>Co eo— O� = vNN _ —Q ..z o w cnop�—w w w + � CO O z OHO O T +��cp T r`aO)Co0 N O MOTON Z .. .. '' H C!)OOH� W c./J -WERE — O OQ u-)cDO N 00 U +M� O N coQ 000O CAD N O MO�NN S =z N _ �a0¢�zCD W WIII_WEEw W U MO�NN 2 U U 0¢O�O N O M��NN H 2 =Z .... O H Moo H_ O w cJJVC!)CCw W =z .... F a a z SOVNN H S �z .. ..z c�nw��z �w cn�cno�w w o oa _ z .. .. •• �� CD- NOT FOR W00�_ w z z -Q z o a- v�Op�_ w c� TW LU LU LU W W�w w o coca W W�CnEw w o 2645 M 0p Oo r ����w w o 2645 _ __ OEM M�O +Cvj� � C00 N OQr-CoO LO N O NOCO �NN N H 2 �zQz z o a EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION T io�LL' LL' LL' o AT CENTERLINE AT CENTERLINE OO o0 2640 2640 U? L� N N T m N N co O N ti co O� N M O co U') � U') co Co M O r O M M M M M N r` G.0o O CD co O COD ~ ccoo O Co c~o M ccoo N CMo M C.o M CND M co M COD coo coh COD COD COD coh C.0 co CND M CND M 00 CONSTRUCTION N co O N O N O N to O N O N O N O N O N O N O N to O N co O N co O N co to N co CD N co CD N co co N co CD N co co N co N co N N N N N N N N N N N N N N N N N N N N N Project No.: 116165 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 Date of Issuance: 12-20-2019 Project Milestone: Preliminary Plat Pre-Plat Concept Improvements E S. Rio De Oro Place s Profile - Sta 402 + 00 - 414 + 00 f f VERTICAL SCALE: 1" = 5' PP6ml 2 PP6.3 l - - � \ REAfir � ai — _ _ ' PP6.3 %-- THE �iEAlj ) REAR r E P / -� P R — L22; o t-PLIRR \ L _ — _ — — - PIRpp '' �� PIRR PIRR — F / EA� / I ` � REAR- � REAR — + — I 1 — BT011-4 — — — — — - II - --- - -- — — � — � j— �/— / - M- �\ I I I III I I I REAR REAR I — — \ \ \ _ . 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I� �-¢ zoa A CENTERLINE AT CENTERLI E EXISTING GROUND ELEVATION PROPOSED G OUND ELEVATION (n00��— w A CENTERLINE AT CENTERLI E CONSTRUCTION 2645 2645 r N � C Oo N 2645 2645 Project No.: 116165 co ti 0 00 c c co co r 00 CO L(J M co m co co co co co co co �' N 'r? rn co °O M 1S? Date of Issuance: 12 20 2019 N N N N N N N N N N N o ti 00 00 N 00 6 � N N � N � N CO N N Project Milestone: Preliminary Plat N N N N 499+00 500+00 501+00 502+00 503+00 504+00 505+00 Pre-Plat Concept Improvements 599+00 600+00 601+00 602+00 603+00 604+00 605+00 E Driveway A & B g E Prof ile - Sta 402 + 00=505 + 00 & 599 + 00=605 + 00 �za PP6 1 VERTICAL SCALE: 1" = 5' ■ 3 ��o