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HomeMy WebLinkAbout5.2-12100 Record DrawingREVISIONS APPFIOVED BY: e orf -i- 75 '4. FPGRTE R, R. 0.E. IN 0. 3 3 4 4 8 DATE DANIELPADILLA, R.C.E. NO. 67008 DATE R EN/1 S10N S A IPPR 0VFP:. FRISP PoRrEQ LATE RCE /33448 MAKIAM P. SI-IAIA! DATE RCE 32178 REVIEWED BY: Iz—_ //-- ASSISTANT /, ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 Fim, WA L� It 111t DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. W ao I` N) _ a� LTRI--622.3' I Ir�J T_ I 01 I I��s�DALE u TR-6001 �� •� U 113 Ir WHIT LANE 571 E 36" R.C.P. STORM DRAIN ! ! LOT 1 PMI No. j LLA No. 11881 17- 12-0351 ISI LLA No. 12-0133 1\\ \\ - LLA No. 13-0178 m II \\ LOT o PROJECT \ \ LLA 1 017 TR -4W1 Z'�_ Mu�Rr`A►los SITE `; ,� 25 _ I W - ���n LOT 3 ��---------- \N \LLA No. 13-0178 g5 I I LOT 2'', `� I I , F QTR - In (8\ LLA No. 12-0133 \\ \\ �i jy�,k STORM DRAIN JUNCTION BOXES 13 \gyp_ ADJUST MANHOLES TO FINISH GRADE k_ DRIYE __ c� -------- Fill / LLA No. 13-0179 REMAINDER OF I I PARCEL 'A' -69< � Z g 8 TR -5135 'B' OF P.M.W. 08-1182 I I 0 14 091 i i I I I IW LL VTPM 11838 LOT 4 "1' 1 LLA No. TR -5188 12-0133 VTPM 11838 1,144 L.F. SEWER ----------------- _ _ -N- 12" P.V.C. SEWER MAIN 1,110 WEST MING SPECIFIC PLAN AREA 7,656 L.F. VICINITY MAP NO SCALE PARCEL MAP 12100 --- — WHITE LANE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STORM DRAIN 48" R.C.P. STORM DRAIN 113 L.F. 42" R.C.P. STORM DRAIN 571 L.F. 36" R.C.P. STORM DRAIN 290 L.F. 30" R.C.P. STORM DRAIN 1,010 L.F. 24" R.C.P. STORM DRAIN 2,434 L.F. 18" R.C.P. STORM DRAIN 5,382 L.F. TYPE "A" CATCH BASINS 25 EA. STORM DRAIN MANHOLES 35 EA. STORM DRAIN JUNCTION BOXES 13 EA. ADJUST MANHOLES TO FINISH GRADE 48 EA. OUTLET STRUCTURE 3 EA. 6' CHAINLINK FENCE WITH CURB' AND SLATS 1,247 L.F. 12' WIDE DOUBLE CHAIN LINK GATE 3 EA. 6' HIGH BLOCK WALL 1,144 L.F. SEWER BAKERSFIELD v= 12" P.V.C. SEWER MAIN 1,110 L.F. 8" P.V.C. SEWER MAIN 7,656 L.F. 6" P.V.C. SEWER MAIN 190 L.F. 4" P.V.C. SEWER LATERALS 3,030 L.F. STANDARD SEWER MANHOLES 18 EA. DEEP SEWER MANHOLES 15 EA. SEWER CLEANOUT 1 EA. ADJUST MANHOLES TO FINISH GRADE 33 EA. ADJUST CLEANOUTS TO FINISH GRADE 1 EA. KEY MAP LEGEND aX SHEET INDEX NUMBER Qs SS#12 SEWER MANHOLE W/NUMBER © CO#12 SEWER CLEANOUT W/NUMBER QD SD#12 STORM DRAIN MANHOLE W/NUMBER DQ JB#12 STORM DRAIN JUNCTION BOX W/NUMBER ,B, CB#12 CATCH BASIN W/NUMBER PROPOSED SEWER MAIN OR STORM DRAIN EXISTING SEWER MAIN OR STORM DRAIN FUTURE C.B/ JB#1 SD#19 Ss# 16 s D 12 D TEMP. sD#17 sD#18 SUMP B \ 12 LEGEND O/ 0 TMH- TOP OF MANHOLE ELEVATION u) INV.- PIPE INVERT ELEVATION O (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) LLZ P.V.C.- POLYVINYL CHLORIDE `+ t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE v R.G.J.- RUBBER GASKET JOINT Isn w t, W CB- CATCH -BASIN J SHEET INDEX -I OO TITLE SHEET IA FNAsimG pt..,A,J Z w 02 STANDARD NOTES & SUMP DETAILS 03 WINDERMERE STREET w STATION 95+00 — 106+00 ¢K WINDERMERE STREET W STATION 86+00 — 95+00� CAMPUS PARK DRIVE F- STATION 152+00 — 157+00 ISHEE 05 CAMPUS PARK DRIVE STATION 157+00 — 171+00 WINDERM RE STREET STATION 75+00 — 86+00 70 PARK QUARE RIVE STATION 4+50 — 18+45 ' g� LO EN DRI E # ST ON 46+50 — 60+63 09 COLLINGWOOD DRIVE II I II PASEO PARK II W•Z II 10 LIVERPOOL WAY II BIZ it ALLSTON WAY 11 uj H II X w 11 CELESTIAL COURT 2W w 12 "OFF—SITE" LODEN DRIVE Z Z) TEMP. SUMB B DETAIL 13 JUBILEE LANE WOODLAWN WAY HELENA WAY 14 BOTANICAL DRIVE VINERY WAY 15 MAGENTA DRIVE SHADY VALLEY PLACE I � X MH \ I I I I I I S I I I I I I 1 I I I I I I I I \ 1 1 _ _----- _----------- CB#20� - _ _ -_�- r♦ ,i--�..__ �1 O -i----------------------------------_- SS#1 I TENTATIVE--�--- \ TRACT 7246 -- --- I I I I i I \�� I l i i t i �' � �♦ 1\ i i i i I i SE D I 1 ��- ! 1 -�L �� ♦ ------------------------- _ _- ------------ 1 I SS#2 t i TENTATIVE 254 7 TRACT o -A I I I I I \ 1 --_-_-- , _a \ _ i -----SS 1 \ \m'/ \� ° `` , / \\ ' \ ♦ \t� SS 23 i i i I SS#24 \ \\ \ `\ ♦` SS#20 ,/ , , # - VINERY-_ f- `♦ 111 I I 1 I SD#24 D 11--CB#21 I FUTURE COMMERCIAL I 26 ! 1 E o\, I �\10 D SD#27 _ � I SS#18 14 WAY SD 2\0 \\\ \\\ �♦ S� \\ j SSS#25/' -� s �cID� -�'/ SS#1 ♦♦ ♦♦;�'< ,,� \' ♦` �� \\\ I /�`/ '/ �c �`� I S 06- s CB#4�\ `' ° �\ i ♦ ,':� ����' FULLER \�JB#11 APARTMENTS TENTATIVE`.� D D#21/. CB#3 ' \ "TRACT_ 7246 �� ,>`� ' s SD#4 \ ��/ �\ `♦ `�/ �\ ♦ lD�' �% i SS#2 >' #' ` ��.V SSS#\ /' `♦♦ 1 5 SD#22 �� ,�/ . �` s gB#19PASEO \ / 4 �� 1 > 1 N! i �\ �JB#12 JB 1� ` 1 1 k > # / COMMUNITY FUTURE�>` ���� ��' ,/ `cB#1s� 17 BB#18/ QI 1 I C6#6 CENTER ,--z! .��'� `.� /�/ /JB#13 D D '/YF< Nq �/ p! 3 O ss#7 I ���` / JB#17 qy l j SUMP D 'TENTATIVE 7 c6 16 13 JB#21 D + JB#20 D D # # CB 5 � �' �`. �`:. .'� TRACT 7247' / ���; � / FUTURE SD#6 JB19J #% PARK SITE s . ,' \� , `�� / ; `,� SS#27 / �� / S / 13 SS 3 SD#7 D C'9 ' SS#8 i i' ``�` ��� % i , ✓(�ej`£ \ 1 / # SD 132 /C8# 6 S / % SD #8 i , ` �� /' ```\`�'� / �ANF� SD#31 I SD#14 D B#15 -'- 13 D c6#13 D TENTATIVE 3SD#9 SD#o CB#12SD#16 ___7 _iT I c6#14. /'�� / / i, s /' ss#2s� S I ! / O\� \ / /� / D q�/ CB#91 D SD#15 /T \ /- CSD�29 D B#29 SS#30 / / �X`/ S010 SS# / / - - - #_8 S SS #i l\.�� l J� -I� - sS#36 to TENTATIVE 1'%�# D / ss#13 - - ___ �� TRACT 7288/ 1 SS# 14 I I TEMP.- / SUMP A� / 2 - - // / i III SS# 15 / A.- / lEN TAIL VE TRACT 7288 /� I I0IDERGR M SERVICE ALERT OF SOUTHERN CALIFORNA N_ FUTURE SUMP A `Zzl� INAL TOIL FREE 1-800-227-2600 / / AT LEAST TWO DAYS EfFOW YOU INGKEY MAP —N // HfOFFMOSPN SCALE: 1'=200' U C] - ILL oato w2c2 CO J ZOCaALu wzLLw;� LL, m 2 Z 2 Y p Q'<z0 1, LZo j W x Q Z p0 6 W m y f WWMWZHO wxOwxwOO z1-U~��OILLi.��' ira0o- C-11 a�O�IO-L�ozrW uSwYdU -u<ZU CL• W Z uj LO O 2Z�S-22 W xlil wwr>pU2xmcc -2QD��-ZZLL W LLFZZ Wp��[O 'j <z Wzo¢ z'oWi'xow<F0(3 W F-Qwt-U030 CL Zpw Wwtw0z �z �aZ�ptn�j U lx- Z W ~'< Z' -Z W EL m�aWzzc) a<uwi>avw5o Lu Q JOTOOaQFFc a(nHJ z Ww-I�F� w x z Q Q 2U zpxUcnwx (Of §zt-=>o�p2 _ ��p�Ww=L wa,0Z>cnmQ[� M w w w U Z 0> wwp0wz�ro>_ xxS9crx0!wz-� F- o: 0_ 1) Lti w LL0w LL 0 o cr a) Z)wzN 0_J XJjJ ¢ZN_ZQOL+-' LU WLLIX m O Q x Z J U zo—w(/) o mwQwZZUwI- z wQ QZf-mH �w ~a -V) CW Q J W W w Z J G L w0U�apO¢~ �Ya�zwo mwUtnF- W w>_ 3 w 3 0 z Z Q wz- Q w 02w 00v' t� E_. 00-i�0 C) ZI-WQw(nww v l �mv'`io�Ow0~ Q OI=zUU. !n � QV�JOVa CL I- I.L. 0V w F- V) OzzW_QJ�_, L1 az}QOmFrQff QQ(jQQOWO f. 7w NZ D-�Er�QQ z zo�Iw-o0o W QI=3w0tozwc z wamv1wcn - W> LLI X: >_ 0 w m M it 0 I.L F-momI_OOUm. �J z �7 n u) �^ T Cc) ;Z �_ U � �a_—N IAJ c3 v? O �- Ix tD CD w X "t LLU caz IiM too z o I,) cel LLJ z11 to CO I I�(74 _cy O/ 0 LL u) Q O L(, LLZ i `+ Z O I cr uk 4 v W Isn w t, W _uj � J m -I !CL N. Z w Z w w w dj V) > i W j W F- OF 15 ISHEE Z o � o < Cn O/ 0 Z u) Q O L(, c)CLJ i `+ Z � I cr uk 4 v W PG&E SUB -STATION O/ 0 2 u) n l: " � 1 ) L(, W i `+ rh I cr uk 4 v Isn w t, W -I W w ' L) w dj V) > i 115 t� <. X r c f)_: OF 15 ISHEE Z o W !, Q Q z z LAj 12/-'1/2014 L(, m �t rh I cr uk 4 v R v w ' L) w dj 115 t� <. Z ;` OF 15 ISHEE Z o W !, Q 0 BAKERSFIELD v= MEMORY CARE d J i, I 1 e Q DATE 12/-'1/2014 L(, PA JOT? Nc_ �t I cr uk 4 v R v L) w dj 115 t� <. COB RECORDS No. ;` OF 15 ISHEE Z o Q DATE 12/-'1/2014 La f PA JOT? Nc_ 1, -2750H I cr iSHEET— L) COB RECORDS No. ;` OF 15 ISHEE NOTE: AT THE TIME OF THIS REVISION, ALL SEWER AND STORM DRAIN PIPES (IN ALL PHASES) HAVE BEEN INSTALLED, BUT NEITHER TESTED NOR ACCEPTED BY THE CITY. THIS PHASING OF CONSTRUCTION IS INTENDED TO DESIGNATE THE COMPLETION OF MANHOLES, CATCH—BASIN(S) AND THE TESTING OF PIPELINES NEEDED FOR THE NOTICE OF COMPLETION FOR EACH PARTICULAR PHASE AND THEIR RELATED TRACT(S). RECORD DRAWING Py A5E ( 0"Ll BY: FRIED W. PORTER, RCE 33448 EXP. if -------- _- WHITE LANE I : D I �---------------- ..,_-_------------------__._..,.}-------------------v-------'----------------- _. -� FUTURE C.B. EX MH I I C'-----�----�----r----r-__- S� I I I I I I 1 1 I I i I I I I i SD#35 _­ - s --1--------i_----tea--Z--� ----I- I I ! `� - -_--_--_----gCB#20 ®m .m # SD 34 SS 1 10 1 # p S f # I I f(° I j I I I j i i I I /C& TENTATIVE I I I I I I -----�---� ----�- -- -1 ° I ° I - -- ___--- �° ►' J --1 _I_-�- I--- T-- ��" FUTURE \ '° ----ter ---- t 1 I 1_ L L J--- ' ° r- , TRACT 7246--- - , It ti I rr I I I i COMMERCIAL , p SD#25 D S C B ®�� - —r— - - - _ a� \ �� 6 m mT---1- —r - - = --= _ l ��STQ 1 2 CB#1 k SS#2 ° i TENTATIVE \ l s TRACT 4 s / - 3 , _ ___ ► C 725 I I I I I , F , _;s,, D - i "0' y 2 V ---- k o� Or,r V < -'-' SS#21 5 , sL^ SS 23 41 i 0 i I # SS 24 , , SS#20 , \` / # VINERY t) 5 �S#3' \e Mu \ SS#18 S ,0�� /\�� 141 f �514 ttt WAY SD#2 ,�• -71, \ ` ,� DD \ 'SS#22 ; \\ i r ,� t S SQ ' 0� # e\p JB l D \ ^SSS# 1 ` ��-o e �Qa p�f" J8#22 SD 19 ` SS#�51\ A # \ , ` y�r� f`i R ss#i f; 6 S �CB#4�� s �� ®®\ 'X '� ��\ `!` `/ ; FULLER # // \�\\ t \ �!` �Q ,� EJB#11 �i ,/ i\`� (, ,� APARTMENTS 12 Z2 Y--- ,TENTATIVE '. `� ,�' \/ ° (sD 21// _ 2 ! , # SD 18 CB#3 ��.,- ® �.'"TRACT\7246' �� �.' p R! ��< ss#2 03 ! TEMP. sD#17 # sD# \ \ �' ! Sti A 1 g // SUMP B �� ` %,C6#30, � >� �� y 9 2 M JB .16 it t PASEO / % / J8 12 JE 14 , ®\ , F v D �' �� �� SS#28 FUTURE ,� `� ,�� i y`a��C /� !,'-CB#18 B#17 COMMUNITY ' < > e ; rCB #6 s // � , / `a 'e . / / y. CENTER /g�� i %� / i �a / JB#13 ° I3°c/> j ! -SS#7 if ,'/ �`� ,�� // ��i` i JB#17 I jSUMP! \ 13 Y JB#21 S �. �� ' TENTATIVE /�e� 7 CB#1s °. ca#5 TRACT 7247' :� ` _ /2�3 a ° l SD#5 ( '� �` \` /" ' !� 3 JB#19f� is ° J J6#20 FUTURE sr#6 .' / `�> ��� ' ' / S / , # ✓ I h SS 27 / PARK SITE G / (� # ' r D 33 Dr 4 � /' ' ® �� ' / �� � / ?� /�} 1 ZJ !1 1 I 1 I I / D C0#1 /\� /,/ % `` 0`e /' /'� ^� ir" ,f / i r v , �` .Lfr t r l G --- \ f -- - - PG&E C / / ® , / Uig a (6- D � / , , ° SUB—STATION , �%� `LJOS, CB#7 �q � SS#8 � // // �a ���` ' ,' � / `«e/��` � `SD#3?_ I � # �\ �(� S ' a�Fg\\®a ° ' 1 it 5 i SD#8 / , ` �� ' ' �� �., / , e �@ Cq �� 1 SD# -1 1 Q 5 6 SD#,14 / F�� /h \ / � \ / ��,' / j� ,' ,/r .�`� CB#15_`,� / / �-7— I -,`g13~m p CB#1 3� ��c�\, ��`/` \_ / `�� / p / / / ` // ��> c.TENTATIVE i 2 CB#12 P_ — SD9G'_ ,'/ ,'\��1� SD##16 D / r i TRACT 7248 sD#3C 0It / D moi, It 'i /� \ / �S#9 ` ® f \i �rr f -r1,__ I °'I \ CB 14. =� \ / '\ `�S `� SS#26 Q15 1# \ / F A D$ q �� CB#9 / SD#15 r ��`�i '_�� _ r SDIt It#29- CB#29 l SS41 u ss#.,o / / sD 1 o \ / / \�'LiO� / / p. SS#111\� ' / r l $�r_� `� r -SS Z, Of 'o /\ ' / /\ / SD 1 S S SSS 1\\ r l I r I # . # 2� 1 , G IQ� 2 \ @ / / CB'#8 r I �_ 1 r w S=s # < \� ! / TENTATIVE �. / / ;��\ ° 12 D `� / ,' Ss /1 ' ?_r 7 �- 1 TRACT 7288./_ ���D#13 ._ _ S `\- �` _i r 5S 14 I I n.. /i It It It TEMP. 2 / j , SUMP A It At , TENTATIVE \ / / TRACT 7288It NZ, lAdWGROUND SERwcE ALERT / % OF SOUTHERN CAUFORNIA e a 0 ® It // / FUTURE / / <O�l a, / /� ,,� SUMP A Yi / / <e �' l /PO0 r It It / It / �l BAKERSFIELD MEMORY CARE DIAL TOLL FREE 1-800-221-2600 AT LEAST TWO DAYS BEFORE YOU DIGK Y MAP —N / // HOFFMANN OSPI SCALE: 1'=200' U oac�o wOcn m J Z Q W w Z f L11cn LUz�Wat~Q w �. daz0LFz� Oc m,wzcwz �a w�=��v�=�z� W T6 In LOU ZI~-U~ NgO��F �Zo o- �ao00wUmvwiL w oza'x-a�'-~Mc ¢6eOCti�gQUZ>"Li me Ww rrim�C 6500 -20-�0a Qwz0a�zv�ic Q - F-- w LL QF"-F�Zwpaa� Q z zo�vi , z> Zp UJ UwW0 LLapoQ 2azvzd� V_TaUzwZOwdOLL m ta-~ Z Q Z 0 05, z �aLU zZ�'. ai W DQFQ--UUZ0 QJOTUOdot- �u�iWx�z¢�OG _ZQZ=UcpwZ aLL 40: j¢wz QQ�pWw�n�oz dcaca i (D:n �LYLL Qww__l LawL) 4>1- wwVOwZ cn>-v h_ is O(Lif--Oow<m Of V) W © LLJ 0 mzZ z w Z rn a:j Z j<Z-L ZQ0w X -j Z <mw momwolut LLJ 0 Q w �_ (lip -U >-Q�rwr-ww mw<UjZz lz LJOc�Qa o ri� Z�-M0 - LiJ < jWZooz-, W: OUa00`Z _ xzzwo OMP L w�o�LOZZm LLJ O �Oo-jXOOUm �F" ° jQ ,(n�wQ f !1 omtkp-Zo�C) tJ J Q of0Uj 4-1 CO�FZUc V J F=-cCU jO00_j ry LAJomz�->ZGO t ° 0-F_U_0U w ~ LLl QZo¢mpt w��m Q LLJ QQUQQOF- Z I X -jr oz=ww U aF-§Ewu,cnz�o C tD U U — �? ..J a >_ �ppcnUO Lai a- 0 Q m m w L� F)_0w.I`` mw0w mUa-oOUfx d r CD RS O LU z E LL.! (Tf cl > c> T- 0 (� a) t1. co M 04 LU ILLI a) M Z O CJCJ j w _� "' -- N 8 0 r IL L a 0 Z Q COD J C:) �c- 0 cr W O ®moi < N 00 N c c 3 a-- w ctw W z c I C w Ul I C viU, v C n 4 c I w CN In Q a C 0 N r-;2 UJI cn co w = L 0 LL Lo wC)m J �v) CD to E LL w w Q c: cn 0 iI7• W LL LIJ ofW ILL a a Z Q COD J C:) �c- 0 cr W O ®moi < N 00 N c c 3 a-- w ctw W z c I C w Ul I C viU, v C n 4 c I w CN In Q a C 0 N a =A: 12/11/2014 No. 13-2750H - - SHEET-_----- E c c E c Ln N OF 15 SHEETS r-;2 cn co L Lo wC)m �v) CD to E 0 iI7• LIJ Cl Uj Q3 w CL W ;_�, d Z >�> d cry,:' Q `1 <1 a =A: 12/11/2014 No. 13-2750H - - SHEET-_----- E c c E c Ln N OF 15 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH 1S DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 11. ANY WORK CONNECTING TO EXITING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). COB SEWER SPECIFICATIONS (CON'TI 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASEL ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 13. A STAMPED "S" SHALL BE PLACED INTO CURB FACE OVER EACH PROPOSED SEWER LATERAL. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. HIGH WATER LINE CAMPUS PARK DRIVE SEE SHEET 5 NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION SW -1 SW -2 SW -3 SW -4 SW -5 SW -6 SW -7 SW -8 SW -10 SW -11 SW -12 D-1 D-2 D-3 D-4 D-5 SW -7 REV (10/22/13) SEWER LATERAL MARKER TRENCH SECTION FOR CONCRETE ENCASED PIPE PAVEMENT PATCHES MANHOLE, TYPE "A" FRAMES & COVER FOR MANHOLES & CLEANOUTS 6" CLEAN OUT HOUSE CONNECTION WITH VCP SADDLE INDUSTRIAL SAND TRAP SAND TRAP HOUSE CONNECTION WITH CAST IRON SADDLE SEWER LIFT STATION VALVE BOX INTENSITY VS. DURATION CURVES RATIONAL METHOD RUNOFF COEFFICIENTS CHANNEL PROTECTION CHANNEL PROTECTION RIGHT OF WAY FOR NATURAL CHANNELS CONNECTION TO EXISTING SEWER PIPE CURVED PIPE NOTE: CONTRACTOR SHALL DEFLECT JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE SPECIFICATIONS AND CURVE RADIUS/JOINT DEFLECTION SHALL BE APPROVED BY CITY ENGINEER. i i i INSTALL 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13 N63'16'04"W �� 49.00' x 52FG cv 110.0' ------------ x cn K ,,, I cnn x / 341.04 N 30" x,� I -� y Nr I 64.0' - r I r°o I �_ i ;uvZi I x nz 0 4 o X I o c °' I 12.0' !zs z I 00 LO I Z n I O I 0-) Pm. n r x ::E rrl --� I 0 m pNx I I m o -� rn I -A 12.0 I o I= w - c I N� MAX0 N fT1 Cn I, c I o rr; o ► I x0 0 m o 0 NX I N �T 0 MAX I 0 12.0' I I I x I I X I I I I I 71.7' I � N I k Ar. 4 S 95.0' G' x x N6316'04"W 149.00' TEMPORARY SUMP A DETAIL SUMP BOTTOM =340.60 SUMP HIGH WATER = 348.60 VOLUME REQUIRED = 2.12 AC -FT SCALE: 1"=30 VOLUME PROVIDED = 2.31 AC -FT 0 7.5 15 30 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 530.00' 35.83' 3'52'26" 17.92' C2 25.00' 8.69' 19'55'11" 4.39' C3 92.00' 73.36' 45'41'16" 38.76' REVISIONS APPROVED BY' I FRED W. PORTER, R.C.E. NO. 33448 DATE 1 DANIEL PADILLA, R.C.E. NO. 67008 DATE ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ D-8 ri RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® D-9 �/� R✓1 o PIPE SADDLE DETAIL ❑ D-10 O� I-- >-N SIDEWALK UNDERDRAIN ® D-11 > �. DRAINAGE BASIN ® D-12 CHAIN LINK FENCES ® D-13 L V.. CHAIN LINK GATES ® D-14 cz m CATCH BASIN, TYPE "A" ❑ D-15 CATCH BASIN, TYPE "A-1" ® D-16 U) N GUTTER DEPRESSIONS ® D-17 JUNCTION BOX ® D-18 0 Q N O MANHOLE, TYPE "B" ❑ D-19 DRAINAGE WELL, TYPE "B" ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES LOT 12 LOT 11 HEIEti A .. I LOT 1 ►I s 26�3g, SUMP D DETAIL SUMP BOTTOM =341.90 SUMP HIGH WATER = 349.90 VOLUME REQUIRED = 8.06 AC -FT VOLUME PROVIDED = 8.16 AC -FT Li :: 0 U U- SO�OUO worn U W Lu zLu LLjw ��~pFF=-LLz ri wiazF=z�wzoa-' a to �cnx�! �/� R✓1 o cnLL~�Oz ,woo 'z Lffiw�x2zn LLJ .0 w=0w=wc�U�"`�= O� I-- >-N c.)II- cnW2cLL�` � W a c'? zx,8- nopLLo§, > �. aH386izUiDwo oz° 1=vwz, Li z 0_ ti 3i O z m w Cn 0) X 0<ca Q 16w -w W 116 ppzp L V.. WW}W=='w Cf owzzw0 zw=cnC) cz m ,6Txmpo-wz0zpw N W w LL _ z g02iQQ W W z04 `�/ ,Z 0) O Z�owowa000 ¢� xUOU� U) N Z p w w w x O z 4zj M LLJ W r �, paZamw>UQLJ azCO"" ? LL�m��Zcn z w w z0iz- 0 Q N O ��cwn>QUwv��O `nom==zdLwa�� LLJ a O w O p a~ =c~-QU>�0C? C9cn=�zQQp� T a� w z p V = L w �QOS>� JO(n W�wau-z LL, ll p ---MID w-MIj ,iza`i`nc-ngu� > oozzlzo QwLu 'wU�a>F- wwUOwz cn}vi xx'L'xx0�Ewz� `p F- 1 -N- SCALE: 1"=40 0 10 20 40 L C S W71_ - � L 5 z F LL T m U Wz c aLL LL X c W W � 3 ." I v - 40 c. � a c t L LLW V cr a c 3 a O ~ cr cr Z Q t� a m C\ t1 s� j �\ s ', a ,) w �L U) O LLJ r wf\ J m Ld `p F- O` w W CLW o a i o a L C S W71_ - � L 5 z F LL T m U Wz c aLL LL X c W W � 3 ." I v - 40 c. � a c t L LLW V cr a c 3 a O ~ cr cr Z Q t� a m C\ a DATE 12/11/2014 PA JOB No. 13-2750H v ��. E 11T_ c r h OF 1 SHEETS t1 s� c� s J� cl O` ui a DATE 12/11/2014 PA JOB No. 13-2750H v ��. E 11T_ c r h OF 1 SHEETS CONSTRUCTION NOTES RADIUS LENGTH DELTA (D INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT C Lu z S.. INSTALL SEWER O Fz M INSTALL STORM DRAIN C%4W DO INSTALL STORM DRAIN MANHOLE Q INSTALL STORM DRAIN JUNCTION BOX 181 INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY p z O J X S--- EXISTING SEWER L co W W ----FX SD EXISTING STORM DRAIN '" EXISTING EDGE OF PAVEMENT - SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. INSTALL 284.5' 12" PVC SEWER 0 0.15% INSTALL 284.5' 12" PVC SEWER 0 0.15% 12" SWR INV = 333.7 INSTALL 284.5' 12" PVC SEWER 0 0.15% / 18" INV W= 347.10 CONSTRUCT 48.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% II II STUB & PLUG I I 18" INV E=- 347.91 _347.91 CONSTRUCT 241.2± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% INSTALL 255.8' 12" PVC SEWER 0 0.15% 106 — I 00 rn orn 00 Z WHITE LANE (BY SEPARATE PLANS) HORIZONTAL: 1'=50' VERTICAL: 1"=5' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT 1n 00 2345.00' 284.53' 06'57'07" 142.44' P� CiJ U) La O �LL 0� ��Mt�v C Lu z S.. w�=�J Cn22Z_tf] w=O�Qzv�icwJ�LL O } O Fz M 1 a� S Z Z O o w i' > U r w 0- 0 0 9 wW C%4W zz� ®U (J) (1) x ago�amM Cn w � L.CADo � ��oao? wuWw9Uwxw U M n ¢ 03 N Q-xoZW�oon LV � CO W LLF=Z-�pTL:- oo�¢�wwz0¢ n.i( LU Qi M 06 Z_ a) o p z O J Q�o�p=�000 n/ C') CID N tlL zOwwwLL �OZQ L co W W oQ_Zal=-oW>p� K r r N CD C�IC)w~QOQOO Lu 5z-m�azzz2 w a w> U U wog C CL) ® N cp W j= F U U Z r QZ�O WOwtrg=� � LJi IJi D 2g Z ~ 2 > p JOU H g<03: U- U- o � �w >o}<wn-3w0wx W ►�- QW_jWw-J; jC) ] CL N 19' CO 2 2 S2 of S 0 g W Z a m a e U Z D N 19' 5' � Of 0- 0 co U 0 uj Z O (� p � 1 i� CONSTRUCT 11.3± L.F. 18" II II II II II CL -3 RCF w/RGJ II STORM DRAIN 0 0.88% 18" SD INV= II 347.08 it jl 12" SWR INV = 333.7 INSTALL 284.5' 12" PVC SEWER 0 0.15% / 18" INV W= 347.10 CONSTRUCT 48.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% II II STUB & PLUG I I 18" INV E=- 347.91 _347.91 CONSTRUCT 241.2± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% INSTALL 255.8' 12" PVC SEWER 0 0.15% 106 — I 00 rn orn 00 Z WHITE LANE (BY SEPARATE PLANS) HORIZONTAL: 1'=50' VERTICAL: 1"=5' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 2345.00' 284.53' 06'57'07" 142.44' I f _ FIS CV p t- ti.( 7t-1 IIC9 11 C9 Q QII � �W W �'WW �O W JO F 0 OVV)0 �0 OO IYJp W Q=N(n �V) J�ui OZ= OZS OZ= OZ= O(n= OV)� pXw ox0 ow -j O Z O Z O Z O Z O Z Z O Z= O W O W% Y O Z O � �ppUpp� �it)� \ U� ��< v(Oja W �-IQ� O0Z L N �'d tO0o00 �a��a,II a00M w ocw" t000 tO0 00 00n ^00) V) COcp 3 nN V) NO w tot w Nr O oDL j c0+3ii11 00 0 t+Ot+� V) +� �� V) +� ++ (n ++ V) +0 +O N 0+ 0 OD) �Q) 0)O X00 oo"04 �N W) W) +O 00 0 oN o 0o VV) (On V) fOn (n N N O 355 ................... T(n :...:...:...:...:...: :.. .------....... �.. ,4 EsiGN R ABO ��. ... .. ......,�................... 55 ��� PP 0%1M,4' 7F D G ADE leF �S ti� -_xx �� . ,��� `L SE A ST DRAIN ------------ 'ass. �S�ti\. ER AND ORM¢ 3z------------------- -------------- ------------------------ --------------------- 350:............................................................................................ ................................................. ................................ .. ............ ...........................350 II . 18" INV S -W= 18" 1NV N -S= 18 INV N -S -E -W= 18" INV N S 345 ............. .........346.63................•----..... - : : .4 : : : 45 :..... ...................................... ... • 347 � Zg 3 7.. 3 .................................................... .......................................... ......... ...---......................... II. 340 :.......:...: ....................................... ............................................. ............................................ ...................................... �I:........... .................340 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1- NOTE -"A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OFEXISTII I: 335 . . . . . . . . . . . . SLOPENFROM MANHOLE G STUB TPRIOR' OO ANY O CONNECTION TOSEXISTIRNG STUBIFY �IF . I I J .335 POSiTfVE SLOPE' DOES• NOT EXIST,' REPLACE •STUB • TO :MANHOLE.. �' I: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� 12" INV J ���-• `� �a (332.93) 330:...:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:. = :...:...���..:...:...:... :...:...:...:...:...:. :,ti.���..:...:. ,���ti� ..: :. 30 . .................. ......... �\ ...�..._.... ...........3 . _ INSTALL 220.2' .18" . INSTALL 330.0' .18" . _ INSTALL 259.2' .18" INSTALL 313.1' 18" i CL -3 RCP w/RGJ' STORM DRAIN 010.11% CL -3 RCP w/RGJ STORM DRAIN 00.11% ' CL -3 RCP w/RGJ' STORM DRAIN 0'0.11% CL -3 RCP w/RGJ STORM DRAIN 00.11% 325* .................................................. ............. .......................................................................................................................................:...:...:...:...:...:325 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 SEWER—STORM DRAIN PROFILE I U -LL OLL. LL paUO W O(A , w W U) W UW'J z W W 0 cnm=ZFwaFp () �-r-o�izu--za-z aazU-z� oo CM -- CA L0 aio MMf M�iwz�>� ¢ P� CiJ U) La O �LL 0� ��Mt�v C Lu z S.. w�=�J Cn22Z_tf] w=O�Qzv�icwJ�LL O } O Fz M 1 a� S Z Z O o w i' > U r w 0- 0 0 9 wW C%4W zz� ®U (J) (1) x ago�amM Cn w Q Qi n LL L.CADo 7W ��oao? wuWw9Uwxw m }wR6zoow pwQw�.xw"v'io ¢ 03 N Q-xoZW�oon LV � CO W LLF=Z-�pTL:- oo�¢�wwz0¢ n.i( LU Qi M 06 Z_ a) o p z O J Q�o�p=�000 n/ C') CID N tlL zOwwwLL �OZQ L co W W oQ_Zal=-oW>p� K r r N CD C�IC)w~QOQOO O Q0 tl. O 5z-m�azzz2 w a w> U U wog C CL) ® N cp W j= F U U Z r QZ�O WOwtrg=� � c9tn W x�zQQO n Zp2Ufn W S L W 2g Z ~ 2 > p JOU H g<03: jI � p�H�wwcnM�n W QaLLZ>UaoQ >o}<wn-3w0wx W Q QW_jWw-J; jC) ] CL CO 2 2 S2 of S 0 g W Z a HF -0 dH Uaw<z 00 �Gdo t J J cr) M w > U �� W O y d Q �P w C Q Q o w J O O z Z C%4W I w ./ L.CADo _ g w w L. i o a 00 �Gdo t J J cr) M w > U �� W O y d Q �P W cl U) 0 0 CJ Ai E_ F- OD o (cCl) Li L) w 0 O L) 'J ice. G C) W �i cr_ E_ 0 a C� CJ Z C Q O J O T� Z C%4W W o �7 L.CADo N w Q ��< �QW J o � JJ cro n w i W cl U) 0 0 CJ Ai E_ F- OD o (cCl) Li L) w 0 O L) 'J ice. G C) W �i cr_ E_ 0 a C� CJ 31: DATE ~ 12/11/2014 0 �� PA JOB No. 13-2750H Ilr uEEY-- U. � S H U i. S(1 S_ im r� 3 OF 1 t SHEETS C w 3 ,Z �7 N w J J JJ U Z jI � O Q cn w 31: DATE ~ 12/11/2014 0 �� PA JOB No. 13-2750H Ilr uEEY-- U. � S H U i. S(1 S_ im r� 3 OF 1 t SHEETS CONSTRUCTION NOTES r,to r- RADIUS OO INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION 284.53' INSTALL SEWER C3 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 400.00' q INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. - OD INSTALL STORM DRAIN MANHOLE ui Q - Z O (J U Z 0 OZ ui 0 U 103.07' ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. 0 INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER '.20.40' INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. - - RIGHT-OF-WAY o w a IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER cn U) z W O (n � �-- m LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. -- EXISTING SEWER R -- EXISTING STORM DRAIN - - -- EXISTING EDGE OF PAVEMENT /t REVIISIONS APPROVED BY: -� 7� \ 156 `� `''LA y 0) - C3 w Ct % Ji L r- 41t �.. . , . ± L. F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% A STORM DRAIN SECTIO N.T.S. 11 LO z CONSTRUCT 32.2± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.12% 18" INV 346.45 N� N0 r,to r- RADIUS LENGTH DELTA TANGENT C1 (ND N 'n N N to Ln N N ,n .n N N Ln N In 284.53' MK) MM C3 2331.00' 400.00' q 200.49' N 2331.00' m a OZ Q_ 14.6' 19' � m m x 0_ 14' 19' af �1 n_ m U, ui Q - Z O (J U Z 0 OZ ui 0 U 18" INV= 347.20 CONSTRUCT 15.7± L.F. 18" 18" INV= CL -3 RCP w/RGJ 346.56 18 INV N 18" INV S= STORM DRAIN ® 0.64% 347.15 347.21 18" INV W- 346.41 CONSTRUCT 52.9± L.F. 18" 18" INV E= 18" INV W= 18" INV E= CL -3 RCP w/RGJ 346.58 346.58 STORM DRAIN ® 0.11% 18" INV N -E -W= 344.21 _CONSTRUCT 43.7± L.F. 18" 346.2-8 C 3 RCP 8" SWR INV= 338.51 8" SWR JNV= !) L- w/RGJ 1 STORM DRAIN ® 0.23% 337.02 STORM DRAIN SECTION N.T.S. w L ODE SE N DR/ �Z Z ! SH1EEfT 8 �o � rn U W 15' oLL paUO w0cn z��w wom< w m w w w W¢ P 0 aaz�~I-�zoz wx¢z�"z�u :r0 mmxwzw>Fc"¢ Wp��OZ�wuj2 vo ww=�az-w§Q W S O w= w w U Q U' ~FF0mwu- � 27 cnoo�oLu - W oza-OFrza- -o z O'� U m z oZ w ¢ O LL OV Q m U zzaw.wzc;c wW�>pUzc�i�� �wzwwww <no Q = O Z u)g O O W t- o¢�¢Wozo¢ zwzpwQw¢1-0o C6 0- V dU)~'Qow Z0 Z O W W W O W O Z¢ O UO o U x U w Z w¢ O LL I-zw w¢ W W U W Wp O W LL W w, _ v w0z o 0 Owx'Z¢ = �2 - : U oNwz�z¢ o 9,T6cnwx¢cYW �wOO.Ww=WOE >}w�-cnpcn- ¢wo0z_jjZp>ao =iS2w=09wzD I-F-aal-U0w<2 U _ z M rn Lu a W z L� W � cr? > -0 CD m X O `- a LL U) Z Q m c� cz Z N O of 0 �N W Z "' W _ r. �- CV co � �' CU ® CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2364.00' 283.85' 6'52'47" 142.10' C2 2345.00' 284.53' 06'57'07" '42.44' C3 2331.00' 400.00' 9'49'55" 200.49' C4 2331.00' 331.56' 8'08'59" 166.06' C5 2331.00' 369.51' 9'04'57" 185.14' C6 1 2331.00' 103.07' 2'32'00" 51.54' C7 1 2364.00' 240.60' 5'49'53" '.20.40' CONSTRUCT 15.7± L.F. 18" 18" INV= CL -3 RCP w/RGJ 346.56 18 INV N 18" INV S= STORM DRAIN ® 0.64% 347.15 347.21 18" INV W- 346.41 CONSTRUCT 52.9± L.F. 18" 18" INV E= 18" INV W= 18" INV E= CL -3 RCP w/RGJ 346.58 346.58 STORM DRAIN ® 0.11% 18" INV N -E -W= 344.21 _CONSTRUCT 43.7± L.F. 18" 346.2-8 C 3 RCP 8" SWR INV= 338.51 8" SWR JNV= !) L- w/RGJ 1 STORM DRAIN ® 0.23% 337.02 STORM DRAIN SECTION N.T.S. w L ODE SE N DR/ �Z Z ! SH1EEfT 8 �o � rn U W 15' oLL paUO w0cn z��w wom< w m w w w W¢ P 0 aaz�~I-�zoz wx¢z�"z�u :r0 mmxwzw>Fc"¢ Wp��OZ�wuj2 vo ww=�az-w§Q W S O w= w w U Q U' ~FF0mwu- � 27 cnoo�oLu - W oza-OFrza- -o z O'� U m z oZ w ¢ O LL OV Q m U zzaw.wzc;c wW�>pUzc�i�� �wzwwww <no Q = O Z u)g O O W t- o¢�¢Wozo¢ zwzpwQw¢1-0o C6 0- V dU)~'Qow Z0 Z O W W W O W O Z¢ O UO o U x U w Z w¢ O LL I-zw w¢ W W U W Wp O W LL W w, _ v w0z o 0 Owx'Z¢ = �2 - : U oNwz�z¢ o 9,T6cnwx¢cYW �wOO.Ww=WOE >}w�-cnpcn- ¢wo0z_jjZp>ao =iS2w=09wzD I-F-aal-U0w<2 U _ z M rn Lu a W z L� W � cr? > -0 CD m X O `- a LL U) Z Q m c� cz Z N O of 0 �N W Z "' W _ r. �- CV co � �' CU ® \ cr \ \ U cD`- z CO ccs -- - rn� ____� / p�Q U O W v� e / k `, it => KtV151UN5 AF'F'KU1✓tU: t +°°In 18" INV SE= -.4- 00 Z ---- l o� � Z c!� \ c� \ \ 1-F- ! / Nw W t0 J O + O 0N-- l I d c3` \ �(n.- _ A� / / + �� 3 346.40 , RECORD .� DRAWING coN LO �N � � � � x z \ \\ avo = 1' Q- /� ao(n cn F'LAASE 1 oslLy rn� 3 Lij +0) 3 ' I I e �+ rw \ \ \ II FWASF ¢ 2 °'� z FRED W. PORTER DATE nN W M"' I� Q ® o \\ \ �� � Q CONSTRUCT 38.4± L.F. 18" °'N N i a' CONSTRUCT 15.7± L.F. 18" 1�Z -1N 00 ,SCD W RCE 33448 24" INV W= 8 r) U) ® + z � r` -i , \ I - CL -3 RCP w/RGJ 345.81 ✓ /'� .15'-30 0) (n o CL -3 RCP w/RGJ0 o0 W rn+ STORM DRAIN ®0.23% 1, 1g' 1 STORM DRAIN ®0.19% +' \ E P CDN o +10 Cil/ LO �vR PRPP _ � w �1 `;,,c�� 1 ./ � /C 1 STORM DR IN SECTION �' ' S I� (n uj- \c V p cao� z `r'(n Lnn �' �, N.T.S. � .. 'W PORTERt RCE 33448 EXP. DATE OPEN p F SE Q MARIAN P. SHAW DATE --r1- ��� SE RAVE 18" INV N= Z csq I o� RCE 32178 �Y~V1' 2 E SHEET 347.00 _ " _ +`n of �� , 8 18" INV S= 18 INV E W= LO P A S ES 1 4 � 346.97 342.57 � Qr�o HORIZONTALWINDERMERE STREET/ Am PARK DRIVE: 1"=50' + + VERTICAL: 1"=5' N STORM DRAIN SECTIJON Q CO tN T_ INSTALL 400.0' INSTALL 103.1' INSTALL 369. ' 1 INSTALL 331. 1 INSTALL 7�@(YO.497. 1 INSTALL 284.5' C ' , t T_ 8" PVC SEWER ® 0.35% 6" PVC SEWER ® 1.00% 8" PVC SEWER 9 0.49% 8" PVC SEWER ' 49X 8" PVC SEWER 12" PVC SEWER ® 0.15% G W Imo[» I� I�� I� Iw I� I� LO ISO I� IAC» I I� IIE- �X J J� J w� JJ O J J� J �� .W.1 J� J J -�� W �� W W J� X J W LL H H H K F- h F- H J F- - f J O J o(n O c) u) O pin 0- O oN O r`N O bN O i7(n O O O f- m F - OZ = OZ = OZ =Oz Z OZ = NZ = Oz = OZ OZ = Oz O OZ O OZ = OZ: c0z 0= O y0 z rn0 z 40 z00 Q �0 Z cv0 z ai0 z �0 z �O Z �0 Z 00 Z O Z �O:Z piz -� �U Q .-U Q U Qe-U .-U Q e0U Q U Q �U Q U Q �U Q O)U Q 8) Q cDU NU Q � �t00 ON X nN 00 OO 00(0 x ^N O. � 0 .--- �-' CA In � N �/ 't N 'wi N °� c^o 06 o elii n N N CON N rn 3 cp cv �i oo ? 6 oo c0 r- W d r-. 0_ 0 Z �t N` Lr) c0 t0 N Cn Cn Opt\ Q W N+ O+ W 00+ 0+ Lit 0+ n+ N+ W { Cn+ W O+ Ib W W 0+ �t d (n (n (n + + N + + N + +t0 +d +M +M N +r7 +tn +O co c0 +� +N' r) r7r� +d D +� toto t�� �� Lo� tM� 00 0000 000 00 0)Cr)r j� 0i6� a- �O (n dcb 0) 5 n �� �U �Q �N �� N N C �� % N O� w Z L Ii �y % (� C/) 355. �.Z . . . . , . �4"�f �y . . . / . . ,,. AP�'ROXlM.4TE DES/GN .GRA. D.E. A. BD. I/E. . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��, . . . . ��5�'. . . . . . . . . T � ����'� ���� . . 355 0 �!� �, �• `z �� '� SE1N�R AND STORM DRAIN ^� :3s 'S�� : - { �� e. c Q- l�iri a ct Xll��� _�._y,------- -------------.----.----.--- - ------ -- ----- -- --- -------------- ............ - -------- _----- . ^� . . . . . . . . . . . Q Q 350......... ...................... ................ .......... ........:.-...... ........... ....................................................... ......... .....:................. :...:. :...:.. :.. :...:350 24" INV W= �p . ' 3.45.x} o ...................ROF`*� Co �. ................. .. ..... .... ... ..... (n " INV E_ 18" INV.S= 18" INV .N= i 7� v' 18" INV S= 347.56 347.15 346.97 344.80. 1$" INV ' W= 00 345 :............................................ .. ......... ............... 18'INVN-E-W- ... ........ .......345 3461 ' 18" INV N -SW= c� 39� 34E.48 -q3 18" INV S -E=N- 3.46.3&4-2- 18" .46.38.42 18" INV E_ j ........... ...... .... ....34413?. ............................... .. 346.31 0 18" INV E -W= 8" INV' E -W= 18" INV N -E -W= 18" INV E -1N= 1 (n 342.30 342.87 . 342.6)69) 342.80 q 2 340' .................................... :�..:...:..¢ :...:...:...:...: :. .................340 Lj INSTALL "DROP CONNIECTION"' �., : PER C.O.B. STD. DWG. SW -4 0 ....... .uj .N. ... ...j ................. N 1!1 J tiL. 8" INV E_ Q � ski 337:25 n_ 335......... ...:...:......................... . . ........................... ............ . ..R... ................................................. ...��..... ..... 335 �'+ . �� 8" .INV S -W= z 1 6 S� a� 334.8.8 F,c� 12" INV N= a 98 \�J . G 334:69 ? 4- 0 :..._... :.. .�. .. .. ... ....... o LLI mg 0 N L 0-1 W o o �'. j a 0 W F_ O IL Ul w w x J ~ Q Z m ,f li 0 C=o m w W tLd wo w N O U- w a o w a \ cr \ \ U cD`- z CO ccs -- - rn� ____� / p�Q U O W v� e / k `, it => KtV151UN5 AF'F'KU1✓tU: t +°°In 18" INV SE= -.4- 00 Z ---- l o� � Z c!� \ c� \ \ 1-F- ! / Nw W t0 J O + O 0N-- l I d c3` \ �(n.- _ A� / / + �� 3 346.40 , RECORD .� DRAWING coN LO �N � � � � x z \ \\ avo = 1' Q- /� ao(n cn F'LAASE 1 oslLy rn� 3 Lij +0) 3 ' I I e �+ rw \ \ \ II FWASF ¢ 2 °'� z FRED W. PORTER DATE nN W M"' I� Q ® o \\ \ �� � Q CONSTRUCT 38.4± L.F. 18" °'N N i a' CONSTRUCT 15.7± L.F. 18" 1�Z -1N 00 ,SCD W RCE 33448 24" INV W= 8 r) U) ® + z � r` -i , \ I - CL -3 RCP w/RGJ 345.81 ✓ /'� .15'-30 0) (n o CL -3 RCP w/RGJ0 o0 W rn+ STORM DRAIN ®0.23% 1, 1g' 1 STORM DRAIN ®0.19% +' \ E P CDN o +10 Cil/ LO �vR PRPP _ � w �1 `;,,c�� 1 ./ � /C 1 STORM DR IN SECTION �' ' S I� (n uj- \c V p cao� z `r'(n Lnn �' �, N.T.S. � .. 'W PORTERt RCE 33448 EXP. DATE OPEN p F SE Q MARIAN P. SHAW DATE --r1- ��� SE RAVE 18" INV N= Z csq I o� RCE 32178 �Y~V1' 2 E SHEET 347.00 _ " _ +`n of �� , 8 18" INV S= 18 INV E W= LO P A S ES 1 4 � 346.97 342.57 � Qr�o HORIZONTALWINDERMERE STREET/ Am PARK DRIVE: 1"=50' + + VERTICAL: 1"=5' N STORM DRAIN SECTIJON Q CO tN T_ INSTALL 400.0' INSTALL 103.1' INSTALL 369. ' 1 INSTALL 331. 1 INSTALL 7�@(YO.497. 1 INSTALL 284.5' C ' , t T_ 8" PVC SEWER ® 0.35% 6" PVC SEWER ® 1.00% 8" PVC SEWER 9 0.49% 8" PVC SEWER ' 49X 8" PVC SEWER 12" PVC SEWER ® 0.15% G W Imo[» I� I�� I� Iw I� I� LO ISO I� IAC» I I� IIE- �X J J� J w� JJ O J J� J �� .W.1 J� J J -�� W �� W W J� X J W LL H H H K F- h F- H J F- - f J O J o(n O c) u) O pin 0- O oN O r`N O bN O i7(n O O O f- m F - OZ = OZ = OZ =Oz Z OZ = NZ = Oz = OZ OZ = Oz O OZ O OZ = OZ: c0z 0= O y0 z rn0 z 40 z00 Q �0 Z cv0 z ai0 z �0 z �O Z �0 Z 00 Z O Z �O:Z piz -� �U Q .-U Q U Qe-U .-U Q e0U Q U Q �U Q U Q �U Q O)U Q 8) Q cDU NU Q � �t00 ON X nN 00 OO 00(0 x ^N O. � 0 .--- �-' CA In � N �/ 't N 'wi N °� c^o 06 o elii n N N CON N rn 3 cp cv �i oo ? 6 oo c0 r- W d r-. 0_ 0 Z �t N` Lr) c0 t0 N Cn Cn Opt\ Q W N+ O+ W 00+ 0+ Lit 0+ n+ N+ W { Cn+ W O+ Ib W W 0+ �t d (n (n (n + + N + + N + +t0 +d +M +M N +r7 +tn +O co c0 +� +N' r) r7r� +d D +� toto t�� �� Lo� tM� 00 0000 000 00 0)Cr)r j� 0i6� a- �O (n dcb 0) 5 n �� �U �Q �N �� N N C �� % N O� w Z L Ii �y % (� C/) 355. �.Z . . . . , . �4"�f �y . . . / . . ,,. AP�'ROXlM.4TE DES/GN .GRA. D.E. A. BD. I/E. . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��, . . . . ��5�'. . . . . . . . . T � ����'� ���� . . 355 0 �!� �, �• `z �� '� SE1N�R AND STORM DRAIN ^� :3s 'S�� : - { �� e. c Q- l�iri a ct Xll��� _�._y,------- -------------.----.----.--- - ------ -- ----- -- --- -------------- ............ - -------- _----- . ^� . . . . . . . . . . . Q Q 350......... ...................... ................ .......... ........:.-...... ........... ....................................................... ......... .....:................. :...:. :...:.. :.. :...:350 24" INV W= �p . ' 3.45.x} o ...................ROF`*� Co �. ................. .. ..... .... ... ..... (n " INV E_ 18" INV.S= 18" INV .N= i 7� v' 18" INV S= 347.56 347.15 346.97 344.80. 1$" INV ' W= 00 345 :............................................ .. ......... ............... 18'INVN-E-W- ... ........ .......345 3461 ' 18" INV N -SW= c� 39� 34E.48 -q3 18" INV S -E=N- 3.46.3&4-2- 18" .46.38.42 18" INV E_ j ........... ...... .... ....34413?. ............................... .. 346.31 0 18" INV E -W= 8" INV' E -W= 18" INV N -E -W= 18" INV E -1N= 1 (n 342.30 342.87 . 342.6)69) 342.80 q 2 340' .................................... :�..:...:..¢ :...:...:...:...: :. .................340 Lj INSTALL "DROP CONNIECTION"' �., : PER C.O.B. STD. DWG. SW -4 0 ....... .uj .N. ... ...j ................. N 1!1 J tiL. 8" INV E_ Q � ski 337:25 n_ 335......... ...:...:......................... . . ........................... ............ . ..R... ................................................. ...��..... ..... 335 �'+ . �� 8" .INV S -W= z 1 6 S� a� 334.8.8 F,c� 12" INV N= a 98 \�J . G 334:69 ? 4- 0 :..._... :.. .�. .. .. ... ....... o 330........:...:................................................................ ..........................................................................................................;...... ... ...................i:...:...: :...:330 DATE 12!11/2014 PA JOB No. 13-2750H . . . . . . . . • . . . • . . . . . INSTALL- 77.4'-18" . . . . • . . . . INSTALL 1.28.2' 18"- . . . . . . . . . . . . . . . . E SHEET INSTALL 240.6' 18" - CL -3 RCP w RGJ STORM DRAIN 0 0.11% INSTALL 152.3' 18" > INSTALL 283.9' 18" i � CL -3 RCP w/RGJ / INSTALL 94.1' 18" � � � � � - � - -_ - - INSTALL 59.4' 18" � o CL -3 RCP RGJ CL -3 RCP w/RGJ STORM DRAIN 00.11% STORM DRAIN 0 0.11% (NOTE: NOT TO SCALE DUE' TO DIFFERENT STATIONING) C -3 RCP w RGJ CL -3' RCP w/RGJ STORM DRAIN* 0 0.11% CL -3 RCP w/RGJ' Q 325 STORM DRAIN @.0.11% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STORM. DRAIN. 0 0.12% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TORM DRAIN 0 0.12%. . . . . . . . 325 E i 156+00 155+00 154+00 153+00 152+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 110 SEWER -STORM DRAIN PROFILE SEWER -STORM DRAIN PROFILE r �� _ ��� % OF 15 SHEETS mg 0 N L 0-1 W o o �'. j 0o� ~ Q Z m ,f li C=o Z tLd wo N O �J �7 W cn F -- ^ cn U) z W O (n � �-- m or�V R 330........:...:................................................................ ..........................................................................................................;...... ... ...................i:...:...: :...:330 DATE 12!11/2014 PA JOB No. 13-2750H . . . . . . . . • . . . • . . . . . INSTALL- 77.4'-18" . . . . • . . . . INSTALL 1.28.2' 18"- . . . . . . . . . . . . . . . . E SHEET INSTALL 240.6' 18" - CL -3 RCP w RGJ STORM DRAIN 0 0.11% INSTALL 152.3' 18" > INSTALL 283.9' 18" i � CL -3 RCP w/RGJ / INSTALL 94.1' 18" � � � � � - � - -_ - - INSTALL 59.4' 18" � o CL -3 RCP RGJ CL -3 RCP w/RGJ STORM DRAIN 00.11% STORM DRAIN 0 0.11% (NOTE: NOT TO SCALE DUE' TO DIFFERENT STATIONING) C -3 RCP w RGJ CL -3' RCP w/RGJ STORM DRAIN* 0 0.11% CL -3 RCP w/RGJ' Q 325 STORM DRAIN @.0.11% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STORM. DRAIN. 0 0.12% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TORM DRAIN 0 0.12%. . . . . . . . 325 E i 156+00 155+00 154+00 153+00 152+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 110 SEWER -STORM DRAIN PROFILE SEWER -STORM DRAIN PROFILE r �� _ ��� % OF 15 SHEETS CONSTRUCTION NOTES N tf) t SD INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION Lil INSTALL SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. rll INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. DO INSTALL STORM DRAIN MANHOLE p j II jj Lu Lu jj ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. U_ L D m INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER U INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. - - RIGHT-OF-WAY w cai v IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER w w v LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. N t[) i N tf) t 1 d tM F 3 Lil W,, rll N W W;_ Lo Lo 0 rp = w p j II jj Lu Lu jj II o U_ L D m 19' 14' N U- 0p U- 4k r4h -J U 2I--0� _j 0o 0 � to o w O w cai v t; o w w v zo Z _ _ zo Zo CONSTRUCT 15.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.64% -- EX S EXISTING SEWER 18" INV S= I 18" INV N= --EX SD EXISTING STORM DRAIN 346.12"J 346.12 18 EXISTING EDGE OF PAVEMENT CONSTRU CL - 3 RCPLw/RGJ STORM DRAIN 0 0.11% 18" INV E -W= REVISIONS APPROVED BY: vhRTER, R O E .. No. 33448 Fe ARE M4CT 7 Y SEPAPA TE 245 PLANS) P ARK SQU ARE DRIVE SEE SHEET 7 111 iJ_.II 111 ftA 8" SWR INV= 341.81 344.45 STORM RAIN SECTION � N.T.S. CONSTRUCT 32.6± L.F. 18" CL -3 RCP w/RGJ " INV= STORM DRAIN 0 0.34% 346.13 18" INV S= 18" INN S= / 346.14 \18" INV N -W= 8" SWR INV= 1 346.07 343.36 LCONSTRUCT 59.3± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.12% STORM DRAIN SECTION N.T.S. V) INSTALL 84.2' 8" PVC SEWER ® 0.26% CONSTRUCT 92.1± L.F. 30" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV E= 345.93 10 INV N=--' 342.14 X30" INV S= 341.14 MOM Lei 0u "Hol►1 30" INV= CURVE TABLE CURVE RADIUS LENGTH DELTA -ANGENT Cl 2364.00' 283.85' 6'52'47" 142.10' C2 2331.00' 400.00' 9'49'55" 200.49' BOTTOM=340.6 'CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-11 n+ J N.T.S. 0?'\N� PLUG END v w_ LL w LLO � O d U o Lu z 8 T w m Z LL W �m=Z W w¢F-0 owC�t-OF=..�LLzaz ct w= w z z w z 0 v,o m -F- W_ V) S 2 Z m W"mw. cmi�U�LL ( " x mw -YE!'= Q S z z O O w� Q a p O w x Lu Luz w ozar--¢��rFo Q&oa°}°0 z z nW w z m z 0 0- z 3: d" p 9 o m w c w W>->02wTwR owz¢wmwWF-wo Q�Q��oZW000m IJ.f LL-Z-� (nH O O Q �-w W Z Q pzo'< QJ0Z> zO w p w¢ H O O SUEs0(r Z p w W w 0� 0 z Q �aza�w>0<� p = U OO U= U wt Q U¢ O W LLF-Zm2iFZ >IncAp z - W W U wo p WON � W o> oL.- z�0wooa-�f- cp7aiLuM_-DZ 00 W_ Z ¢_ Q � Z p U Cn W tY Q> J o U) a w_jUiLu �m wwV3wz¢cn>-U) r=- H 0 a H Uo 0 it Q 2 O M O Lo cf)c6 LLI z o W � M > U C- cD cn a)- X U) ) (D I L �i(f ) Z <mN LU coW Lu a) o Z i L LijU-iNco P C-4 co O O O 0 `V i i W o F 3 Lil W,, N W W;_ Lu w w Lu Lu U m Lu > w d �W O a Li + m - _. - - - - N A �C 2 _ \�. , V Z co \ �.�p Z _ �► FUTURE TRACT 72 �- 88 M+ < Z T 72 Q C) 3 1 ��AC �� (BY SEPARATE P 8$ f�-IA S ¢' �. N S +� LAMS) ��, FU�REPARp,TE PLANS Q H 00 0 c� !II� U o '� Y S `°"' LL SOU u crZ � m z r"F 110 O ui CL Mo zGo x w ou 0 0 0 �Ld o zo z M 9 c� HORIZONTAL: 1"=50' a 0 " +�vo �o U z VERTICAL: 1"=5' ii �W O�O+O No Q � N uj CD 0 2 cci + C) z oo� Z x N� � t' I Ir iii o�°M +�� ��_� x� P H SES 1 2 - 0 v, -cc N rN 3 ccN N c�+OO p NMS j O NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION U � \ .-tn Vi U LO M tD c_o M EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSIT w 1 coo - \ SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING S'UB. iF TEMPORARY SUMP A V) U- 3 CAMPUS PARK DRIVE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. C � � OQ SEE DETAIL SHEET 2 Q + INSTALL 400.0' INSTALL 220.1' INSTALL 88.6' INSTALL 86.0' INSTALL 228.1' INSTALL 369.6' INSTALL 142.1' o O 0. 8" PVC SEWER ® 0.35% 8" PVC SEWER 0 0.35% 8" PVC SEWER ® 0.36% 8" PVC SEWER ® 0.26% 8" PVC SEWER 0 0.25% 8" PVC SEWER ®0.25% 8" PVC SEWER ®0.25%vp rn rVlJ1 ICU Ii.0 I�-rU Iw 11 11 11 r- I� N 1�� 0 Z Ii�C) O �k t- O F -O �k 1- O 1- O F- O �k H O F- O ot�n O �� L �� w �� w �� IW,I J� W �� ww J� w �� wa w w 0 ptn0 wo OtnJ �NJ 0tn0 -to �N-i +m0 O�JO ov) 0in0 N O n OZ = OZ OZ = OZ O tpZ O OZ 2 o0Z O OZ O QMU O OZ OZ 2 OZ 1••. 0i0¢ HOZ .HOZ pOZ I,j0Z co L) Z HOZ OtrCJt,I pOZ �jOZ HOZ rn U i Q ` U Q ` U Q NU Q cpU Q LoU Q Q O U O Q .�U Q ��) Q 3 M m r- n M re) M 0_ M _0 (m) 2 C/, NN Nto �d (on NO N0) � coo- M0) ^ w Oto w �^ no;6 �tMGN 000iw parryO CVG�p 1��tri OI�w � Nto n. ONp� n0 06 J 360 .......................................o N................. ..N N.....� + ....................++..� ................. 360 < o Q + + to + N + I'i + LL + LiJ (n cy)�+ +�+ +O +O N f + N +N +N N co -co.+ M \ }rfi N aO� N 00 N Of a 7 in . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. N . . . . . . . . . . . . cn. . . . . V) r- N . . .- N . . N . . . . . . . V� . . . . . . . . l� . . . . . . . . . . . . . . . . . . . . . . . . vi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . z W Q S � 355 .......... ..:...:...:...:...:...:...:...: :...:...:...:...: ............. :. :...:... :...:...:...:...:. T . :. AP IE DES/ON GRADE- ABOVE ...:...:...:...:...:... may\ .:...:...:........ � ..: ---.:. _- _--- -:: ' ..:355 SEWED? AND STOfirM DRAIN 63�_ �---------------.------------ --- -y- c) ui --.----.-. us ----------=----------_-----------.--------------------- ______-___ ............8 ................. ___- ---- _._____------y---____�_----- ...................... . --------------- .� �.--- - ---- -- - -- ------------------------ . 350: ....................................... ..: ....................... ..... ............. ... ......... .......... ......................................................................... ...... ...........:......... ....................:350 -- N w or 18" 19V N -S= j . . . . . . . . . . . . . . . . . . . . . . . . 346.•07 . . .. . . . . . �� . . . .Z r� l a . . . . . . . . . . . . . . . . . . . . 3 > N o . `'/�� ° • �.18" I3NV E_ � SEE 345 .............. . . . . . . . . . . . . . . . . . .8" NV E -W= . . . . . . . . . 5.9 346:07 . . . . . . . . . . Q345345.00" woNOE A" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .f . . . . . . . . . 18 INV. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - -='_ . . . . . . . . 342.1480�-' N : 18'" INV E -W= t8" INV W= 24" INV E_ 24" INV W- sA�ti \��� : 341.98 341.64 30 INV S- �G� !� / 340 :................................ = 341.8, . . II . 34.1.81. . 24"' INV E -W-_ . . 341.14. . . . . . . . • A . . . . . . . . . . . . . . . . . . . .0 • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �J �� .5. . . . . . . . J i� . . . . . . . . . . . . . . . . . .340 d'JN 341.Z3V N 341.73: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DK 4 RJ. p p fl N 335................................................................: .. .........: ........... ...............................................................................................:....................................................335 DATE 12_/11/2014 Z / PA JOB No. 13-2750H SHEET .................... ...........------••.--...--.. ......... ....... .---- ...... ........ E INSTALL- 283.9 18" INSTALL 153.8 18" INSTALL 70.6' 24"' INSTALL 77.7' 24" INSTALL- 135.0' 16" o CL -3 RCP' .- nw/RGJ STORM DRAIN 0 0.11% CL -3 RCP w/RGJ STORM' DRAIN 00.11% CwRGJ -3 RCP w RGJ CL -3 RCP' w/RGJ STORM DRAIN ® 0.13%L-3 RQL 330....�.. ............................................................ ..STORM.DRAJN.0.Q11%..S70RMDRAIN ®.0.12%. L .......................................................................................... ............................330 E 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 0 SEWER -STORM DRAIN PROFILE OF 15 SHE=ETS r W F 3 N W J w d �W O � G y w 335................................................................: .. .........: ........... ...............................................................................................:....................................................335 DATE 12_/11/2014 Z / PA JOB No. 13-2750H SHEET .................... ...........------••.--...--.. ......... ....... .---- ...... ........ E INSTALL- 283.9 18" INSTALL 153.8 18" INSTALL 70.6' 24"' INSTALL 77.7' 24" INSTALL- 135.0' 16" o CL -3 RCP' .- nw/RGJ STORM DRAIN 0 0.11% CL -3 RCP w/RGJ STORM' DRAIN 00.11% CwRGJ -3 RCP w RGJ CL -3 RCP' w/RGJ STORM DRAIN ® 0.13%L-3 RQL 330....�.. ............................................................ ..STORM.DRAJN.0.Q11%..S70RMDRAIN ®.0.12%. L .......................................................................................... ............................330 E 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 0 SEWER -STORM DRAIN PROFILE OF 15 SHE=ETS CONSTRUCTION NOTE OO INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION M INSTALL SEWER 340.84 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED MAIN SECTION O INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. It OD INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. FQ INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER INSTALL TYPE "A" CATCH—BASIN FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. — — RIGHT—OF—WAY Lq V IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER � .= a Cn w 7 LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. EXISTING SEWER LO Lu --- EXISTING STORM DRAIN LO - EXISTING EDGE OF PAVEMENT N m O Lj 18" INV N -W= 345.48 18" CONSTRUCT 10.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% j 18" INV S -E= 18"INV W= 348.50 J \18" INV S U2 345.42 345.. 42 18" INV N -W= 1 CONSTRUCT 48.7± L.F. 18" LCONSTRUCT 51.5± L.F. 1 345.40 P R J CL -3 RCP w/RGJ STORM DRAIN ® 0.12% A STORM DRAIN SECTION N.T.S. PHASES I R 5 WINDERMERE STREET INSTALL 393.0' 8" PVC SEWER 0 0.25% I� 0c)z rn0 _U C-4 N COLO 360 ........+LO 00 00 .U) 355 350 :....... 345 :...:... 340 ........el 335 ....................:... " SWR INV= CL -3 RC w/ G STORM DRAIN ® 0.16% 340.50 STORM DRAIN SECTION n, N.T.S. INSTALL 233.11" 8" PVC SEWER 0 0.25% 330 :...:........ .......•............................................... .... ............. 78+00 79+00 80+00 81+00 82+00 83+00 SEWER --STORM DRAIN PROFILE CONSTRUCT 30.5± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% 18" IN 345.5118" INV N -W= 345.48 STORM DRAIN SECTION N.T.S. CAMPUS PARK DRIVE SEE SHEET 4 INSTALL 124.7' 8" PVC SEWER ® 0.25% J 0 S z Q M W N REVISIONS APPROVED: � � 7 FRED W. PORTER DATE RCE 33448 MARIAN P. SHAW DATE RCE 32178 OMMITED STORM DRAIN SECTION N.T.S. M V) INSTALL "DROP CONNECTION" INSTALL 39.2' PER C.O.B. STD. DWG. SW -4 8" PVC SEWER PLUG END ®0.35% \ z3 INV= 1 PLUG END 34§-66 343.50 1 7 342.73 6" PVC SEWER 8" INV E= 8" INV= \01.00% 8" INV N -S= 339 86 339.98 1 EAZE i HORIZONTAL: 1"=50' VERTICAL: 1"=5' ....355 .....350 ......340 :.......:335 Vl-J 1\V{ A 1\VV . . . . . . . . . . . . . . . . .STORM. DRAIN ® 0.12% 7 . . . . . . . . 330 84+00 85+00 86+00 Ol 339.76 SEWER MAIN SECTION , N.T.S. INSTALL 39.6' CL 8" PVC SEWER ® 0.35% O M X O M 8" INV E= 340.98 340.74 340.84 O M MAIN SECTION O M Lq M It U M O o Waw M 000 3 W QZm Lq V PO to � .= a Cn w 7 : LO Lu W ILS LO LO LO toM M :rM Ll a �_k M N M M M a \� N JJ JJ wLLJ 0 L Tit 11 ww ww 4k V) 19' 19' LU_ w m Of a_ m co ix IL �a ,� U Ow w �j m ci ow p z0 c� zo �I �' z 18" INV N -W= 345.48 18" CONSTRUCT 10.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% j 18" INV S -E= 18"INV W= 348.50 J \18" INV S U2 345.42 345.. 42 18" INV N -W= 1 CONSTRUCT 48.7± L.F. 18" LCONSTRUCT 51.5± L.F. 1 345.40 P R J CL -3 RCP w/RGJ STORM DRAIN ® 0.12% A STORM DRAIN SECTION N.T.S. PHASES I R 5 WINDERMERE STREET INSTALL 393.0' 8" PVC SEWER 0 0.25% I� 0c)z rn0 _U C-4 N COLO 360 ........+LO 00 00 .U) 355 350 :....... 345 :...:... 340 ........el 335 ....................:... " SWR INV= CL -3 RC w/ G STORM DRAIN ® 0.16% 340.50 STORM DRAIN SECTION n, N.T.S. INSTALL 233.11" 8" PVC SEWER 0 0.25% 330 :...:........ .......•............................................... .... ............. 78+00 79+00 80+00 81+00 82+00 83+00 SEWER --STORM DRAIN PROFILE CONSTRUCT 30.5± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% 18" IN 345.5118" INV N -W= 345.48 STORM DRAIN SECTION N.T.S. CAMPUS PARK DRIVE SEE SHEET 4 INSTALL 124.7' 8" PVC SEWER ® 0.25% J 0 S z Q M W N REVISIONS APPROVED: � � 7 FRED W. PORTER DATE RCE 33448 MARIAN P. SHAW DATE RCE 32178 OMMITED STORM DRAIN SECTION N.T.S. M V) INSTALL "DROP CONNECTION" INSTALL 39.2' PER C.O.B. STD. DWG. SW -4 8" PVC SEWER PLUG END ®0.35% \ z3 INV= 1 PLUG END 34§-66 343.50 1 7 342.73 6" PVC SEWER 8" INV E= 8" INV= \01.00% 8" INV N -S= 339 86 339.98 1 EAZE i HORIZONTAL: 1"=50' VERTICAL: 1"=5' ....355 .....350 ......340 :.......:335 Vl-J 1\V{ A 1\VV . . . . . . . . . . . . . . . . .STORM. DRAIN ® 0.12% 7 . . . . . . . . 330 84+00 85+00 86+00 Ol 339.76 SEWER MAIN SECTION , N.T.S. REVISIONS APPROVED BY:-, r { PADILLA, R.C.E. N U LL pa UO w0cn Cp C-)(LwZowJ , co 0 Lu R'J~UI=-F-u-Z�-- o- 2 z ~ 2 z W w m C �cn=wz0>°°cn< �oOoJ-'"'`- wn i0w=WcMW vL ZHU�cApOu.p: Q p z Z U 0 w Oul za�_¢�r-�Mc a&o�LL�Za°}°i viww cj zc ZU'-00m)ocan0��pc pWzwp�M,1,- -0 o "' Q = 0 z 'UJ' o 0 c ww�z-� ;-rE D 0 4 w z p; FS z n fa z�0a�oQoc O z = O w O a c a.Zd►- W000) <, z<�¢OL �ZZm�aZ� ? U O Z� F wU_j S W�=1aUUz w Z0� Q1Ow60m.4ax; tA=�F=QU> J�F V' U W- p Z Q Q of Z p U_ !n w LL L 3: z 8 m> p J C) c) �W 0�'-'t QItZ� pw<t-0Oww0i»�� 0}cwn0 0ZOfL mw 0 w w U z 0> F wwUOwzuai>-c F_ P o a Ov 0 w Q INSTALL 39.6' CL 8" PVC SEWER ® 0.35% F- PLUG END X 8" INV= 8" INV N= 8" INV E= 340.98 340.74 340.84 SEWER MAIN SECTION z� N.T.S. REVISIONS APPROVED BY:-, r { PADILLA, R.C.E. N U LL pa UO w0cn Cp C-)(LwZowJ , co 0 Lu R'J~UI=-F-u-Z�-- o- 2 z ~ 2 z W w m C �cn=wz0>°°cn< �oOoJ-'"'`- wn i0w=WcMW vL ZHU�cApOu.p: Q p z Z U 0 w Oul za�_¢�r-�Mc a&o�LL�Za°}°i viww cj zc ZU'-00m)ocan0��pc pWzwp�M,1,- -0 o "' Q = 0 z 'UJ' o 0 c ww�z-� ;-rE D 0 4 w z p; FS z n fa z�0a�oQoc O z = O w O a c a.Zd►- W000) <, z<�¢OL �ZZm�aZ� ? U O Z� F wU_j S W�=1aUUz w Z0� Q1Ow60m.4ax; tA=�F=QU> J�F V' U W- p Z Q Q of Z p U_ !n w LL L 3: z 8 m> p J C) c) �W 0�'-'t QItZ� pw<t-0Oww0i»�� 0}cwn0 0ZOfL mw 0 w w U z 0> F wwUOwzuai>-c F_ P o a Ov 0 w Q LATE a- a4 -r7 U _ Z M Ln �a Ln W z �Q O N _Q>i6 (y? U - (D to a) X cn " Z CIO N LU W N Z a) o CD C4 W Z "' W _ �-- N CO 01-0o co 0 04L ui a 0 W CL F- X X Q N L W m OD w,u W rn mo o Waw M 000 3 W QZm 0 V � .= a Cn w 7 : of 0 W Lu W ILS J a. cr D Lu cr Ll a ac w LATE a- a4 -r7 U _ Z M Ln �a Ln W z �Q O N _Q>i6 (y? U - (D to a) X cn " Z CIO N LU W N Z a) o CD C4 W Z "' W _ �-- N CO 01-0o co 0 04L ui a 0 DATE 12/11 i2014 PA JOB No. 13-2750H v SHEET E 0 a E O N 1_� OF 15 SHEETS W CL F- w w X Q N L m w,u W rn mo o Waw DATE 12/11 i2014 PA JOB No. 13-2750H v SHEET E 0 a E O N 1_� OF 15 SHEETS Q N L V) rn mo 000 3 QZm 0 � .= a Cn w 7 : of 0 W Lu W O Q Z ) M a W t-- a a \� DATE 12/11 i2014 PA JOB No. 13-2750H v SHEET E 0 a E O N 1_� OF 15 SHEETS CONSTRUCTION NOTES PIPE LENGTH SIZE SLOPE OS INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION 8" INSTALL SEWERALL N55'20'55"W PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 46.5' 8' INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. 37.8' DD INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. © INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER x INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. c0 nn (BY SEPARATE MM IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER - - RIGHT-OF-WAY LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S - EXISTING SEWER II m II 11Ln � Z Mm Z N Cl mN -EX ,D- EXISTING STORM DRAT - - EXISTING EDGE OF PAVEMENT C-) ;Fk Eno Z = C AMPUS oZ Ua p R I SEE SNE K 1) )l N Er 5 � J NZ / N .�.0 NLO LOU .41 00- coI,. Q cy 2 ' N a � PI.iaS� J� X2364 co _ -7 E NOTE B" Ct :9 0 W 6 6+09.16 W � j 15585,36 N / S REVISIONS APPROVED BY: t FR IITE R.D.E. NO. 33448 l LLA, R.C.E. NO. 67008 17 18" INV N= 18" INV= 347.63 347.65 I CONSTRUCT 38± L.F. 18"_E� CL -3 RCP w/RGJ STORM DRAIN 0 0.26% 18" INV S= 347.68 18" INV N= CONSTRUCT 37.1± L.F. 18" 347.00 18" INV N- C_ -3 RCP w/RGJ 346.90 STORM DRAIN ® 0.13% \18" INV S= 347.00 CONSTRUCT 48± L.F. 18" CL -3 RCP w/RGJ 343.19 LO Tk m 5' 5' n 8" INV= tj. ^ 3 8 8" SWR INV= 42 INV E -W= STORM DRAIN ®0.21% 18" INV E_/ � 344.37 342.91 343.28 \ 36" INV N -S= 343.09 INV S -W= CONSTRUCT 19.7± L.F. 18" 11 CL -3 RCP w/RGJ STORM DRAIN SECTION STORM DRAIN ®0.96% N N.T.S. STORM RAIN SECTION N.T.S. ,�, STORM DRAIN SECTION N.T.S. SEWER MAIN TABLE PIPE LENGTH SIZE SLOPE END INV= I BEARING 1 62.0' 8' 0.35% 344.60 o0000 2 0� 8" 0.35% 345.74 N55'20'55"W 00 46.5' 8' 0.35% 346.92 KiN 4 37.8' r -c 0.35% 347.82 1352'34'14"E Z J � toCV F w w x LO � X NV) c0 nn (BY SEPARATE MM r F 17 N7 ,n Z a II II m II 11Ln � Z Mm Z Zg 0 Cl mN 0 Z m to 5 O r+, � vi `Tu) JU_ w as I as m ww X3.3' zo zo m mo 5' o I - - OaW Z I� Z 18" INV N= 18" INV= 347.63 347.65 I CONSTRUCT 38± L.F. 18"_E� CL -3 RCP w/RGJ STORM DRAIN 0 0.26% 18" INV S= 347.68 18" INV N= CONSTRUCT 37.1± L.F. 18" 347.00 18" INV N- C_ -3 RCP w/RGJ 346.90 STORM DRAIN ® 0.13% \18" INV S= 347.00 CONSTRUCT 48± L.F. 18" CL -3 RCP w/RGJ 343.19 LO Tk m 5' 5' n 8" INV= tj. ^ 3 8 8" SWR INV= 42 INV E -W= STORM DRAIN ®0.21% 18" INV E_/ � 344.37 342.91 343.28 \ 36" INV N -S= 343.09 INV S -W= CONSTRUCT 19.7± L.F. 18" 11 CL -3 RCP w/RGJ STORM DRAIN SECTION STORM DRAIN ®0.96% N N.T.S. STORM RAIN SECTION N.T.S. ,�, STORM DRAIN SECTION N.T.S. �_ � � �� Z II �-• 00 ��3 J _ � J�ix -i W ~� t- Z c) V) O O O ON O O] n- W J � I LL, JO OZ = Z 2 OZ1m pU O Otn -J trriO Z ) Z m0 Z O J W OZ O O U COz ._.0 i O U p t1 i O Z d' -J W n Z Od- ^tCf! Lo COIF `. � `.t) Q O O pjO C'4 r4) C6 ir�rn dd'Z o SHADY VALLEY )* � DoM of Nm HOLLYBROOK LANE co� ±± � CARAMELLA CIRCLE ; ; + PLACE ++1010 Lo °' ° �' m ci (FUTURE STREET) N (FUTURE STREET) 3 SEE SHEET 15 �2` N � - °'+! � ��! !! !!01 FUTURE TRACT 7247 S/W !/ 2r/ 18' 18' ; �' S/W ir"+' 1 ' 118 5' rr (BY SEPARATE PLANS) I,S+, / + -�-�,- r ;,,,�;',;�� S i ,,�;� J l' s FUTURE TRACT 7247 ( r tl Il BY SEPARATE PLANS) ( ((r �,, I i lei. lT % SEE NOTE "B" 1 �) I f'SF ED i �_-- -- �----- -- ---- r in r r -Sl 84,3'04"W -4:m__ - ` Yir 2 CO-- -- -r -- -- - I-- - -- ---T-- -- B 17 ow PO Lu /3p,+'t i //j V� Jo s r--rr 18 s' lr ; uyi _ T X00 Z ' U + f 11 O N II ' i i t ll r 1 + S W - l u I r re I r ---_;. r �� l•, + S ----------------- 0)+N N� �-�� w I,! co Z == Z HELENA yyq CgMpUS PARK O � J Y DR/ ; = M� _ �o �m a FUTURE TRACT 7248 �v W SEE SHEET 13 of W SE RI VE�00 Z Z o o_j C> a E SHEET 5 ,r,�c �N O U w (BY SEPARATE PLANS) U W g o M N Z w 4+ 0. N� IC143wWJ NN v� ..I+i. vt[) O +N N Li �N c� 00+0 �i3�J d O O + . '- �_ +(nIW rn�� N� 00V7IN 000LJi..13 �J\ �J� U- 3 U- 3 NOTE "B": CONTRACTOR SHALL CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. D-9. 2 ( PHASES 2 't�_ 3. PARK SQUARE DRIVE INSTALL 86.0' 8" PVC SEWER 0 0.25% F 0: Lr d 0C Lf r 360 ................E 355 T. ...............fid 350.. ................ ................. 345' ................. 8: 24" INV E-W=j 340 . . . . . . . . .. . . .341_.7. . . . . . 335 INSTALL 77.7' 18"' CL -3 RCP w/RGJ: 330. . . . . . . . . . . ,STORM .DRAIN.@. 0,12 5+00 INSTALL 230.0' 8" PVC SEWER 0 0.25% 6+00 7+00 8+00 f INSTALL 336.8' 8' PVC SEWER O 0.35% J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00 12+00 13-00 SEWER --STORM DRAIN PROFILE INSTALL 342.3' 8" PVC SEWER ® 0.35% II F- I M U I -w �-N wZ o OV ui M IZ� nO t0 60 �� SEWER MAIN TABLE PIPE LENGTH SIZE SLOPE END INV= I BEARING 1 62.0' 8' 0.35% 344.60 N54'50'58"W 2 50.0' 8" 0.35% 345.74 N55'20'55"W 3 46.5' 8' 0.35% 346.92 S72'49'46"E 4 37.8' 8" 0.35% 347.82 1352'34'14"E �_ � � �� Z II �-• 00 ��3 J _ � J�ix -i W ~� t- Z c) V) O O O ON O O] n- W J � I LL, JO OZ = Z 2 OZ1m pU O Otn -J trriO Z ) Z m0 Z O J W OZ O O U COz ._.0 i O U p t1 i O Z d' -J W n Z Od- ^tCf! Lo COIF `. � `.t) Q O O pjO C'4 r4) C6 ir�rn dd'Z o SHADY VALLEY )* � DoM of Nm HOLLYBROOK LANE co� ±± � CARAMELLA CIRCLE ; ; + PLACE ++1010 Lo °' ° �' m ci (FUTURE STREET) N (FUTURE STREET) 3 SEE SHEET 15 �2` N � - °'+! � ��! !! !!01 FUTURE TRACT 7247 S/W !/ 2r/ 18' 18' ; �' S/W ir"+' 1 ' 118 5' rr (BY SEPARATE PLANS) I,S+, / + -�-�,- r ;,,,�;',;�� S i ,,�;� J l' s FUTURE TRACT 7247 ( r tl Il BY SEPARATE PLANS) ( ((r �,, I i lei. lT % SEE NOTE "B" 1 �) I f'SF ED i �_-- -- �----- -- ---- r in r r -Sl 84,3'04"W -4:m__ - ` Yir 2 CO-- -- -r -- -- - I-- - -- ---T-- -- B 17 ow PO Lu /3p,+'t i //j V� Jo s r--rr 18 s' lr ; uyi _ T X00 Z ' U + f 11 O N II ' i i t ll r 1 + S W - l u I r re I r ---_;. r �� l•, + S ----------------- 0)+N N� �-�� w I,! co Z == Z HELENA yyq CgMpUS PARK O � J Y DR/ ; = M� _ �o �m a FUTURE TRACT 7248 �v W SEE SHEET 13 of W SE RI VE�00 Z Z o o_j C> a E SHEET 5 ,r,�c �N O U w (BY SEPARATE PLANS) U W g o M N Z w 4+ 0. N� IC143wWJ NN v� ..I+i. vt[) O +N N Li �N c� 00+0 �i3�J d O O + . '- �_ +(nIW rn�� N� 00V7IN 000LJi..13 �J\ �J� U- 3 U- 3 NOTE "B": CONTRACTOR SHALL CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. D-9. 2 ( PHASES 2 't�_ 3. PARK SQUARE DRIVE INSTALL 86.0' 8" PVC SEWER 0 0.25% F 0: Lr d 0C Lf r 360 ................E 355 T. ...............fid 350.. ................ ................. 345' ................. 8: 24" INV E-W=j 340 . . . . . . . . .. . . .341_.7. . . . . . 335 INSTALL 77.7' 18"' CL -3 RCP w/RGJ: 330. . . . . . . . . . . ,STORM .DRAIN.@. 0,12 5+00 INSTALL 230.0' 8" PVC SEWER 0 0.25% 6+00 7+00 8+00 f INSTALL 336.8' 8' PVC SEWER O 0.35% J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00 12+00 13-00 SEWER --STORM DRAIN PROFILE INSTALL 342.3' 8" PVC SEWER ® 0.35% II F- I M U I -w �-N wZ o OV ui M IZ� nO t0 60 �� NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE_ STUB TO MANHOLE. INSTALL 264.3' 8" PVC SEWER 0 0.35% 14+00 15+00 COvR v gRET v T STREET, l! �8, 30 �� • i / ! 0 IIZ � - X X m rr O O t9 F= LOC)Z O 0+0 + o °° cin vi '� HORIZONTAL: 1"=50' VERTICAL: 1"=5' U � LL LL D-Vp wOcn W D w F m 0 J ZU(aj�W wz< (Wi�mw(��wQ00 fY J I... 0 F u>_ z a Z w=az'zWwzo �(nFwZO0>mm¢ Fm-O-�OZ�(nVj- W tY=�JO=2Zm w=OwQw(n0IQi Qzl-U F 050 LLL 2 Q W O Z Z U 0w3: Ow (l w C z a r 0 R o Q�p�U�Zr� w Oz}w (nWY WU(nUQZ0 zzoaaozo�x c93.gw20�0a wWYW0VC,5 owQwm�w1--z '-=0Z' nilo0LD 5-;0 03 Q ww z¢D �OwOwQI-0H 0 Qz W F Q4W =U-Ua pwwLLWZOa w OzQZgzwNzQ=�uZxzwa91 gz W QU(/QoJ: W. Lu 0 w O Q¢ U U Z O xZQ m z 0a>-8tHT-' C�tn W=�ZQQOD z0=U�wx �zl-x>C�oLL 0wocWw=wom wQOU-Z>(Ai�°�-0Q� 0O}(`n� C:iDzzww Q w 0 w w V 0 j m CL wwUOwz�Cn>-U) ��oaF_oU0wa2 IIS011cD< Jp� w wLi0 OV) -� 00 X I m -Z O W i �O Z... 0 O '42` t o U 0+ co _ *r- . . . 360 W d+p \rN�oo. - r �(n En N <x ....... 355 SEE.NOTE."A":350 . 36" IN N= (345.$2 ...........340 ...........335 ................................................ INSTALL 150.9' 36" INSTALL 88.8' 36" CL -3 RCP w/RGJ STORM DRAIN 0 1.347. C -3 RCP w/RGJ .STORM DRAIN ®0.79% . . 330 16+00 17+00 18+00 J � 441 Q� z Q ZrW^ > L J 00 W 00.00' CD LO LL < + 0 W C)z 1 rn O v / � v � N z�� 3 U U3 QJ 0 a a W z Q z Q J a I 0 M U I o I O 0 N Ei Q_ / Lu 0 I w 0 o_ N U) z Q a 0 o_ N z M py mo ui L r o UJ co < > Q� co -0 =� cl) 4) x ® aa a a zcc cr mLU N LLI N M 06 Z N o U,p- Z-.- M ul _ r- I- N � uiO orf 0 O `V T L� v � I I Lu o 3 I /17 Lu LL \` 0 I 0 �r It �i Z J F w w x LO � X FUTURE TRACT 7248 �,� m o� m (BY SEPARATE PLANS) oa m F Z O Z a .F ca a co° � Z Mm Z Zg 0 Cl mN 0 Z to 4 O r+, � vi `Tu) N r - n w ui vi NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE_ STUB TO MANHOLE. INSTALL 264.3' 8" PVC SEWER 0 0.35% 14+00 15+00 COvR v gRET v T STREET, l! �8, 30 �� • i / ! 0 IIZ � - X X m rr O O t9 F= LOC)Z O 0+0 + o °° cin vi '� HORIZONTAL: 1"=50' VERTICAL: 1"=5' U � LL LL D-Vp wOcn W D w F m 0 J ZU(aj�W wz< (Wi�mw(��wQ00 fY J I... 0 F u>_ z a Z w=az'zWwzo �(nFwZO0>mm¢ Fm-O-�OZ�(nVj- W tY=�JO=2Zm w=OwQw(n0IQi Qzl-U F 050 LLL 2 Q W O Z Z U 0w3: Ow (l w C z a r 0 R o Q�p�U�Zr� w Oz}w (nWY WU(nUQZ0 zzoaaozo�x c93.gw20�0a wWYW0VC,5 owQwm�w1--z '-=0Z' nilo0LD 5-;0 03 Q ww z¢D �OwOwQI-0H 0 Qz W F Q4W =U-Ua pwwLLWZOa w OzQZgzwNzQ=�uZxzwa91 gz W QU(/QoJ: W. Lu 0 w O Q¢ U U Z O xZQ m z 0a>-8tHT-' C�tn W=�ZQQOD z0=U�wx �zl-x>C�oLL 0wocWw=wom wQOU-Z>(Ai�°�-0Q� 0O}(`n� C:iDzzww Q w 0 w w V 0 j m CL wwUOwz�Cn>-U) ��oaF_oU0wa2 IIS011cD< Jp� w wLi0 OV) -� 00 X I m -Z O W i �O Z... 0 O '42` t o U 0+ co _ *r- . . . 360 W d+p \rN�oo. - r �(n En N <x ....... 355 SEE.NOTE."A":350 . 36" IN N= (345.$2 ...........340 ...........335 ................................................ INSTALL 150.9' 36" INSTALL 88.8' 36" CL -3 RCP w/RGJ STORM DRAIN 0 1.347. C -3 RCP w/RGJ .STORM DRAIN ®0.79% . . 330 16+00 17+00 18+00 J � 441 Q� z Q ZrW^ > L J 00 W 00.00' CD LO LL < + 0 W C)z 1 rn O v / � v � N z�� 3 U U3 QJ 0 a a W z Q z Q J a I 0 M U I o I O 0 N Ei Q_ / Lu 0 I w 0 o_ N U) z Q a 0 o_ N z M py mo ui L r o UJ co < > Q� co -0 =� cl) 4) x ® aa a a zcc cr mLU N LLI N M 06 Z N o U,p- Z-.- M ul _ r- I- N � uiO orf 0 O `V T L� ME DATE 12/11/2014 PA JOB No. 13-2750H SHEET > 0 aw a E i 0 LO / OF 15 SHEETS v di Lu o 3 I Lu LL \` 0 w w 0 �i Z J F w w 0] w w C W � w f LL a o a ME DATE 12/11/2014 PA JOB No. 13-2750H SHEET > 0 aw a E i 0 LO / OF 15 SHEETS v Lu 3 1 .J Q co° Zg 0 uJ 4 w ME DATE 12/11/2014 PA JOB No. 13-2750H SHEET > 0 aw a E i 0 LO / OF 15 SHEETS CONSTRUCTION NOTES U o_ I� IIS �Z OO INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION Oc> INSTALL SEWER poC° ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. +o INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. CD c © INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ❑D INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER a INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. - - RIGHT-OF-WAY J IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER m min O 3 45 �•, LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. - EXISTING SEWER oz z _-- EXISTING STORM DRAIN I -- EXISTING EDGE OF PAVEMENT Do a; 10� M K) 360.....+.+ CDN 1355...-:.. 1350:...:.!1 O 1+0 69'51'07"E 2 P�1 A SE �v U U o_ I� IIS �Z co �Z 60 Z t1)O Z Ud 00 Tt a O U a¢zpF z Z o z LoL oo � Lo Jd�� J :�? o . 0 ILn Oc> co FUTURE TRACT 7254 poC° m W+ :m +o + o �o vi 4E vi 50+OC LODEN � ' I II 1 ----- ----- II I II I II I I I I 19' ri 541 48 1 T 37, 37' 4' .5 28' 9 9' 8' 6' 5' WINDERMERE STREET SEE SHEET 4 CONSTRUCT 38.4± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.25%-� PLUG END (FOR LAGOONS)--,_ (G-- 346.41 U o_ Elf J WINDERMERE STREET W J J OZ = OZ LU J 60 Z t1)O Z Ud Oz =o 00 SEE SHEET 3 a¢zpF z Z o z LoL oo � Lo z d J 4. ILn PRIVATE co FUTURE TRACT 7254 5, 48 9' N� N ¢00 LL,0 n� r w 4' 29' 1 8' 8' 2 9, a CD c —`Ik+�II MORGAN PLACE% 1`; (FUTURE STREET�,;�,%/ 1 1 v0 p 20' 10' s�� 8" INV=342 X3-1 I (PLUG END) II J� FUTURE TRACT 7246 J� J riz OavW woz a oaoa=o0-)2 J� J Ot!) m min O 3 45 �•, wwnlZQUzo SEE SHEET 9 O t/7 O oz z 0)z z � � I- I Oz Z C1400 W p 9 jaW�Z_? °o< Do < pmCAVO` �zZLY W --- �0 z< 0)^ Z tO.M- ......................................... I cjO w ^o 0606 Lo oo W + I (D co + Ln V) V) cn �0 Lo o W I l to NI 342:2-31? 342-+;F 50+OC LODEN � ' I II 1 ----- ----- II I II I II I I I I 19' ri 541 48 1 T 37, 37' 4' .5 28' 9 9' 8' 6' 5' WINDERMERE STREET SEE SHEET 4 CONSTRUCT 38.4± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.25%-� PLUG END (FOR LAGOONS)--,_ (G-- 346.41 24" INV 345.81 ritz REVISIONS APPROVED: m FRED W. PORitR DATE RCE 33448 1 MARIAN P. SHAW DATE FA) RCE 32178 IE -N= 346.31 STORM DRAIN SECTION Nll n+ N.T.S. FUTURE TRACT 7254 (BY SEPARATE PLANS) I I I II 1- 00 II O 4k: U o_ Elf J o "I u- w 0 (A W J J OZ = OZ LU J 60 Z t1)O Z Ud Oz =o 00 00 OM a¢zpF z Z o z LoL oo � Lo z d LoL N Lou N o c) ILn PRIVATE co FUTURE TRACT 7254 STREET N� N ¢00 LL,0 n� r w Lo 0 a CD c —`Ik+�II MORGAN PLACE% 1`; (FUTURE STREET�,;�,%/ 1 1 v0 p �I _ _ -- -- J -- -- CV 8" INV=342 X3-1 I (PLUG END) II _ 24" INV 345.81 ritz REVISIONS APPROVED: m FRED W. PORitR DATE RCE 33448 1 MARIAN P. SHAW DATE FA) RCE 32178 IE -N= 346.31 STORM DRAIN SECTION Nll n+ N.T.S. FUTURE TRACT 7254 (BY SEPARATE PLANS) I I I II 1- 00 II O 4k: U o_ Elf J o "I u- w 0 (A W J J OZ = OZ FW`paZ m zc W o W Q 60 Z t1)O Z Ud " zl�►- lumwCAwW¢�o 00 OM a¢zpF z Z o z LoL oo � Lo �c*i�iwcFAOjm�r LoL N Lou N FLLO��bz�cU)C6 ILn W a`2� JCAS�Z a0 2 W !- ¢ Z V7 w) y Ln FUTURE TRACT 7254 I „ „IN I , (BY SEPARATE PLANS) 1 18 ¢00 LL,0 n� r w _r,112'18' S C i�i i I I I i ' W 1 5 W � 0 a CD c � � Lo I = 11 ( M Lo ` 1 1 v0 p �I _ _ -- -- J -- -- CV - -- - .- 1 p' - 1I 5' 17'117 18' 14'111q'14'IIIq'I 5, S/ ; 5-/w i II 1 II I 1 0 INSTALL 40 -�- o, U o_ 69'51'07"E --r � 56+63.00 5 _ o "I u- w 0 (A 58 X59 ~ 60 T FW`paZ m zc W o W Q " PVCs R 0,35% M= " zl�►- lumwCAwW¢�o ........................ a¢zpF z Z o z _� �' b ro �c*i�iwcFAOjm�r INSTALL "DROP CONNECTION" FLLO��bz�cU)C6 ILn W a`2� JCAS�Z a0 2 W !- ¢ Z V7 w) y ............ 06 E ------------o--------- Z w�Wmozzo - oma i\ Ill + ¢00 LL,0 n� r w ao 00 F f O------------ + + p + CD Oza~•¢�F-yFZ-o Q�or3g:o0mW a CAWYW W� mZp 'n I I II cn I cn 2cZ339Woo�oLL pj ��' OI 'n 00 00I V) to m 1 N cn m N ui W �'>ORwziS 'o C T Q p Wo F- w Z 6 u�.. OQpwp ; I I Ij I Ii I I I II II I 2 oo-Qg-fozE W Z .< a+01 �I a)I V)I W o zoacAJ9z> FUTURE TRACT 7246 z O F-Qw mU o w ¢ t O O Ww�3a0a zoa¢ �� ;; i riz OavW woz a oaoa=o0-)2 (BY SEPARATE PLANS) Qw p¢= U W F COLLINGWOOD DRIVE 2 U f Z W ¢ U w Z m� IL Z Z Z =) FUTURE TRACT 7246 F- w aMai>¢Owwcn�o 3 45 �•, wwnlZQUzo SEE SHEET 9 (BY SEPARATE PLANS) Quo=�o0-- Q CU7�0.2 �Uui> J W Z ¢ ¢ Q N Z � � I- ."DROP PER C.O,,B. STD. QO?� �OCA F-- j" w I� N W p 9 jaW�Z_? °o< J� INSTALL "DROP CONNECTION" pmCAVO` �zZLY W O Z .............................. 2 m Lo c 2 0 W >z- J=)) 0 Z F-H00.HU�R'¢ `� ......................................... d 000 0606 Lo 00 V) (D co 8" INV N= V) V) 8"- INV S= 0 INSTALL 40 -�- o, 54+73.00 69'51'07"E --r � 56+63.00 5 _ 58 X59 ~ 60 T 60+63.00 � " PVCs R 0,35% M= ........................ ........-- _� �' b ro 31 I INSTALL "DROP CONNECTION" = `' ILn 24" INV= ............ W W o ------------o--------- i� i\ Ill + l ao 00 F f O------------ + + p + CD co 1 0-------- a -- --- 'n I I II cn I cn pl 001 00 pj ��' OI 'n 00 00I V) to m 1 N cn m N z li 1 _ I II ' ; I I Ij I Ii I I I II II I rl LoI a+01 �I a)I V)I I I It 5 I 1 I 1 II II I FUTURE TRACT 7246 24"- INV. W'= . 345.81 7 Q �� ;; i ................................ . . . : . . . . �' yam' 1 (BY SEPARATE PLANS) /A 5E ( COLLINGWOOD DRIVE w�0 Ld FUTURE TRACT 7246 s5 � 1 II 18 1 4 �� 1� i iw I 1 II 1 3 45 �•, 345.58 SEE SHEET 9 (BY SEPARATE PLANS) " ' BOTANICAL DRIVE Q N Z W O U, N2 m ."DROP PER C.O,,B. STD. SEE SHEET 14 344.8372' > 2 Of--#tc INSTALL "DROP CONNECTION" c HASES a vb�`� (PRIVATE) LODEN DRIVE REVISIONS APPROVED BY - FRED W. PORTER, R.C.E. NO. 33448. DATE I �--� --� � g7 DANIEL PADILLA, R.C.E. NO. 67008 DATE INSTALL 42.3' HORIZONTAL: 1"=50' VERTICAL: 1"=5' Z 8 PVC SEWER ® 0.35% INSTALL 400.0' INSTALL 273.0' INSTALL 380.0' INSTALL 368.0' 8" PVC SEWER 0 0.255r. 8" PVC SEWER 8" PVC SEWER ® 0.35% 8" PVC SEWER ® 0.35% 0.35% ZQ 10) Icr ry 115 1:4Z -11115) 44-t 11��� II�� 11F -O 04 C-4 O II~ �� J� X J: W JO W ~1= 1] I _�I W J I- J F- m J J of W J� W J� W U OV) N 0 Oto O tJ) O O (!) O O V) O to J Gln - c C) U) 00 U m OZ S oz Z �z Z OZ Z OZ 2 OZ = OZ O 0Zi= t� Q 4O Q vU - t�OV d O8 d OQ Q �� z ujo � Z >I z cr 1_ M c o U d d L0 Lo �I� Z t0� C,O girl C) C) OM 00Po 0 O 117co ui0 Md- � r0 to Ln� 7i 0600 W �00 00 UJ 00 060j W . . . . . . . . . . . . . . . . . . . . . . . . . . . . } . . . . . . . . . . +,m p. . . . +b- OF p V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + N 13J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + W + + 3:: ...360 � q:t a �. o In V i ul (QIn Lr)L� N CD CO V) V) to v) N N N �`X K/ . i. // : - APAROX/MA TE DES/GN GRADE ABOVE �y\ . .��,.�: _ /�'/ �� ? .z Testi : ��'4 : ��� SEWER AND STORM GRAIN --------------- s "kZ : : : .............................. ..... �.-------------�_____ ,_�_-- 55 ------------- ;� >k ^�-----------------------=----_ 3 -------------------=----=– �- y� . s- .h --------------------------- ------------------------- – ..................................................................................................... ..... . .i. .... ....................................................................................................--.... ........................................... .......................... 350 I 18" INV N -SW= 346.M42- . . . . . . . . . . . . . . . . . . . . . . 46.3842 U _ z Q cn co m Lo cn tv m W Z L� W 73M >�,� U -_a m t/3 a� X C/) ILL (n Z N LLI �; (o z �a wZ w. M W F— N to Cl 8 O N L i ...................... �o =4Co.n8. ........................ ........-- .....---...........................................- Lu Cl INSTALL "DROP CONNECTION" = `' .... 24" INV= ............ W W o W FF- a cc W W Of LL LL 0 a 00 a PER C.O.B. STD. 'DWG. SW -4 344.60 O ~ z i 345:........ 18" INV Sr - 24"" INV E -W= . . . . : . 24L INV E=W� . :345.58: :345.74: 24"- INV. W'= . 345.81 7 Q 18" INV S -NE -Pi= : 3 45 115346 3t ................................ . . . : . . . . ..............................................: INSTALL CONNECTION" 8" INV N= w�0 Ld IL a 3 45 �•, 345.58 oma Q N Z W O U, N2 m ."DROP PER C.O,,B. STD. .DWG. SW -4 344.8372' > 2 Of--#tc INSTALL "DROP CONNECTION" ..... .............................. .... ..... ..... ......................................... .......................................................... PER C.O.B. STD. DWG.. SW -4. 8" INV N= 8"- INV S= . 342:2-31? 342-+;F 340 ........................................:,e1 ► ..... . .IN,STALL. "DROP _CONNECTION" . ............. .................................... cl�i .340 V1 PER C.Q.B. STD: DWG. 5W-4 �,�✓ : : : : : : : : :.�.��: : ��\\. ................... .. .... rr ........ 8" INV- S -W= ' 8 .................... VEE_. �/i ..---............................. �� ................... .: ����,� - x-19 334.89�a 337.25. �� \ 335:...:...:...:...: ...:...:...:...:......... :...: 12'1334 3 35 7¢............._...........:.��........:.....................................................................:3.........:...:...:...:...:...:...:...:...:...:...:...:. INSTALL 196.6' 24" .INSTALL '81.2' 24" INSTALL 59.4' 18" . _ CL -3 RCP w/RGJ STORM' DRAIN 0 0.08% ' CL -3 RCP w RGJ CL -3 RCP w RGJ 330 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .STORM. DRAIN 0 0.08% . 8TORM DRAIN ® 0.12 . . . . . . .. ........................................................................... ...330 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 SEWER -STORM DRAIN PROFILE S I U _ z Q cn co m Lo cn tv m W Z L� W 73M >�,� U -_a m t/3 a� X C/) ILL (n Z N LLI �; (o z �a wZ w. M W F— N to Cl 8 O N L \NEER 4c b N a po � Q w 3 _> U O� W V ,,qty Of Q�4' S/03d z 0 --j 0it W cp Q (D w ry LLJ lO >CD o W < �+ a z 3 O , LU o_3 II.I.— J Z U) 00 D 0 0�-- C, zC) Li QL_ n L C <I �r W LJJ cl o � CJ c� c' LJ LJ cA 0 c� CJ e- c_ 0 0 CJ i �o w Q 0 V, Lu Cl LL a Lu w = `' m LU W W o W FF- a cc W W Of LL LL 0 a \NEER 4c b N a po � Q w 3 _> U O� W V ,,qty Of Q�4' S/03d z 0 --j 0it W cp Q (D w ry LLJ lO >CD o W < �+ a z 3 O , LU o_3 II.I.— J Z U) 00 D 0 0�-- C, zC) Li QL_ n L C <I �r W LJJ cl o � CJ c� c' LJ LJ cA 0 c� CJ e- c_ 0 0 CJ F_ DATE 12/11/2014 PA JOB No. 13-2750H SHEET c� C) a s= CJ OF 15 SHEETS i �o V) n V, LE, N k v) 00 a of O ~ z i XT¢ � o } w�0 Ld IL a InWo oma Q N Z W O U, N2 m o > 2 Of--#tc L0 4 <cJl F_ DATE 12/11/2014 PA JOB No. 13-2750H SHEET c� C) a s= CJ OF 15 SHEETS CONSTRUCTION NO OO INSTALL SEWER MANHOLE SD STORM DRAIN STATION 0 J © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION tnln J t�Z O U z INSTALL SEWER _ O O n- ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ±B J a U INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. Nr co 6 IL OD INSTALL STORM DRAIN MANHOLE N 360 ���':...:.± [if F C> N}.................... w ++ � ±W) a ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Q INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER 0 0 N N o� INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. Q - - RIGHT-OF-WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER1100. pyo- od 355.. :...:.. �� APPROX/MA TE DrSIGN GRADt ABO V SEWER AND STORM DRAIN . : LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S EXISTING SEWER _,-.----: -- �` --, '�:.:...: 355 --------- ----------r--- REVISIONS APPROVED BY: ---EX SD EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT ... ................................•-•................ .................... .......... .. FRED W. PORTER, R.C.E. NO.33448 D,6TE 0 Q=!^ I..L 0 W^,J ' L VLj / U elf) U � i MN'. N 0)V) J W C/I O Z �__o w m L� 0401 Of C4 N O J ODIN ZO LOpe) n Lq ad � N N ++ A4 11Q J ll CIO W 2 H� o W Z 0 �i�11 03 0 J Iria. 1 16'00'1` M W IPZ (w U + �uj N LOW BOUQUET DRIVE cn to to N (FUTURE STREET) N LODEN DRI 30,1 _+ SEE SHEET 8 0+i 1 6' 14' , FUTURE TRACT 7246, I, 18,10� V) (BY SEPARATE PLANS) ; ; ; �� �� �'�5 Inin _ 1 _ _ ; ___ _- ��\ - -� \� �` r---------------- OD -- RY i i !r1 C1 00 "� ----- - --------------- -�- - _�- ------ _U ti ---------- _ cn 1 I - FUTURE TRACT 7246 I 5' 7' 14 (BY SEPARATE PLANS) s 1 1 F_ 1 U N J NMIX U Co uj LO 0 LO z rn Q 0 V2 0 U) n ire (FUTURE) COLLINGWOOD DRIVE (PRIVATE)INSTALL 136.6' 8" PVC SEWER 0 0.35% I� O�Z O 0 0 2 ^NQ Off, M N_; 0 ICn 0 P cO10 1 z HORIZONTAL: 1"=50' VERTICAL: 1"=5' INSTALL 73.1' _Z Q IY �o oW o n� W ui in 0 IC0 J e-N1v INSTALL 44.0' 8' PVC SEWER @ 0.35% M CURVE RADIUS ' LENGTH H� o W IH '01- i1F- COIIS'-jao IIZ^pZ^ � _; �Z Z C1 _ m 1 16'00'1` 236.44' (w U IYiW �IY J JEW�O WJ�IW tnln J t�Z O U z _ O O n- _ -00 (n Ofn O cnicm Op IC9p0��:.J!CC9 =O�'J03I Z z ±B J a U / U10 �w coo cti0 tti0 w a a a .�U ¢,', a4 J a `-' 3: W Nr co 6 IL m uj� ^tM �� �t�p �� cMpm w 0 Z = N 360 ���':...:.± [if F C> N}.................... w ++ � ±W) a :...:...: 0) :...:...:............................Lo LO(D360 -+"") .... 00 0 0 N N p p- v) �pp� �� N N Ln f U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . in . . . . . to pyo- od 355.. :...:.. �� APPROX/MA TE DrSIGN GRADt ABO V SEWER AND STORM DRAIN . : . . . . . . . . . q .�ssy� ��o , . '� I N cn o hh . �. �� ................. ... :..... .--------------,_�?�_ _,-.----: -- �` --, '�:.:...: 355 --------- ----------r--- ---- ------------------:-----=----=-----:--------- A -.. ... ................................•-•................ .................... .......... .. 350'. SEE NATE "A'' - • • • . . . . .. . . . : . . . . . . . . . . . . . . : : : . . . .. . . : : : . . . . . . : : : : . ......350 18" INV N=. 24". INV N -.S;== . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24".INV. N -S= 344.65 344.1 344.54 34 1 . INV E -S= 344.62 : . . . : . . . : . . . : . . . : . 8" INV' S= f---- --- 344.98 :345 . . . . . . . . . . . . . . . t I. - 8" INV N= 24' INV S= 24" INV N -W= 344.83 344.63 . . . . . . 344.12 . . . . . . . . . . 8,, .INV= . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 20.0' 18" 342.91 8" INV N -S= 340:. CU -3 RCP w/RGJ . . . . . . . � 8 2ND s= • 340 TORM DRAIN ®0.15 ............... 335.. ............................................................................:... :...:...:...:.. :...:335 ................................ INSTALL 55.3' 24" INSTALL 460.8 24"• INSTALL 116.8' 24" : CL=3 RCP vi/RGJ CL=3 RCP w/RGJ STORM DRAIN 0 0.087. CL -3 RCP w/RGJ STORM' DRAIN 0 0.08% ' 330. . S ORM DRAIN 0 0.0S% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .• ...................:330 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEWER -STORM DRAIN PROFILE CONSTRL _ . N N 0 CL -3 RCP w/RGJ STORM DRAIN ® 0.'5% STORM DRAIN SECTION �+ N.T.S. 18" INV N - A`= 18" INV S= m 0 CONSTRUCT 31.2± L.F. 18"-,LAJ / 24" INV SW= CL -3 RCP w/RGJ 30" INV SE= STORM DRAIN ® 0.15% 343.96 343.46 STORM DRAIN SECTION N N.T.S. COLLINGWOOD DRIVE ACADIA CIRCLE SEE LEFT (FUTURE STREET) 11 I 1 11 30' 8' / 1 I I s/"' ' If' ---------------------Y // / \\\---------- II --- -----------------4 r r r ! I �� 11 1 , ,� 5' I ------------------ -r- 1 i r ---r r•- - - 11 1 , I I I I, \\ FUTURE C.B. FUTURE TRACT 7246 ` Vii' csS (BY SEPARATE PLANS) ------------------ -------- --- - -------- ------------ ---- J----------------------' � Q � -- ------------------- L CURVE TABLE CURVE RADIUS ' LENGTH DELTA ITANGENT C1 1682.00' 1 469.79' 1 16'00'1` 236.44' 0 d U W L_L lL LL aaUo uj �yJ m J �az ow¢ r m W LU W w Q p Q0 z U 0z E H ;0z Z W= Q ZW W, p W m 0 d'(AS Z w w W 05 Qzmw fQ 0711 m2wX-2 iS= ooU IIa��zz100" Of a 0 0 0 w Q D- p <0oaf ¢�ofmiz az U�z QwppQti�00 - U Z Z a w Z m y o p�OpwpzODa ww> cnn :W,:: ao�� zz2 a�=ozW-oow o0~z�wou�=! ZE Ztn�L?� O� z c= w w 0<c w �n-�dF-COQ c_l)0 U= U w F Z w Q U wi LL~Zm�IIL Zz-c:U a�cciiQ4LL 0W u) 'O c 1wum,=ZQUzC, Q,pw�Oa� W ~' _ (�7u=jf=<U>�pO Z p 2 U to W= Q� FWF �QZO=>O JO �F- cwpwWwwlwU� Q W LLO ? m OmcnUc7jZZEW wmWoWz�_p�m w U O w ZQa ~ Ft=-EiaV=-�p�a m BOTANICAL DRIVE (FUTURE STREET) Imo' 1 \\ �\ FUTURE C.B. ice----- Z---------------f O _---------- // Q ------------ ------- \ ��--- \ O � SHADY VALLEY PLACE N/�__ _ `�J 1 ii' _____;,;;��\ z � FUTURE TRACT 7247 �' � "�� ,N X SEE SHEET 15 m " (BY SEPARATE PLANS} CARAMELLA CIRCLE tea; 0 m o -, HOLLYBROCK LANE o ^� � Z +' z (FUTURE STREET) 0' < (FUTURE STREET} o OI O i M� Q O Z Mei oo � V) vi +ao 0 mw vi V)IV) PHASE z FUTURE) ti3 , a .dcr PASEO PARK oT HORIZONTAL: 1"=50' VERTICAL: 1"=5' 0 a (PRIVATE) 0 LL o_ 0 360...m 355: 350 345:... 18" INv E=/ 340:... 335-... Z o co M (n m U -)v v '^ C) W Z L T 5: N >v to m X 0 Q cf) L '� Z < C14 W N CO �J W Z a) o 0 C'4 LU w N CD C) Of 0 ® N n W U) X W < Q OD JO CL 0 w Z w V �^ 0 vJ . Q r-- Q Ir F 0- 0 0 �1... w 3 Q D w ir LL p c � Q Y ® v / O ....360 Q s d � r o z Q Z Z 2(04:� .x...355 0 M w 0 U I D N '350 - N W w 31 CL O w w = 1`" �m w / w w 3: W IL a = coo I [if F O a Q o a b/ 00 p p- v) U w 3 > pyo- od U V O .r' !v U) X W < Q OD JO CL 0 w Z w V �^ 0 vJ . Q r-- Q Ir F 0- 0 0 �1... w 3 Q D w ir LL p c � Q Y ® v / O ....360 Q s d � r o z Q Z Z 2(04:� .x...355 0 M w 0 U I D N '350 - N w t E_= o LL, 60 cv / T 2 a coo I F ...:345 w V) 0 w E_= o =► 60 cv 2 a I- F ....340 Zo O D Q o> o w `J NL I- ...'335 22DATE 12/11 '2014 IPA JOB No. 13-2750H ... . ... . . . . ... ... . • . ... ,SHEET -- a� INSTALL 70.0 18' INSTAR 285.7' 18' - - : : : : INSTALL 228.8' 24' : INSTALL 117.4' 18" : aEi CL -3 RCP w GJ CL -3 RCP w/RW STORM DRAIN ®0.11% ' CL -3 RCP w RGJ STCRM DRAIN ®0.07% I o / CL -3' RCP w/RGJ STORM DRAIN ® 0.11% a 330:... STORM DRAIN .0.0.11X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .330 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 / 0 STORM DRAlN PROFILE ,�- N CONSTRUCTION NOTES I RADIUS BE MAINTAINED BY HOA OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT c 0 � 0 INSTALL SEWER L6 Lei ++ M M INSTALL STORM DRAIN OO INSTALL STORM DRAIN MANHOLE 0 INSTALL STORM DRAIN JUNCTION BOX 1 1 1 INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY ....'.............. ........ :350 EX S - EXISTING SEWER <cro U¢mU k, SD EXISTING STORM DRAIN . . ... . . ... . . .:. . . ... . . ... . . EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. PRIVATE STORM DRAIN TO CURVE I RADIUS BE MAINTAINED BY HOA LO 00 I TANGENT Cl 655.00' 279.98' 24'29'29 1 142.16' z Pu A s E / c 0 � 0 0 0 00� M L6 Lei ++ M M 0000 030 � J J :2 44 ++ L�U o 22 a z o �I CONSTRUCT 7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.17% (PRIVATE) 18" INV E= P CURVE TABLE CURVE I RADIUS I LENGTH DELTA I TANGENT Cl 655.00' 279.98' 24'29'29 1 142.16' S :;N Z J z ,A �� 00 C3 00 \ 1� �-)30 NUO \\ \ 00 \\ �� M � \� Go+� 0 +N \ .\14 \ \ FUTURE TRACT 7246` \\ II it Vol PVREN S-�RE (BY SEPARATE PLANS)It I -------------- 12 cl I it I L FUTURE COMMERCIAL (NOT A PART) 81 q LC / Z N SEE 0" • I11d y' -.0. O W m Z Z N •l/ �AO oVa DOS R�ON r Lc) = o 0 W 0O Lci+ o� o� CONSTRUCT 8.5± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN 0 0.12% 348.32 18" INV E -W= 18" INV W= 348.83 348.79 24" INV E -W= 348.31 CONSTRUCT 27.7± L.F. 18" 24" INV E -S= CONSTRUCT 17.7± L.F. 24" CL -3 RCP w/RGJ 348.29 CL -3 RCP w/RGJ STORM DRAIN 0 0.25% STORM DRAIN 0 0.11% (PUBLIC) STORM DRAIN SECTION N.T.S. a O N W cN_ o ,00 0 Z NN co PHASE 1 N_j� li 3 ,--v- O x 00000 Z 00N + p N- V) (N LIVERPOOL WAY ` \ 60 6l 50 2� HORIZONTAL: 1"=50' VERTICAL: 1"=5' R/W N R/W R/W r• N 347.43 STORM DRAIN 0 0.12% STORM DRAIN SECTION N.T.S. PRIVATE STORM DRAIN TO BE MAINTAINED BY HOA. CITY INSPECTION WITHIN PUBLIC STREET R/W. 1 � .o I 7 "9 \ � `�♦ 10+00.00 � �1 �-;n� 12 -S4975'3- 2"E�-" Iu JN pu N I CO `! W A oZ w_ gZ 0 SOL az !,z z Pu A s E / c 0 � 0 0 0 00� M L6 Lei ++ S 1 0000 030 MM C-4 6 8 44 ++ O MM N 6 Nit N 22 a 22 00 o++ 0 '....'.................. :355 . . 1 1 1 o N D. 0 LL ......... '................... ....'.............. ........ :350 ...................................... Q 24"• INV E_ .. <cro U¢mU w w FUTURE COMMERCIAL 5 . . ... . . ... . . .:. . . ... . . ... . . 24;, .INV. N_. .:. . . ... . . ... . . ... . . ... . . ... . . ... . . . ' . (NOT A PART) 1 � .o I 7 "9 \ � `�♦ 10+00.00 � �1 �-;n� 12 -S4975'3- 2"E�-" v v� 1 C> Iu a-a'S-1? 11 f•- _� mpF- j� IIS --�_ �F W �� W RECORD DRAWING oz oz o O Z T z z Pu A s E / c 0 � 0 0 0 00� 0 L6 Lei ++ 0 CVS000 0000 N ++ Vi l �/3/'��'7� ++ 00 C-4 1 00 N v v� 1 C> Iu a-a'S-1? 11 f•- _� mpF- j� IIS --�_ �F W �� W RECORD DRAWING oz oz o O Z T z z Pu A s E / c 0 � 0 0 0 00� 000) L6 Lei ++ 0 CVS000 0000 N ++ Vi l �/3/'��'7� ++ 00 C-4 1 00 N N BY= FRED W. PORTER, RCE 33448 EXP. DATE N 360. •n U p - R/W paVp wOcn .360 ZmT Wows CO CO z�w¢� o T A.P-PROXIMA. /T DESIGN. GRADE...'.. ABOVE STORM DRAIN ..'.. ..'. � .'... .'. .'.. .. ..'.. ..'. =wZowLuo� �1 U O p z m 355: . ...'................................................. . . . . ----------�---------- ----------------------- - . . . . . . . . . ------------------------------------- fl�p .................. ............ . . . . . . . '....'.................. :355 . . 350: ........ D. 0 LL ......... '................... ....'.............. ........ :350 ...................................... Q 24"• INV E_ .. <cro U¢mU w w 348.25 18" INV W= :. 348:, .:. .:. . . ... . . ... . . ... . . ... . . ... . . .:. . . ... . . ... . . 24;, .INV. N_. .:. . . ... . . ... . . ... . . ... . . ... . . ... . . . ' . 0 z O co O ul O= w li 347. *7 348-.0& 347.8 5 ww�- W>wz cn� 24" INV E -S=. 348.29. 2 (e pwz¢o`nx_wzwLL "S000m 345: ........ .............'.........-.............'........'.... \ 30" INV E -W= CL -3 RCP w/RGJ .................................... • ................... :345 340 : ........................................................ . . . . . . . . . . . . .........----.................-........-........... . . . . . . :340 INSTALL 280.1' 24" 335. ................................................................. CL -3 RCP w%RGJ STORM DRAIN ® 0.08% ............................................................. 335 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN PROFILE 360. J 355: ................... 350 24" INV N= 349:56 • x•85 24"- INV E= 347:96 7(p 345: . . . . . . . . . •24" WV* V 347.9 0 10 Ak J O 2 Z Q 6 PHASE ol STORM DRAIN ® 0.11% ¢ W I Qfr LL U a STORM DRAIN SECTION o z_ W 0 a azaf-w>pcn N.T.S. c)=0w�Z0wao" zw��zucn<n( z MW3:[LL a: WO w aiw�=ZQUzoO U z O W m- a F cn =, W. Q Ow j 2 m c, Otow2<z¢¢OC Zp U_tnw �� 3:zF-2>p-j00 LLL []��0ww(nJ�ac m w o F-- z J z p Q cc ¢X_j_,wU�a>r- wwvOwzcnc= 1� N 110 Z m J= JF X w N N N O oZ o oW ¢ ow �z �000 O o o ARK SQvA o� p �E RE Mo �+ O R, nu i -5 M� `� + (EXjSTI +� o �o / NG) LO (n vi 0 8' 22 6p. ' 2' 8' II - �--- - �--- -� �� z 13 14 14+98.52 W 'I1 Qz V) v FUTURE PASEO ui J (BY SEPARATE PLANS) :D U z O M M a) LO 05 uj z E r O N I j M > -- U � � cn a) X ILL 0: m CV W (C)06 Z 1 O cif CO 04 CO~ LL1 c M f"- c O Of O 004 CILL •n U p - R/W paVp wOcn ZmT Wows CO CO z�w¢� o T 10' w�F-OpHLLOa =wZowLuo� �1 U O p z m .1 I Lu W Q z U W l¢i w= 0 w w \ 11 L11 H cl� O a LL LL = zI-U �! fS z Opp D. 0 LL Q h m ooza¢r~~=o z ���0z>w Q 18" INV N= <cro U¢mU w w 348.25 zz°CnwaZ�oim EL Cl o 0 z O co O ul O= w li ww�- W>wz cn� X18" INV S= pwz¢o`nx_wzwLL "S000m 348.20 CONSTRUCT 45± L.F. 18" < 2:0 Lu - z - L c/' \ 30" INV E -W= CL -3 RCP w/RGJ - oo3ap3�WzZ> 347.20 Z�ou.,pw¢0oc STORM DRAIN ® 0.11% ¢ W I Qfr LL U a STORM DRAIN SECTION o z_ W 0 a azaf-w>pcn N.T.S. c)=0w�Z0wao" zw��zucn<n( z MW3:[LL a: WO w aiw�=ZQUzoO U z O W m- a F cn =, W. Q Ow j 2 m c, Otow2<z¢¢OC Zp U_tnw �� 3:zF-2>p-j00 LLL []��0ww(nJ�ac m w o F-- z J z p Q cc ¢X_j_,wU�a>r- wwvOwzcnc= 1� N 110 Z m J= JF X w N N N O oZ o oW ¢ ow �z �000 O o o ARK SQvA o� p �E RE Mo �+ O R, nu i -5 M� `� + (EXjSTI +� o �o / NG) LO (n vi 0 8' 22 6p. ' 2' 8' II - �--- - �--- -� �� z 13 14 14+98.52 W 'I1 Qz V) v FUTURE PASEO ui J (BY SEPARATE PLANS) :D U z O M M a) LO 05 uj z E r O N I j M > -- U � � cn a) X ILL 0: m CV W (C)06 Z 1 O cif CO 04 CO~ LL1 c M f"- c O Of O 004 CILL ALLSTON WAY NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EX STING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. I� J= OZ , 00 �U nn In cn Z, JN O W v0 0 OL O00 �o m Q � HORIZONTAL: 1"=50' VERTICAL: 1"=5' m V) z Q 0 OO V) I^Z -� X OW m v1fC j O F �Q Z CD_ � + o En ui .360 : APPROX%MA TE PES/GN. GRADE 05 // � ABOVE STORM DRAIN �� '� ° -- =�-------------- -------------- -------------------------------------------- ------------=---------. - ---1------- - - . . . 55 . II ............................................ . . 18" INV 348.431-, ........vi :350 ...................................... . . . - - - - 24" INV N= (347.49) : : : . . . . . . . . . . . . .30" INV S -W= 30" INV E_ - � � 18" INV S= V5EE (346.930" INV E -W= •30" INV E=347.43 38 . 34&� 347.20.1. .' (34705) 345 ...... ....... ............ .......7.'' NOTE i "A" j i 340: ............. ...................................................... '..............'.. .. :340 INSTALL 28.'.24" CL -3 9CP .w/RGJ. STORM* DRAIN @.0,11%-.-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 284.2' 30b INSTALL 132.5''30" CL -3 RCP w/RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RGJ STORM DRAIN ®.0.11% 335. ............................................. : 335 9+00 10+00 11+00 12+00 13+00 14+00 154-00 STORM DRAIN PROFILES / 1 •n T w �1 .1 \ 11 L11 H cl� O a LL LL = Qj D. 0 LL Q h m C. Q W w w LL EL Cl o n ALLSTON WAY NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EX STING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. I� J= OZ , 00 �U nn In cn Z, JN O W v0 0 OL O00 �o m Q � HORIZONTAL: 1"=50' VERTICAL: 1"=5' m V) z Q 0 OO V) I^Z -� X OW m v1fC j O F �Q Z CD_ � + o En ui .360 : APPROX%MA TE PES/GN. GRADE 05 // � ABOVE STORM DRAIN �� '� ° -- =�-------------- -------------- -------------------------------------------- ------------=---------. - ---1------- - - . . . 55 . II ............................................ . . 18" INV 348.431-, ........vi :350 ...................................... . . . - - - - 24" INV N= (347.49) : : : . . . . . . . . . . . . .30" INV S -W= 30" INV E_ - � � 18" INV S= V5EE (346.930" INV E -W= •30" INV E=347.43 38 . 34&� 347.20.1. .' (34705) 345 ...... ....... ............ .......7.'' NOTE i "A" j i 340: ............. ...................................................... '..............'.. .. :340 INSTALL 28.'.24" CL -3 9CP .w/RGJ. STORM* DRAIN @.0,11%-.-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 284.2' 30b INSTALL 132.5''30" CL -3 RCP w/RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RGJ STORM DRAIN ®.0.11% 335. ............................................. : 335 9+00 10+00 11+00 12+00 13+00 14+00 154-00 STORM DRAIN PROFILES / 1 DATE 12/11/2014 a PA JOB No. 13-2750H SHEET E g c c_ E z c T r Of_ 15 SHEETS •n T �1 .1 W �I Qj Loa 0 Q h DATE 12/11/2014 a PA JOB No. 13-2750H SHEET E g c c_ E z c T r Of_ 15 SHEETS CONSTRUC110N N OS INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 111110-04 E - :D INSTALL SEWER Li INSTALL STORM DRAIN QD INSTALL STORM DRAIN MANHOLE FD_j INSTALL STORM DRAIN JUNCTION BOX ly�l INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY — E _,; -- EXISTING SEWER —EX SD EXISTING STORM DRAIN — /Y h' EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. PRIVATE SEWER WITHIN PUBLIC R/W. CITY SHALL INSPECT. Q I-_ W W W Zuj sN REVISIONS APPROVED BY: I I I I I I I I I 4 \l� 0. -44 i -N 4_9'15'32"Vtr 10+00.00 I o En W ,---- O , CL O � I CL I i i I I� Q. �o og 0 I- LO LON 0 mm +L0 �O� 0 -o I o _0 I .- - - -- II _ vi - r U 3 �j O ca z Ln I X I I� I I I I PARK SQUARE DRIVE (EXISTING) NOTE "B": CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND PAVEMENT ALONG THE WEST SIDE OF PARK SQUARE DRIVE CENTERLINE. SAWCUT AND REMOVE PAVEMENT ONLY ALONG THE EAST SIDE OF PARK SQUARE DRIVE FOR CONSTRUCTION OF PROPOSED JUNCTION BOX. GRIND AND OVERLAY PAVEMENT UPON COMPLETION OF IMPROVEMENTS. EXACT LIMITS OF REMOVAL AND OVERLAY TO BE VERIFIED WITH CITY ENGINEER. (FUTURE) CELESTIAL C f pHAS��'J 1 ,/d4 FRED W PORTER, R.C.E. NO. 33448 UAl L nAtjiF:l PADILLA. R.C.E. NO. 67008 DATE U LLLL a W 0 m p co Zw 0 O (aw nmZLL W C5 m W U w W Q H p wJF=-O��LLOo a¢zv�zwwm0_' irv=i=w�0>m�~ H Z �J � Q OzO�cnai0 Z W W�UQOC7� Jr,=�ZQ wSOW=W�nU�LL• a 0 0 0 w V 0 u) o w QoaFQ���=? I z U d' Q O�0 a�Z p F WV zWYVU0Qm zod0-zRwiw 8W W>->OUz=<no wzd t2&wzzw H 2 p ~ O O Q z Z W p m W LL - Z -a' (/JJ g O� Q� w p Z H p Q p Q W O Z> Q ww= U p UU a Q 1-cnzp 0 U=oW~wo QW¢Ow LLZZm�awwW0 U- p W W O w uaiw�QHUV zQLn W � Ow WW- Q U> C O mm 0w2ZQQUp Z cm U Cn w ?1z<8=>p-JwoLL Ew O 6 ww W Q O Z 9 W Q p - Z U)m Q cn >> w�- U U C Fr W [D w W UOwzcnrCn ==Lnw=O;wz=) f-Hpah00w<21 HORIZONTAL: 1"=50' VERTICAL: 1"=5' OURT I� �o ISI w �� o �� o2 z 111110-04 E - :D N .4t Li �� x m o Lu m cv oz 360........ ..........� a ao I II U 0 4m CD a) X W C-4 CV ;n a) I� t` t` Q Op + + m N LLL.' N co Z o 0 Lu Lu N M oi CD ui L.L z O O `V T 0 -o I o _0 I .- - - -- II _ vi - r U 3 �j O ca z Ln I X I I� I I I I PARK SQUARE DRIVE (EXISTING) NOTE "B": CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND PAVEMENT ALONG THE WEST SIDE OF PARK SQUARE DRIVE CENTERLINE. SAWCUT AND REMOVE PAVEMENT ONLY ALONG THE EAST SIDE OF PARK SQUARE DRIVE FOR CONSTRUCTION OF PROPOSED JUNCTION BOX. GRIND AND OVERLAY PAVEMENT UPON COMPLETION OF IMPROVEMENTS. EXACT LIMITS OF REMOVAL AND OVERLAY TO BE VERIFIED WITH CITY ENGINEER. (FUTURE) CELESTIAL C f pHAS��'J 1 ,/d4 FRED W PORTER, R.C.E. NO. 33448 UAl L nAtjiF:l PADILLA. R.C.E. NO. 67008 DATE U LLLL a W 0 m p co Zw 0 O (aw nmZLL W C5 m W U w W Q H p wJF=-O��LLOo a¢zv�zwwm0_' irv=i=w�0>m�~ H Z �J � Q OzO�cnai0 Z W W�UQOC7� Jr,=�ZQ wSOW=W�nU�LL• a 0 0 0 w V 0 u) o w QoaFQ���=? I z U d' Q O�0 a�Z p F WV zWYVU0Qm zod0-zRwiw 8W W>->OUz=<no wzd t2&wzzw H 2 p ~ O O Q z Z W p m W LL - Z -a' (/JJ g O� Q� w p Z H p Q p Q W O Z> Q ww= U p UU a Q 1-cnzp 0 U=oW~wo QW¢Ow LLZZm�awwW0 U- p W W O w uaiw�QHUV zQLn W � Ow WW- Q U> C O mm 0w2ZQQUp Z cm U Cn w ?1z<8=>p-JwoLL Ew O 6 ww W Q O Z 9 W Q p - Z U)m Q cn >> w�- U U C Fr W [D w W UOwzcnrCn ==Lnw=O;wz=) f-Hpah00w<21 HORIZONTAL: 1"=50' VERTICAL: 1"=5' OURT I� �o ISI w �� o �� o2 00f o BOO C CV N X 0 m z 0 F 0 z E 0 x....._..360 355:.............. ....:355 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 :...:...:..... ........ .......:350 I. . . . . . . . ,18" INV. W= 18" INV W= 65-347.59 30" INV N -S= .(346.59) 345 345...... I ........................ INSTALL 54.0' 18" 340.............. CL -3. RCP. w RCJ. . . . 340 STORM DRAIN ®0.11% 10+00 11 +00 12+00 C Zm Oi coo CV ® m o Lu zz cv 360........ ..........� M N 0 N X 0 m z 0 F 0 z E 0 x....._..360 355:.............. ....:355 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 :...:...:..... ........ .......:350 I. . . . . . . . ,18" INV. W= 18" INV W= 65-347.59 30" INV N -S= .(346.59) 345 345...... I ........................ INSTALL 54.0' 18" 340.............. CL -3. RCP. w RCJ. . . . 340 STORM DRAIN ®0.11% 10+00 11 +00 12+00 0 o co M ® m o Lu zz cv bi M � 0 to a) X o °d 0 ;n a) co Z cm � m N LLL.' N co Z o [to Lu Lu N M oi CD ui L.L \ O O `V T 0 CL 0 n 0 N 3 t,s 0 0 z Q z Q J d I c M U I 0 u. I V) C 0 N a 0 I w (D 0 N a V) z J a 0!, 0 a 0 L a 0 Ln N D 0 U Q DATE 2/11/20141 I1 PA JOB No. 1 13-2750H SHEET OF 15 SHEETS bi � o W LL \ u L :) J m C w W r 2- w u0i 0 U- o a n 0 N 3 t,s 0 0 z Q z Q J d I c M U I 0 u. I V) C 0 N a 0 I w (D 0 N a V) z J a 0!, 0 a 0 L a 0 Ln N D 0 U Q DATE 2/11/20141 I1 PA JOB No. 1 13-2750H SHEET OF 15 SHEETS CONSTRUCTION NOTES � --p SO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT o m NZ INSTALL SEWER W p ..0 ZO ..0 0 �.0 INSTALL STORM DRAIN DO INSTALL STORM DRAIN MANHOLE F21 INSTALL STORM DRAIN JUNCTION BOX U N-- _ C,6 r- INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY � ++ EX S EXISTING SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NN EX SD EXISTING STORM DRAIN '/` EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. REVISIONS APPROVED BY:1 4Z?- -79 FRE 11 . PCR TER, R.G.E. N0.33448 DATE �. -aS -17. raw w11C1 0A 11 1 A R_C.E. NO. 67008 DATE ?s S1 \ \ RK SQUARE pR�VE FUTURE TRACT 7248 `\ ``r4?, SEESHEET(BY SEPARATE PLANS) \\\\`',`; FUTURE SEWER AS PART\ \\ OF TRACT 7248 PLANS <' / /r \ `\ 1 __ \ o ---__---- -I------ - -_L_-_- _ -- _ -_- -- � 1----- _ __ -- I -------------I ---- --- ----------__�__-_ 0+98.34 Moo - 1- \ - \ -� - --`11 0 °r 12+16.71 +-- ---------i -------- t -----------t- 'c; I \ \\ 9 00 ZHF mu w Mcn X 00 O q0 :A p �A 00t° � Olin o 0) V) B. _v) v n I� � crz 00 m O U.) CD Z � + + o ON N U 0 mu X mZ O O m NN O p^ Z + p (n in PHASE 3 2L (FUTURE) HELENA WAY U I^� mZ COO .*U tDm 0 QL X O m Z O F U Z p vi HORIZONTAL: 1"=50' VERTICAL: 1"=5' IIm0 II�_rn Z> 111- fl- IIf-00 � --p uj W X X �X WOE XX a. o UOZ O ooo rc m OZ m OZ o m NZ 00 cnom m sZ t m W p ..0 ZO ..0 0 �.0 .�U 0 U Z 00 � 80 1= LOrn 1= r`N F N 1= r)LO F OO _ O 000 00 U NN U .-00 Z �� Z� U 000 Z r� U N-- _ C,6 r- U 0000 M 00 360. +.+� ++. � � nr ++ ++ � ++ � ++ 360 . �0 3 b0 . 00 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NN . . . . . . . . . . . . . . . . . . . . . <h 0 . . . . p N ON pN pN N pN N ln. ( .. . . . n . . . . . . ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 355:... ,, �% APPROX/MA TE DES:/GN GRA DE;� ��, :.. ABOVE STORM. DRAIN s�ti,. :...:...:...:...:...:.. : m m z w �- D ���o�t=-LLZaz ����� ...... ��. �� .... M ,, ..:...:355 --- _ ----------r------------------------------ ----------------------------- IJi Iii ---------- m o W � NOR FL= .......................................... ................................ 352.89 o 5' 5' �� oW 350..... ... . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........350 . . . . . . aa'�u'z�n>F- a �oa�oz�cnviU Cn r_ O 5, 5, cn - _ 34.5.08 .............................. ..................... 345:...: :...:.. ........:345 18"• INV E_ -r '24" INV' S= 343.11 ___------ -----Z 344.58 . . . . 2" INV•E-W= '42", INV, W=342:58 42" IAIV E -W- . . . . . . . . . '42" INV E -.W= . .48" INV N=342:58 18" INV = -342.91 342.86342.70 • 342.92 340:42" ............: ....................................:340 II II jl INV NE __ Z H O U) 2 Iwo o m ~ '342.92 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335......................................................................................335 . . . . . . . . . . . . INSTALL 11:3' 42" 2 CL -3 RCP•w/RGJ U s- II +I II STORM * DRAW 6 0.0$7.. INSTALL 57.6' 42" . ' INSTALL 200.0' 42"• . . . INSTALL 143.3' 42" . II 11 'I II CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RGJ STORM DRAIN 00.08% wdOO9w V om(D a o a = t G _ "' z 330: : :330 II 'I II . . . . . . . . TORM DRAIN 0 0.08;0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 19.7' 18" 10+ 00 11+00 12+00 13+00 14+00 aha -t -F =- _ z o '>'-- z & wo om 03f:w a��amcWi CL -3 RCP w/RGJ C4 N X I II �I II STORM DRAIN 0 0.96% STORM DRAIN PROFILE STORM DRAIN 0 1.03% i I� 11 Jv 07 ! Z m Z BI�EE r' v L� Z y � Z F TORE ST NE o E��Nq o o WOODLAWN WAY RE SEE w Y ? o SEE RIGHT Ste'' 8' 18, "' 'ETA QEF T 30' 30' , /W� -„L 8 �r-' ' FUTURE TRACT 7248 ''� �'ri30' % 30,;/ , , s I r ii '' r'IS C-4 "i S/W r 8 r i bri W r�r �8' FUTURE SEWER ASPART (BY SEPARATE PLANS) I++++ ++++ -___i I I I N+ ++ + + ( i OF TRACT 7248 P i NS r �i r I h / I + u / ,�/ +� I it I I , r r rr I J 1 N r r '/ S/W I it ( it , \ o , F r \ FUTURE SEWER AS PART � � 'I l\ \��-�-4- �''� -L---- - j i r'r o OF TRACT 7248 PLANS _r .1a 00 i=-� J / �� 1 _a _ ___ _ ______ / _ _________ _ -14 IJ I - T--c��� / \��� �\ f j' iir ^ -509 42 " _��=__- ___ 1L+� _42 ------ �/� ' I \���� ` ��---------- `O - W c�^ ---_ 1 +I 14 9 -- \ \� \ --1 r `n M� -2--IFS-- >--`n�3 -F---- M� -Z - LJ�__ if �-_----__- v v S00'57 41"W �. e-1- -_---- 1--- -------- ------------T__----_ \ \ \\ \\ '' rr I �_-_- -_- ---__ _--- -----_--- ---- - _---- --- --------1-T - - _ _ _ r --r------ - -------- ------- j3 I T -- ---r------ fi-----i------r-- -- - _--------------_� ------ ---:- ------ ------------- tY Ij Ij i 11 ---------- ------ -- m M ------ --------------- - 0 Li It -- -- ------- ------------------ it 5'//------ ---------------- ' I I ',� ���---------- FUTURE TRACT 7248 �M 30' (BY SEPARATE PLANS) , 11111 4' ii i ,', '; - JUBILEE LANE SUMP D ' 11 ' DRI z > > > �, N 0 �,'- SEE DETAIL SHEET 2 II MAGENTA o SEE LEFT II I I� W I� �o Jo SEE SHEET 15 �Z �Z �� o Z Wo o r )U cVU 0 �0 OD OW.' m m OIX m �O LI J �N J OU J t�00 J 0t7 J �Ojo;O J O tljN O .A O `�V O O �+) O `p O �.- U � �.co O� Z 0)� Z 1n Z Ihb Z _NN Z 0�! C-) 0 00 Z O Q I Q 00) Q 0)M Q Q r T Oir) L0 0) i 0i± �N It a L0 ui" n� n -- m0) N- Nm r)p 0 rno ci _N- +p 0 ±p © Nth p Np', p N r jpl p _(n 0 -tn vi OW) Vi _v) ui .-cn tri . -ln! Vi � 3 �cn; uj PHAOD E I (FUTURE) HORIZONTAL: 1"=50' VERTICAL: 1"=5' JUBILEE LANE IIC7O IIo N 0 uj �i N C:)CL .JU U L0L0 00 360 < M ON Q m rnuri ......... 360 360. 05 z O O <N< r7 cn r` to rn or•�7 . . . . . . . . . . . . . . . . . . . . . . . . . . y . . . . . . . . . . . . . . aaU1 wOtn m J wOwF o_ H L Li 4i r7 O 00 :D rh - + N � N N Q] no U m O N N N w ZU�w W ZLLH W W W .... r '' N N rn O o r7 n C) o in to N. _ m m z w �- D ���o�t=-LLZaz . . . . . . . . . . . . . . . M 12f M ^7 La 11 111 _ N IJi Iii M m o W � aazU- O z W C w=¢zU)Owmw1- 355 tr (0 � �� o 5' 5' �� oW O w_ �� 5' S' to aa'�u'z�n>F- a �oa�oz�cnviU Cn r_ O 5, 5, cn - _ t� c�j O o_�__ I-____ -r p ___------ -----Z '�= ___------- UJ w W Q CO c=n w a I° a' 0 N +�= Z-�--- - II II jl __ Z H O U) 2 Iwo o m ~ < j� ii it II 2 U s- II +I II CONSTRUCT 5t L.F. 18" II 11 'I II wdOO9w V om(D a o a = t G _ "' z U w � II 'I II CL -3 RCP w/RGJ i I� II n aha -t -F =- _ z o '>'-- z & wo om 03f:w a��amcWi C4 N X I II �I II STORM DRAIN 0 1.03% i I� 11 1 1 8" INV- aao uS w Y w v vi z (� �i n i Q LL I� 118" SWR INV= 11 II_ i i 1�, 8" SWR INV= II it II I ii II , 347 35 \v' cZ9Z�OtaO0O�a 0 o (� Z N II 11 347.03 'i '�---------- 347.14 w' II ji 11-------------- i' w w > w 0_ U m = it � > o � 6, tY m _ it __� '' GI END PLUG END ------------- W Q o `� � w z z w �' z LJ N cfl Lt __ PLUG END ----_----- 24" INV S= � 18" INV E= 18 SD INV= o w o 0 o W u� cn t- oo�aQu,wz0Q � LU N M O 18" INV E_ 18" INV E= 24" INV N -S= 344.58 18" INV W= 344.85 344.81 18" NV W= o z o c J o z > z�OwowQ�•o0 Z N ti 344.66 344.62 344.61 18" INV W= 345.13 18" INV E= CONSTRUCT 5f L.F. 18" 344.80 ¢ w � w = U o U cr n Uam~"�z�a ,,, w u o z C� Z U) j N �? CONSTRUCT 5t L.F. 18" 344.61 345.08 CL -3 RCP w/RGJ 48" INV E -S= �„ O a z a w > o U) _ I1J r r CL -3 RCP w/RGJ 42" INV W=342.58 STORM DRAIN 0 0.25% 342.53 48" INV= o a w o z z o z o ILL CV STORM DRAIN ®0.25% 48" INV N=342.58 342.48 2 - z m § � z w Fnw ny o O S 0CONSTRUCT A STORM DRAIN SECTION STORM DRAIN SECTION 51t L.F. 48" U w n W z- w w Z Z w TIcwi�Q¢Uww�o w n 0 CL -3 RCP w/RGJ w= 0 u_ m Ww o N.T.S. �., N.T.S. STORM DRAIN 0 0.10% z�Owc)oa�=t=- Q Q _ w> o m 0 CONSTRUCT OUTLET STRUCTURE U OW w w= 0< z a Q o 0 T RM DRAIN SECTION PER C.O.B. STD. DWG. D-11 _ > w J a a =o � f° > J o L N.T.S. owa1Owoowf "=wom r n+ wamwL�! 'n ac=n L J?mWoz W0am <x-1w0�aF- wwUoWzQm�-.7�F-0aF-0oiM .ra Jv 07 ! Z m Z BI�EE r' v L� Z y � Z F TORE ST NE o E��Nq o o WOODLAWN WAY RE SEE w Y ? o SEE RIGHT Ste'' 8' 18, "' 'ETA QEF T 30' 30' , /W� -„L 8 �r-' ' FUTURE TRACT 7248 ''� �'ri30' % 30,;/ , , s I r ii '' r'IS C-4 "i S/W r 8 r i bri W r�r �8' FUTURE SEWER ASPART (BY SEPARATE PLANS) I++++ ++++ -___i I I I N+ ++ + + ( i OF TRACT 7248 P i NS r �i r I h / I + u / ,�/ +� I it I I , r r rr I J 1 N r r '/ S/W I it ( it , \ o , F r \ FUTURE SEWER AS PART � � 'I l\ \��-�-4- �''� -L---- - j i r'r o OF TRACT 7248 PLANS _r .1a 00 i=-� J / �� 1 _a _ ___ _ ______ / _ _________ _ -14 IJ I - T--c��� / \��� �\ f j' iir ^ -509 42 " _��=__- ___ 1L+� _42 ------ �/� ' I \���� ` ��---------- `O - W c�^ ---_ 1 +I 14 9 -- \ \� \ --1 r `n M� -2--IFS-- >--`n�3 -F---- M� -Z - LJ�__ if �-_----__- v v S00'57 41"W �. e-1- -_---- 1--- -------- ------------T__----_ \ \ \\ \\ '' rr I �_-_- -_- ---__ _--- -----_--- ---- - _---- --- --------1-T - - _ _ _ r --r------ - -------- ------- j3 I T -- ---r------ fi-----i------r-- -- - _--------------_� ------ ---:- ------ ------------- tY Ij Ij i 11 ---------- ------ -- m M ------ --------------- - 0 Li It -- -- ------- ------------------ it 5'//------ ---------------- ' I I ',� ���---------- FUTURE TRACT 7248 �M 30' (BY SEPARATE PLANS) , 11111 4' ii i ,', '; - JUBILEE LANE SUMP D ' 11 ' DRI z > > > �, N 0 �,'- SEE DETAIL SHEET 2 II MAGENTA o SEE LEFT II I I� W I� �o Jo SEE SHEET 15 �Z �Z �� o Z Wo o r )U cVU 0 �0 OD OW.' m m OIX m �O LI J �N J OU J t�00 J 0t7 J �Ojo;O J O tljN O .A O `�V O O �+) O `p O �.- U � �.co O� Z 0)� Z 1n Z Ihb Z _NN Z 0�! C-) 0 00 Z O Q I Q 00) Q 0)M Q Q r T Oir) L0 0) i 0i± �N It a L0 ui" n� n -- m0) N- Nm r)p 0 rno ci _N- +p 0 ±p © Nth p Np', p N r jpl p _(n 0 -tn vi OW) Vi _v) ui .-cn tri . -ln! Vi � 3 �cn; uj PHAOD E I (FUTURE) HORIZONTAL: 1"=50' VERTICAL: 1"=5' JUBILEE LANE APPROXINA TE DESIGN GRAd.E ABOVE Z'' STORM DRAIN 355 :... �� . ..................... �'� .:...: 355 355:.. . ---------- --_--- j 350 ........................................ 350 350:.. 345 :... 340 :... M1 ASE (FUTURE) i HORIZONTAL: 1 "=50' VERTICAL: 1"=5' WOODLAWN WAY IIS N IIS o Q �U m "C ) mrrn �O N NN N NN . . . . . . . . . . . . . . . . . . . . f . . . . . . . . . . . . NN . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . APPROX/MA TE DES/GN GRADE x,, : ABO ISE STORM DRAIN � ---------------------------------•-------, 24".INV N -S= 344 Al M IIC7O IIo N 0 uj �i N C:)CL .JU �.C) L0L0 00 360 < M ON Q m rnuri ......... 360 360. 05 z O O <N< rn � . . . . . . . . . . . . . . . . . . . . . . . . . . y . . . . . . . . . . . . . . APPROXINA TE DESIGN GRAd.E ABOVE Z'' STORM DRAIN 355 :... �� . ..................... �'� .:...: 355 355:.. . ---------- --_--- j 350 ........................................ 350 350:.. 345 :... 340 :... M1 ASE (FUTURE) i HORIZONTAL: 1 "=50' VERTICAL: 1"=5' WOODLAWN WAY IIS N IIS o Q �U m "C ) mrrn �O N NN N NN . . . . . . . . . . . . . . . . . . . . f . . . . . . . . . . . . NN . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . APPROX/MA TE DES/GN GRADE x,, : ABO ISE STORM DRAIN � ---------------------------------•-------, 24".INV N -S= 344 Al M IIC7O IIo N 0 �i Q C:)CL Lii W o N X OWm _! X owlet ._.. o z O O <N< = Z L00 Z �pIZ \ H L Li 4i Ill U'6 4+ - + �i W 1 Z w Y .... 360 '' LL O o a vi N. _ . . . . . . . . . . . . . . . . . . . . 0 12f L)UJ N W � 355 tr i ............ i... %.....: 1--. � � --------�-=-- ..---- .: 350 18" INV E= . . . . . . . . . . . . . . . . . . . . . . . 3'45.08. . . . . . . . . . :...:...: 345 345:... :... :...:.. :...:...: 345 24" 1NV 'N=E=. . . . . 24" INV S-�V=, 24"' INV N-1== . . . '24"' INV N-5= 345.58 345.72 345.58345.47 18" INV W= 344.61. 24" INV S= ....................... ......... .. ..................................344.58... ......... 42" FNV W= 48" INV N- 48" INV •E -S= 342.38 342.5.8 342.53 ................................... 340 340........................................ ............. :...:.... 340 ................................ ........................................ .............. 335 :........................................ 335 335........:.......:......................... ..............i.......... 335 NSTALL 30.1' .24" CL -3 RCP w/RGJ STORM DRAIN 0.0.10 - . . INSTALS 166.2' 24" • . - - . . . . . INSTALL 134.8' 24" � 'INSTALL' 94•.6' 24" ' _ • CL -3 RCP w/RGJ INSTALL 61.5"_ 48" STORM DRAIN 0 1.11% CL- RCP w RGJ 330 . CL -3 RCP w/RGJ :STORM DRAIN ®0.08% 330 330 • CL -3 RCP w/RGJ STORM DRAIN ®0.08% ' i STORM DRAW .@.0,087 . 330 14+00 15+00 16+00 10+00 11+00 12+00 13+00 STORM DRAIN PROFILE STORM DRAIN PROFILE 1• f NEER -� 00 O Q7 J V) h w 3 > U Ld o X ti �i Q C:)CL Lii C)Q 1: o z N-' Z �fY <N< !\► \ H L Li 4i 0 w zZ �i W I m w w Y W I`_ LL W LL O o a f NEER -� 00 O Q7 J V) h w 3 > U Ld o X a DATE 12/111/2014 PA JOB No. 13-2750H SHEET 0 E C o N OF 16 SHEETS ti Q C:)CL C)Q 1: z N-' Z �fY <N< L a DATE 12/111/2014 PA JOB No. 13-2750H SHEET 0 E C o N OF 16 SHEETS ti 1: v, 4i �i W U C^: z 0 Lu W � a DATE 12/111/2014 PA JOB No. 13-2750H SHEET 0 E C o N OF 16 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT M INSTALL SEWER ZN ¢O w ►-F INSTALL STORM DRAIN OX Ow DO INSTALL STORM DRAIN MANHOLE oU INSTALL STORM DRAIN JUNCTION BOX ,a, INSTALL TYPE "A" CATCH -BASIN - RIGHT-OF-WAY 360 360........+V) - EX S EXISTING SEWER SD EXISTING STORM DRAIN EX / - EXISTING EDGE OF PAVEMENT H 0 0 to N cq fl - 00 SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. LODEN DRIVE SEE SHEET 8 1 I I inn' 11 141 1 FUTURE TRACT 7246 (BY SEPARATE PLANS) I I I (FUTURE) HORIZONTAL: 1"=50' VERTICAL: 1"=5' BOTANICAL DRIVE (PRIVATE) INSTALL 160.0' INSTALL 55.0' 8" PVC SEWER ® 0.35% 8" PVC O SEWER 0 0.35% M ^ZN ZN ¢O w ►-F o al= � w OX Ow WW J O OW O� O Ory u') 04 �....//�� = a = UiN z tnw .M�y Q04 CL LL in co z Y + w of �+ S NN 360 360........+V) ......................A-0 N...... �................ ,z_Fn� V z W �N N •-to CV T N APPROX/MA FE DESIGN GRADE + �% O AROK N - -------------------=---------- 355 355:. -_,_----: :........................................ :...: 350 350........... ......................... INSTALL.10.0' L.F. 8" PVC SEWER ® 0.35% (PLUG END} . . . . 8" 1NV E_ 345:.. 345.30.. ....... ..........:...: 345 . . . . . . . r '1� . . . . . . . . . . . . . . . . . . . . . . �3 . 340 340 .................................. ... �.......,ti.......... :...: 335 335 ............. ............................................ :...: 330 330.. ............................... 12+00 13+00 14+00 15+00 SEWER MAIN PROFILE FUTURE TRACT 7246 (BY SEPARATE PLANS) � � I N I N I I OI cn - 3 \ �\ JJ �1 Ln I N / --------------- co I 12 ,iC� 3 N89'0 'SD"W In c ul o \ �- U I r?01. \\ \\ \\\ \ \ \\ i / o F- N OIJ \ \\ \\ \ \\ 0 U p 00) 00 ��P S _ oV)V)w o z QQ o0 Lci + cr P HASE oNcn (FUTURE) I I � I I oma. eX N ,- -- 4+1 0 14 VINERY WAY (PRIVATE) INSTALL 181.7' INSTALL 222.9' 8" PVC SEWER ® 0.35% 8" PVC SEWER ® 0.35% J� ui x z LJ N 0 \ \ ` J = J Oz 2 cD p z On M oco 4c6 rn— Mc+o w V) ME A REVISIONS APPROVED BYE r: '/�:,/ •rte FRED I.N. PORTER, R.G.E. NO. 33448 I 'w_ " DANIEL PADILLA, R.C.E. NO. U WLL LL W LLLI C-_ LLJ m J F-( UCL Wowa ZtnW u)ZU�- � m W U) W LLJ Lu F- LU of_~UF~LLz°-z aazUFzIxwz0 Ofvx)S W z0>i_ < U3 LL HO�Oz ,wujS2 Lu X=��o2�ZM W w=0==Lu-2a= a->>zzU w x a 00 0 0 W= W z O z a~ U Z r 0 Q WLLj OdU�(-)< o z z 0 a a 0 z O� Q zo cn0�o�npo-o W W>- >OUzxcnWX DW Zw'f WF -u)0 Q-_ o z W pZo � m oo§a�wozoa Z wZD*CnwoZ> O Ww. o T V HOU o Q W Q W- U Z U d �pwwwu-'_oz-< oaZa�Lu>o�o LL I- Z wF- z U) u) 0 z mra,zzzLL U- mo w w O w W w Q F- v U z o xzawww- z' O w OU O d t�u>W x�zQQOp F- aa0�o'waoz� W Q 0 O Z�� m Q M toWOCQ wZ��Oam QUdo wwoowz<u)>-U) oaF-oU0Wa� PRIVATE SEWER WITHIN PUBLIC R/W. CITY SHALL INSPECT. FUTURE TRACT 7247 \S c� (BY SEPARATE PLANS) INSTALL 209.0' 8" PVC SEWER ® 0.35% -N- HORIZONTAL: 1"=50' VERTICAL: 1"=5' 1 II ►-- II f-- R Lo IC�4� F -j uj oZ O roz = oz p s c�o� z z Q p � M O tM :2 00 cOcO pai ��� 360. L6 Ui ++ :....:....:....:....:....:.... w- t+Lu ................................go ........... �� �y ��I v� 360 N APPROX/MA TE DES/GN GRADE n : : : : �' yN ABOVE' SEWER MAIN .. . . ... . . ... . . ... . `y\� ... :. 6�`------------------- -------------------------------- : : : : ` : : : °� _ X< -------------- 355 ---=---------- : -.- 355 355 ......:....:....:....:....:....:....:.:....:....:....:....:....:....:....:....:. _--__�r- INSTALL 10.0' L.F. P .00% 6" VC SEWER ® 1 : (PLUG END) .350 350 6" !•N V E= : 347.76 . . . ... . . ... . . .. 6", 345: :....:....:... �•:....:....:....:....:....:............. :.................... �s . . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... ... 340 340 . 335 335: -.:....:....:....:....:....:....:....:... . : . 330 330: ....................................... 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 SEWER MAIN PROFILE DATE % < DATE Z 0 0 a � r_ w M 0 a0 x w OD qrM M U w {i. 0- 3 0 cr LL. 0_ L� Z O M 1p uul 2 1 � Lo Lu a w z o z og w W tY ui M O f/) 06 N X cl) VJ LL z Y � m C'4 W N M a) c) ,z_Fn� V z W () N c M T w F_ T N O O O N I 1 I I yh o CL W �U- \\\ W = Li Q z cj > w w 1 � F- 2 W i w WN wN :• LL aW Q LL a a 0000 �`SO a M J Q W _� U V O o� o'd of 3y EAT 12!11/2014 i B No. 13-2750H SHEF=T 0 E O Ln r OF 15 SHEETS L� 7 -2 1p uul 2 1 ki z og w W tY Q EAT 12!11/2014 i B No. 13-2750H SHEF=T 0 E O Ln r OF 15 SHEETS CONSTRUCTION NOTES LO d' N SO INSTALL SEWER MANHOLE SD STORM DRAIN STATION n M M © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION c cd X n - INSTALL SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ci o Lil Z INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. OD INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. rr INSTALL STORM DRAIN JUNCTION BOXCONSTRUCT 9.7± L.F. 18" ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER CL -3 RCP w/RGJ INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. STORM DRAIN ® 1.03% - - RIGHT-OF-WAY IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. - S EXISTING SEWER 00 n N NN Lo Lo a) rn P7 O 40' V) 5' S' m C) O w zo CONSTRUCT 9.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN CSD 1.03% Fn PLUG END II II 18 X SD EXISTING STORM DRAIN 346.59 \18 1NV 346 61 /r /r N -E -W= 18" INV EXISTING EDGE OF PAVEMENT CONSTRUCT 45± L.F. 18" 346.49 CL --3 RCP w/RGJ 8" SWR INV= It STORM DRAIN CSD 0.27% 342.3± STORM DRAIN SECTION ry N.T.S. CAMPUS PARK DRIVE SEE SHEET 5 U I� F- N Z 00 �r' n O� O) d; + O O2 N Lo O m Z Q M �w W N VI H C tt' r a 360:...:ay V) (n 355 350 :...:. 345 :...:. 340:... 335 N Z N Z qb ma ma CS O U O 00 r7 '4_ r rjFn cV U-) Lo toto JUBILEE LANE N 3 HOLLYBROOK LANE �2 3 SEE SHEET 13 (FUTURE STREET) -----' ' 10 130,11 1 i i I i 1 I I 5' 11 , ' ; ; I i sew };� , -,- FUTURE TRACT 7248 (BY SEPARATE PLANS) I ;_I; � I it (I FUTURE SEWER AS PART /11 1 If I / I 1_ w 1 �\ I OF TRACT 7248 PLANS ------- I ---------------- 1 ------ ----- J N �------------------------------'� �/ �// // No ----------- ---- 0 / \ // / •----------------------------- %' J r __ ------ 0 1 500'57'41 — N 1 — 14 M- - - 15 --------------- — ---- --- ---- - ----- --- ��� ------------------------------ ------------- C5 ----- --- -- - --- - -- -- — - ----- ---- '- ---- -- 05 (�IFnI I PM 12100 BOUNDARY U I w 00 O 10:9 Z Q NMO M of prycn W PHASE ^I U N C9 I� Z F -N M WJ _ Z UCL DU 0 0 :nom n�n� � M � M F i 3 +cn i O a::D 00 W O m Q OO Z 9 ui :tN 52 MAGENTA DRIVE INSTALL 308.3' 8" PVC SEWER 0 0.25% INSTALL 96.8' 8" PVC SEWER 0 0.25% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .INSTALL 895.18". . ' CL -3 RCP w/RGJ: STORM DRAIN 0 0.117. 330:................................................................ 10+00 11+00 12+00 13+00 SEWER—STORM DRAIN PROFILE 14+00 15+00 :JZ O c 10 Ouj .�.n O 2 ^14- Q 'Wt + o -N N HORIZONTAL: 1"=50' VERTICAL: 1"=5' �:...: 355 345 340 ........ 335 ........ 330 16+00 1 I 1 1 I I 1 I 1 I I i 1 1 1 1 / I I I 0) _ 0 5' S' 1*1 n N N LO n P7 0) J J zk ww m O w (3 zo INV=/ \18" INV= 4924" INV N= 346.59 I" INV S -E -W= 345.89 CONSTRUCT 19.7± L.F. 18" 16.39 CL -3 RCP w/RGJ 8" SWR IN- i^� STORM DRAIN ® 1.02% 342.5± STORM DRAIN SECTION nP N.T.S. PLI SEWER SECTION N.T.S. FUTURE TRACT 7247 (BY SEPARATE PLANS) ` PASEO PARK ,--' SEE SHEET 9 it IFUTURE SEWER AS PART 1 c;l 1 OF TRACT 7247 PLANS 46� cn - --t_----- - 1`�: X36,4 10+00.00--------------�- o_-----------�__- // �. Ii r i— I— °D — 1 12+09.16 , `i \ 4831'34"E: ---I - — _ — —-��—_ �- / �+ 5 \\ O LO in ------------- •• „ �------- ---�--B - IiC-4--------_-- _ 4n I I 1 U I� mz 00 Pri r - t0 n O 6+ moo w N REVISIONS APPROVED BY: I I B=RED W. PORT EP, H.G.F. NG. 33448 X 0° DANIEL PADILLA, R.C.E. NO, 67008 Z O D vi t - U I J N z O U nr- n O mw O Z Q V) CP H:A S~ E J' (FUTURE) U I� Z O OOi U :SCO Oi r- r - N + r-- N N N X O m Z O U Z Z3 C] (A SHADY VALLEY PLACE HORIZONTAL: 1"=50' VERTICAL: 1"=5' STORM DRAIN PROFILE U NOTE "A": THESE BOXES -GRATES SHALL BE ADJUSTED 1 m J ww`nW wzLLw PER PASEO GRADING "FINE DESIGN" BY OTHERS. 00 LYJ~O��LL Zaz 0- zUp:z- O TOP OF GRATE SHALL BE 350.90 MINIMUM PER (II 00 ±ALL �pOJ?C60 APPROVED DRAINAGE STUDY. 'Z p Z�~=UE W M < U UZZ >gQ�S)Ow COOw �OWOO �= X m Lil O U ON c3Z OO OZ ME ofZ O�O m OZ m ujoZOoZ "� Z :. 0 `j�Z O O �n F Z nn m00 U rn0 U 360......�� O ���' O Z 360 Z� 2 U OWZOZ=�ozz0 V+iO+i ..............•-•.-•--•-.................... NN . Mt+ ��N Vp(n U)'-N� a�cwn>¢Owcn�o cAwp=ZaUZ�tA 0 � O LL 2 H ILZ U W . .To. . AP )(IMA TE DESIGN GRADE. - 355:...:... w ABO i/E STORM DRAIN :... �s�,.: :355 Lu (.9 ') .... . ....:.................... �;�` _ _ _ _ _ _ _ _ ............... Lu Lu 0 =xsQxiO�wz� _ _ _ _ _ _ _ _ _ W w �\� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 / 350......... NOTE"A :...:...:...:...:...:...:...:...:...:...:...:... :...:...:...:...:...:...:350 w SEE- lL O a Q o a 8" INV= 18" INV N -W= 346:62: 344.46 345'...:.. ................. :.... 345 .......... .............................................. 36 INV N= 24" iNV *SW= 343.05 . 30" .INV.SEz 30" •INV• I.}W�SE= . •30" • INV NW -E=• X43.9 . . . . . . . . . . . .W 42"' INV S= 30" INV = 343.46 343:40 343:15 343.05 . 343.05 ' 340'...:...:...:.......... ...:........................................... ...................:........340 335.................................................................... ...........................:335 (PRIVATE) INSTALL75:0'• 30' ............................................... ................. ........ CL -3 RCP w/RGJ INSTALL 303.1' 30'• INSTALL 122.2'• 30" STORM'DRAIN 00.08% CL=3 RCP w/RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RGJ STORM *DRAIN ® 0.08% ' .....330 330 :............................... 9+00 10+00 11+00 12+00 13+00 14+00 STORM DRAIN PROFILE U pLL 020 o w 0 w 1 m J ww`nW wzLLw `J� z O 00 LYJ~O��LL Zaz 0- zUp:z- O _ co 0) LO Q a Wz�>�`na (II 00 ±ALL �pOJ?C60 w wgw ww=} Jz 'Z p Z�~=UE W M < U UZZ >gQ�S)Ow COOw �OWOO �= P � COQ - �!� 0 QmW uiw� W W cn-mZO Q0 06W=c ('� LL ww3:Ww2U)uimw "� Z cn zw N W aFxOzw�ZOZO. w0~Q�i�pzF=-' �; CO O6 W N co �w,LOp¢ Z N O I_ Z�O�p=U��w QwFQw��Zpa P1/ 3 L.j,� N mowwwwW-OZQ 0 W a NM W W Z� 2 U OWZOZ=�ozz0 r N a U F zw 0w liz F_ZU-U O "3: UZpW~wwOWLL O N a�cwn>¢Owcn�o cAwp=ZaUZ�tA 0 � O LL 2 H ILZ U W g O p c -' T 5 Q c� Z wz p U Cn w L F CZE"=>pJOtn R do' f W 2 W O w p ww w QWw �_ g L Lu (.9 ') u mWOWzJz0am Lu Lu 0 =xsQxiO�wz� F-F-pdF-UpccQ2 W DATE I I I I cr 0 a 3 inW U - co II CB 00 �d0 w ¢ , Q U w 0 o w _J V O cl U � I �_2 u� LLI U- ���\ si w c� w _ J u m W w �\� w I 0 w LL w r� lL O a Q o a II CB 00 �d0 cn a ¢ , Q U w 0 o w _J V O cl U � I �_2 II CB DATE 12/11!2014 PA JOB No. 13-2750H cn SHEET E 4) 0 a E 1-10 Ln � OF 15 SHEETS i V � I �_2 u� 3 �C si c� Z u Z D DATE 12/11!2014 PA JOB No. 13-2750H cn SHEET E 4) 0 a E 1-10 Ln � OF 15 SHEETS