Loading...
PZ - Preliminary Engineering OR CIUVI S�,RV� OU A V >U V- C. 263 630 S�pNAL EN/ CONNECT TO EXISTING S $TE C'1' WATER MAIN CONNECT TO EXISTING CONNECT TO PROPOSEDGills ` RFO FF� CONNECT TO EXISTING WATER MAIN PRESSURE IRRIGATION 15"SEWER MAIN PUMP STATION — n A �� A� GA SAS — — — — — — — — � J— — _ �, 3 18 0 o �✓ w w H w w W WALTMAN LANE O Q� o in z rn lF Or k 262 w N N —2620 qlT 0`�� z OHP BHP+ HHP �7HP + HP HHP 3o HHPCC',) yEW 5. SSMH A-1 O HHP- _ � 1n Z I N "o o w "'LL coo coo w li o 04 _ Digitally signed by Matthew S.Derr,PE o zLL N p N ? Reason:Preliminary Plat o ■ \ \ ti Z p Date:2018.03.30 14:06:56-06'00' IR IR IR IR R IR �C cF J c Z O O Q M > > W L11I� Z Z Z LL l M O Z Z w M 3 � — • I — \ \ U W � cofl wcoN0 U _ E o 0 - - - - - - - otyU UU = Y > > o ID a� BLOCK 3 . \ \ z o s a o \ = Y > > > EXISTING GROUND z Q a s U o - r, � a o O ® ® © © 0 ® O a ' I o• \ \ \ \ 261 rn = cntYw ww = cn � w w-2610 ;� �m � $ m t ao O � l \ \ \ \ \ mr E aI �� MnM Cr z 2 Z L-O E U7 cS W (9 Q1 I6 W I a� QojEmC � • -o m co � cs W Q 0 C a OJ u ---------- -- -----� 0 3 \ Lm.2Z 606 `oc o — m n o Z 8rd "PVC . . . . . . . \ p', \ _ Q -a � c o .� c 3 N C z 0+00 1+00 2+00 - t+nn SSMH A-3 SSMH A-4 \ a .w w w \ W W 3 co cs N W BROWN TROUT DR. SSMH C-1 w ch 0 8"PVC \ \ Q 0 I 0 8"PVC x N 11+00 w �? a,PVC = 2+00 - 0+00 k'• \ \ \ 260 234.88 LF OF 8'PVC @ 0.40/0 600 ■ • Z SSMH C-a 8"PVC �' o • \ \ \ � L o SSMH C-3 SSMH C-2 SSMH C-6 SSMH A-2 £ j �� ••', n 1 0+00 1+00J X X co - 1 SSMH A-5 I II II , " SSMH C-5 BLOCK 4 I 1 L _ O, i II' I I EXISTING GROUND CENTERLINE N 00 1 2 S 4 6 8 7 8 9 18 c • _ o + O O O O O O O O O°° �,' I a • � I 13 X 259 590 - , PUBLIC ALLEY U I } Q - f(1 rn � N > i 3 --- - t- r r- r- r R £o c'I I'., ram— o K oo n 0 O + BLOCK 5 0. I • . I I 3 i 0+00 1+00 2+00 3+00 4+00 }I p ,6 0 o o 3 : e W BACKWOODS DR. ROADWAY PROFILE O BLOCK 1 N I I o ILIBLOCK 2 I o ;.I I. I 80 0 80 160 240 8 0 8 16 24 z ® , ' :° I I. c> ° I I Copyright©2018 w 0+00 — 1+00 — 2+00 3+00 A 2 � I I , > I F a Q I W EIDER DR. £ I I d a I SCALE: I - 80-O VERTICAL SCALE: I - 8-O All rights reserved. Reproduction or use in any form z 2 8"PVC I oo , I A or by any means without written permission of I— oo SSMH D-2 I I I Breckon Land Design,Inc.is unlawful and subject to w r + o . £ I I criminal prosecution, o J On 3 o+ ® I I o ; I 263 630 w 17 © © SSMH E-1 I >r' . " © Q ® oo BLOCK 10 I£o 4 U I. i I I z '' W rn a 0 1 8 CONNECT TO EXISTING oo J I s I I x g m 0-) N — w WATER MAIN oX a 20 I.. I o 0 CD O ` I. I I (D IL o co" o I I o . I u- co „ J O (n + - I L' • O .I I 262 Q 0 N j 2620 / a o / BLOCK 6 �° I LU 0 ! o — w W 1+00 W W RUDDY DR. W — 3+00 �I 0 a O s Y U v z z o 6 0 + U U o - oo £cD •1+00 2+00 3+00 I w O Q N d d U) (if0 V)X SSMH G-1 SSMH G-2 ® 8"PVC ' I ® U EXISTING GROUND 00 CO — W lc� x w 0 I I c . . . . . . . . . -I I I J O I I I ® I 2610 C^ SSMH G-3 °' I SSMH A-6 ,, :� 610 I I Z w 8°PVC CD N ° W BACKWOODS DR. IBA SSMH F-1 IR 3 `o 1 0 — 2+00 _ 3+00 0 4+00 i I" L -- --I-- I W L 10 ® LID + ® £ I • • I — — 275.45 LF OF 0 " I — i G O 8"PVC \ .I I• I x 8"PVC @ 60/" ^ LLI • i. o r I I I 260 600 I ' I SSMH G-4 SSMH F-2 SSMH D-3 tl a £ .6 1..1..1 BLOCK 3 0 , , o s , ® I . >°o • . . I p I I Q O s 0 a I x EXISTING GROUND CENTERLINE — co 311 ZQ Q I II II w � � Z 12 I ' I I U o • ° i 259 590 LLB �.�..� F o9 £ s s o 5 BLOCK 9 U .°i i".. a M . I ° _ — O o O +a BLOCK 7 BLOCK 8 +U _ i i.. °� I x `r � Q e > e oo BLOCK 3 o' I I O O O oo aw x O =o� N N N N > I I a w I ' W W U w BLOCK 6 w i I x w Q o, £ I. = I All 0+00 I+00 2+00 3+00 3+75 26 © © U v e '0 ' I I I IL ® o o 18 ? " SSMH B-2 e ` I ° I W o o + so o a 9 £ ' o 3 S DROPCREEK AVE. ROADWAY PROFILE � ° ®-4 I • + o ' I • ;I x 80 O 80 160 240 8 O10 8 16 24 z E 25 I i ' • .-i I SCALE: I"= 50'-0" VERTICAL SCALE: I"= 8'-O" z O ® I I n n s n J SSMH G-5 SSMH F-3 SSMH D-4 ` I a oo .•i g ' I II 263 '630 _ W ® W W W o W JACKSNIPE DR. W "�X•' a2 �_' a � lg,��s 8"PVC 8"PVC 8"PVC - 16+00 - 1 14+00 I I° 24 SSMH D-7 =CD I ' SSMH D-6 SSMH D 5 �i SSMH A BLOCK 3 I ® ? v p rn ® •� ® O ® ® ® 41 ® ® ® ® ® ® ® L------ +47� I I 262 w o N M "' —2620 I I . . . . . . 15 r I I M In rn � 13+00 '14+00 w w I I tri M Z " — c w w w I w _ — J I ~ 'N W N N H Z LL N LU Z M W •— It at I � O NU` No > > � lWW T 23 L at Z N oO � Q + oZZZ a gkoz W a[ at at I — J oo Z Z � M N > > > • W W W C O Z.I � I = � C-, U) 2 H � a � WmQ.;sr. e w • > EXISTING GROUND w 00 u, ? Y E X 261�� LU > —2610 n —X (4 w (A oo ��� MS N1;� F, • - - - - o.T - - - o. - - - INTERSTATE 84 - ,Q o Iq W 1-84 . ., o k C o ✓� �?YW a _ REVISIONS \W W W W W No. Date Description I 260 600 T PRELIMINARY ENGINEERING PLAN _ C) 290.17 LF OF 8"PVC 0.g " N 80 0 80 160 240 @ 0/" SCALE: I"= 80'-0" PROJECT NO.: Ir EXISTING GROUND CENTERLINE _ 17203 B (D DRAWN BY: �7 v 259 590 TC, LP Z O O dJ CHECKED BY: O O O O JB N N N N DATE: J 0 03/30/18 w 0+00 1+00 2+00 3+00 4+00 SHEET NUMBER —Z A 0 W EIDER DR. ROADWAY PROFILE 80 0 80 160 240 8 0 8 16 24 PP2.0 0 SGALE: I"= 80'-0" VERTICAL SGALE: I"= 8'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR CIUVI S�,RV� OU A VA c U V- C. 2630 2630 SS�ONAL fyc \S TfR�,o Z J W i0 Z v H _ 2 _ 1 g rn Zoo � W Zo 00 M go z N wo w � J � o u� -18 �p > _ C0 � of z � - o � o M w � w wo z A9l r OQ w Z `�' (n J 0 10f') CV U' LL O COO Z N (V O W W M M ~ J �-7� Or W W Z Q N H J LL O N (D O Z li CO Z � O) N Z _ L' ` o 262 O V — Z Z (n W Z M Q J 0 CO J LL LL O N (7 — 0 v M — W � (n Z 20 Ty O ~ Z O to CO W W (O LL' > O Co (A Z Q N H LL N LL co Z i N E W S. w Z M CO W - Zv "t 20 M Q M — O Q J0 CO JLL O JLL O Ur 00 � 00 � W W 0 (4 LO to O M Z °0 O O > > Cn M Z Q N H J 0 J O ILL CO (0 Z W n 0 N rn LL. O) N Z o o (o Z in v O ai rn v 0 °o Q rn — O M � O N Q O N J LL o N N O Digitally signed by Matthew S.Derr,PE Z O O N M Co O + Z Z O M (n Z Q - J O LL O O Z LO ' r J LL LO _Ur O lf7 (� O J LL O N Q N — O M Q > > Q N O— 0 Cn � Z Z Q 0 N t- H J LL O O Reason:Preliminary Plat z (� Lo ^ M Q O N Q J LL O N CV Q LL N H Y U U o O M Z Z O O Q O — U) J N N Date:2018.03.30 14:07:08-06'00' (n JLL LO JLL LO O � N O = N > > CO 0 Z Z Mo — Q LID Z QQ QD w JLL O N 0m � Z O Q0 N F— Q0 NN H Z Q � UQga- 0- = Y — NU U Q0 � 0— — � 0000 > � Ov00Z QUO— OO (nr ZZ a JLL un Via, � � ooLO cnQ � - - - >> (°UU � O + oZ O + o - � 0u� >> > v, o- - N H O � > > � � O Q oD � UQga LL 2Y � N Q � o U` oo (a rZ ZZ Q o w QO N u7 Z ZZ h (nm (n d' o0 00 M — QnQF_ � UQ LL NNU UU 0> t 0- - 8 Z Z p rn _ O rSN _ - p > > Z VOroo - - � o QMo CY) 0 � 0 » cnQl- - - - � UQ d LL = Y � NU = Y � NU C00 + �- ( O � ozz 0 (� Z Z (n m In 2 e0 c0 > > E 0 M o0 = Y CV U0O Z ZZ Q + toZZ Z > + U cnmcn Yzoo 00 (nQH � _ cnQH � _ Y > > > > NCO °) C > M � _ O Cl)M (Ov U Or � > > Np � > » DOS � UQ a 6 O N UO + > > (nQH — > > 2Y O — = DI N _ � UQ > d - � UQ04 W m O r CO o � ooU U cnmcn � oo oo _ � � NU UU � (aCaUU UEXISTINGGROUND cnQH _ > > tnmtnlYco lnmin � eo cnQrR _ - —� QH - » °�i Cc WmID 0co N � UQ a as M o Q o > > > Y > > > (nm (� tYoo eoeo rn am 261 = Y — N 2U ¢ ga LLd � UQ LLLL - - 10 � 'e �cu om � UQ d d rnQl- � _ cnQl- � = _ (nmcn0' e0 00 f (nm (nlYao50 mL a �l!] n cr z �_ cn m cn X O Eo fn IM U) W -C+0 00 (nm (n lY cO c0 CD W o0 .5 coc & U� w (n Q H L E'rn m CD W m w a) W W W W �✓ W >_ � o �.�� 3� v z � z W W W w m oL °-tea 0L'mN `0 0 = a�SU � c �co0 W r� W W W �W✓ W W U Jw` Ls J 2i O c° W W W W I W W W W . . . . . . 3L°La CCOOL� 311.88LFOF8"PVC@0.6 %t z C V/ W W W W W W I W W W W �— 0.60% I ■ _ ■ ■ i 260 220.68 LF OF 8" PVC @ I � 0 47.19 LF OF 8"PVC @ 0.40% 239.20 LF OF 8"PVC @ 0.40% 56.94 LF OF 8"PVC @ 0.40% �600 �� 298.01 LF OF 8"PVC @ 0.40/o w —► o 294.45 LF OF 8"PVC @ 0.40% o 243.40 LF OF 8"PVC @ 0.40% 43.53 LF OF 8"PVC 0.40% 264.93 LF OF 8"PVC @ 0.40% N N 20 Q EXISTING GROUND CENTERLINE z 0 a 259 590 0 Q r - m ul O - - ul >s � - - C4 in - tt O cv dJ o o o o o 0 0 0 0 o g g g o 0 0 0 0 0 `0 s9 sp `fl s9 s9 s9 N N s9 s9 `0 s9 s9 s9 K N N N N ry N N N N ry N (V Z 0+00 1+00 2+00 3+00 4+00 5+00 6+00 �+00 8+00 q+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1�+00 18+00 Iq+00 20+00 21+00 22+00 22+50 II S MALAYAN AVE., W JACKSNIPE DR., AND SW 7TH AVE. ROADWAY PROFILE W 80 0 80 160 240 8 O 8 I6 24 w Copyright©2018 w 5GALE: I"= 80'-O" VERTICAL 5GALE: 1"= 8'-0" All rights reserved. Reproduction or use in any form z or by any means without written permission of o Breckon Land Design,Inc.is unlawful and subject to w criminal prosecution. 0 J w Q Q 0 z Y Q W z wW a a J z 0 z - LL L� a o z 0 OW w W w 0 U_ 0- > z W W O Q `/1 Z 0 / 0 W J w 263 630 263 630 2630 -2630 m = Q CD — Q O �� z o 00 w in Z > O n t` � Cf) � � N W W t` � to v O 0 a, 00 Np li oo rn N —2620 262€� —2620 o rn — - ao OR w bo o - 0 00 c�V In O C� O H 00 N J r � O J (n >j O Z W � O W Lr') 2620— o o N Cl)Q LL 620 262 J � o o w m COo v L6 o 'n ui UJ H � � rn H � QLL NN WO N Q oco gLL NN o v n w rn rn Z cn LL N LO N LL O N w O Q } r Q LL N N O Q O O Cp LL CCJ (CJ Lr7 LL L(� LO W F °Q — QLL aLL N Jr — _o W0 � � W O � —>J 04 Z 0 � o � > g0 � � � NZZ O — O O O LL O O N LL O N _ Joocl� OO JNt` . O m5 N > Z > } » > LIL 0)LL m Nrn NN N ov. > > > QLL + oZ Z � LL Q + � U � � � 0000 � LL� ooZU Z — — O � � U NZZ = U Z — Ir o duir� Z_ rZ Z = aCflN a � � > Qvo- - Q � + o > rn N O ~ N - M QLO > < N > > > EXISTING GROUND � J N m � ZZ = _ MNV U Z ooZZ z o � z z `} LL + Z a � coo 2i ~ Q tld LL o UU > > °' � > > O Qa � 0U = LLNNUU � � < � - cn H — � _ � + N � � H — � � d C) � � � - - - + 0- - U J -C_ = FAN > > J > > (n � (n �' 00 CO a0 U) (n of o > > — — � Q OZ ZZ UU U U U — ��// � ? � LL � � dgLL LL _J EXISTING GROUND c4 � cn � w00 00 V � +o �_ - - = w � N >> > = wrN > > 2610-0n �i0W0D00 -`� � `� � 00-� 610 261 - 610 261� � > > > —2610 � � � - = W � N U U U U) LU Q g a a - Q g a E W w cn � cn � 000� g � Q .. LL 80LL —u�icwnc~n � �o �o ao _c�ncwnc~n � oo 00 cnw � _ _ - _ (ncncn � o � 00 - - W W W W W Z W W �/ W W W W W W W W W W W I EXISTINGUND E W W W W W W I I, - Cori' - z W - Q J 260 I 600 260 600 0.60% 600 w © 260 I 480.30 LF OF 8"PVC @ 258.23 LF OF 8"PVC @ 0.40% _0 I 410.47 LF OF 8"PVC @ 0.40% 71.09 LF OF 8"PVC @ 0.40% L1 126.02�LFOF 8"PVC I - `o I I @ 72.41 LF OF 8"PVC @ 0.40% n Q EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE - L•� m -0 259 590 259 590 259 590 D v' �t u) d1 - m O u) •t d) p p r O ry ry ttl O �t O r r T- a) o 0 0 0 o g g g o 0 0 0 0 0 0 0 Q It N N N N ry ry N fV N N ry N N ry N N N ry N N 11 �WCW y a a Q�OZ W 1+50 2+00 3+00 4+00 5+00 6+00 -7+00 8+00 q+00 10+00 11+00 12+00 0+25 1+00 2+00 3+00 3+50 10+00 11+00 12+00 13+00 y W W�U.z WppQU.;aF H -0ow-az MULTIFAMILY EAST DRIVE ROADWAY PROFILE MULTIFAMILY CENTER DRIVE PROFILE SEWER A-C PROFILE - m;oQaom o g2� � 80 O 80 160 240 8 O 8 16 24 80 O 80 160 240 80 O 80 160 240 C O Q?!W 5GALE: I"= 80'-O" VERTICAL 5GALE: I"= 8'-O" 5GALE: I"= 80'-O" 5GALE: I"= 80'-O" a REVISIONS No. Date Description ` J n Q v PROJECT NO.: 17203 B (D DRAWN BY: v TC, LP Z CHECKED BY: JB _ DATE: J 0 03/30/18 w o SHEET NUMBER r1 0 PP2.1 C Cn I' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR CIUVI S�,RV� OU A VA >U V-" L ' C. SS\pNAL ENc s -30-18 o a �ql� OF 0 z yE W S• w Digitally signed by Matthew S.Derr,P z Reason:Preliminary Plat o Date:2018.03.30 14:07:24-06'00' w w w M CN ' I`n� O j Co U OC c IOC$ L 0 , U 263 630 2630 2-630 (D 0 2)co ID m� 5 � oE m � -- E w NaEO 'FCD >wz C' w CIJ = 0 2.2 CO a: (DCbN oF3 0 W 7).0E �o z = — _ EXISTING GROUND — UJW C�— J 2i rpL W Co • • • • • • 3 W a co C710 W Z Z ZW O 262 Z oo - g p o °'• —262U w L O W rn N O 00 00 r- 262 w M - � —2620 Z N O w o� a� Z °� o W p w 0 Q W N H J LL M N — O W 6� O w O Q N H W It O LL O N zo � � WLO � MZ O wONZ O zLL N CEO N j w J LL LO N Ln W h O z z V > N (6 > > O = Q CO Z , N >> O z = Y �:E of • N > > S � NNU (..) — rD } CRCRO Caw + pz z _ N CO > O � � 0 U) < F_ tl � � Q � d W � Z } (Z = zNNU U o < 0 Woaz z � d � lY00 00 c�n � c~nxoo 60 <^ = � � N j � QQga d Q 261 � co + � - - - —2610 261 2Qa � W � — = - —2610 2Y0N � Y (n W F_ lnYfnll' eo co 0 C+ 2 W > > (+ U) Ye bo Q z — — o K I U 0 EXISTING GROUND M M M M M M 600 260 600 260 " 128.11 LF OF 8"PVC @ 0.40% Q 0 167.78 LF OF 8"PVC I — — @ 0.40% ;3 LF OF 8"PVC @ 0.40% w Copyright©2018 w I All rights reserved. Reproduction or use in any form ~ EXISTING GROUND CENTERLINE_ — EXISTING GROUND CENTERLINE or by any means without written permission of Ireckon Land Design,Inc.is unlawful and subject to criminal prosecution, o J 259 590 259 590 w u) z 0 N N N N N N Y Q w —0+50 0+00 I+00 2+00 2+50 0+00 I+00 2+00 3+00 L w Q SW 7TH PL.-W BROWN TROUT DR. SEWER PROFILE S KEARNEY AVE•SEWER PROFILE J N H 80 0 80 160 240 8 0 8 16 24 80 0 80 160 240 8 0 8 16 24 z ' L 0z SCALE: I"= 80'-O" VERTICAL SCALE: I"= 6-0" SGALE: I"= 80'-O" VERTICAL SCALE: 1"= 8'-O" O O o w n r V, U > r w N O Q z O_ N N w Z O a Gw/� wCD Q Q z Q Q w O Qz F o L o� o c U 263 630 263" 2630 263 630 L L > - - - Q _ -_ __ L � z _ � z J z J > 00 LJJ co N N coO z Ll1 Lo zE 262' CO 0) ai L6 620 262" o0 0 >w 0 � -2620 262 50 - 620 CD O WW LL 6, N CO CO > N L17 4 LL � 0) N aD ~ � � > W N H W W NN �.. N Z V O � � © — ALL NN — W HH J � ce) LL NN H � 0 � ~ Ja-) 0 Joco00 NQ + °' z_ 0 N ryozzO L _ J "io00 MQ � oz z — r � w10 rn » mLLo_ NO - o Z `tiQo zz z Q O "ZtO Z Z = N N > > m Q O Z Z J Q Q M O >> + O - - _ � pN ; V � � � � d tZ � _J '' � 2 � tY ao - a W O �U (nW I d_ l d Ilii o J � � � � CO 00 U) - EXISTING GROUND = W A N u�i uwi u~i � eo bo co _ cn � cnll' coco g � Q a Q a � m 261c co0000 610 2610 - 610 261 � � � � � 610 '0 D — EXISTING GROUND W W W�/ W W �'� EXISTING GROUND W I rn - W W W W If a 260 600 260 I 331.17 LF OF 8"PVC @ 0.60% QL WW'W y WW Wz1. 600 260 600 ' ; o o°� o W U. 210.34 LF OF 8"PVC m�p�R000 — I @ 0.40% 203.27 LF OF 8"PVC @ 0.40% Q v g W C O — EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE Q 2 W c� EXISTING GROUND CENTERLINE v 259 590 259 590 259 590 REVISIONS No. Date Description ` Cl Cl q J N N N N N N N N N N N N N N Q -0+50 0+00 I+00 2+00 2+50 6+50 7+00 8+00 q+00 10+00 II+00 4 +0+50 10+00 II0 12+00 12+50 PROJECT NO.: B Ir MULTIFAMILY WEST DRIVE ROADWAY PROFILE 1723 MULTIFAMILY WEST DRIVE ROADWAY PROFILE SEWER A PROFILE DRA NO BY: v 80 0 80 160 240 8 0 8 16 24 80 0 80 160 240 8 0 8 16 24 80 0 80 160 240 8 0 8 16 24 TC, LP Z CHECKED BY: SGALE: I"- 80'-O" VERTICAL SGALE: I"- 8'-O" SGALE: I = 80-O VERTICAL SGALE: I = 8-O SGALE: I = 80-O VERTICAL SGALE: I = 8-O JB DATE: J 0 03/30/18 L o SHEET NUMBER r1 A � 0 PP2.2 Cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16