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HomeMy WebLinkAboutNorton East Ranch Subdivision Ph 4 LEGEND MARK A. x 100.00 EXISTING SPOT ELEVATION CHANDLER > x 000.00) PROPOSED SPOT ELEVATION Na. 9518ES AF P EXISTING UG POWER BOX C E m EXISTING TELEPHONE BOX []U EXISTING UTILITY BOX t EXISTING SANITARY SEWER MANHOLE Sheet f of 15 EXISTING STORM SEWER MANHOLE C?�4 EXISTING SANITARY SEWER CLEANOUT - - - - - - - ? I u — ! ! — ! f I [] EXISTING FIRE HYDRANT N N �' I` r V `°"n �� lr� "'Vr v � w W - 1[@ l n. .:. d1d1V1 ly 3 ti U N a 'Ca F--© I•-••�n va l LOT 2 1i w �' / ''�'w- ........ 03 C?ao n Or O O 111 Ln r 0?1 w I � - I I p C � � n� EXISTING WATER VALVE �; �; J�; ,� J _,�; I s,�as sF — — i 0 EXISTING CURB STOP a' PARK] p � -�� `� — cc EXISTING POWER POLE -' — — o m ®_ cn to I rn cn r u � Q EXISTING LIGHT POLE — Uj ° r CMurs LU C EXISTING WATER WELL Oro a Om p r ...--.... �,",..-_jkn Jtf1 J"5 J uiPROPOSED SANITARY SEWER MANHOLE m `Lk x ~- _ _._ .r—� Z i QI rn m PROPOSED STORM SEWER MANHOLE — — — — C �n _. s - - PROPOSED STORM SEWER INLET O PROPOSED SANITARY SEWER CLEANOUT FLIS�R f U PROPOSED FIRE HYDRANT — 1 F a 3,64C1 S I I"ri od 1 w PROPOSED WATER VALVE � s.. I � ,� � „C4 In � ,� � ,� '�; � � � PROPOSED CURB STOP c,Lq , , �, � J J o I �' - p . ,r4,3 �` __. ,._cc 3q�sa S� I I S eri cc f m �i L6 L vi u� �p- '—,.. - j ..... _ € t � PROPOSED LIGHT POLE � � — —. x LRalf 1 LOT 2 LOT 3 ,ti �. p ! w PROPOSED WATER WELL 9,900 59,374 SF t I i 0 � � P /3.p33 SF TRAFFIC FLOW , f _ .^ 1 "--_. -- Co — �i — — z , f L 33 S SP ON P � PROPERTY BOUNDARY LINE — — —o I OT 5 2� LE = I SURROUNDING PROPERTY LINE SETBACK LINE K — — — — EASEMENT LINE j I` ;LOT �CC —x —x—x — EXISTING FENCE \\ x j --�- I I �` i i 4,027 s 11W-- OHE EXISTING OVERHEAD ELECTRIC LINE I �]R� a �', LOT 3 OT 4 LOT LINE 'S S� �,' 5.9.38 i SF I 59.977 SF 3,033 UGE EXISTING UNDERGROUND ELECTRICe�,P LOT/8 cas EXISTING GAS LINE ��_-- I ;4 i ` I -s,Q, SF — —� — �� ARRROWROLTQENCHMART ON HYDRANT ucT EXISTING UNDERGROUND PHONE LINE _ l .:! E OoT7 V) EL'EV.=4,817.96 (NAVD$8) w EXISTING WATER MAIN — w._ — - - �s EXISTING SANITARY SEWER MAIN s w « ---- _ ____ a ev a w ~' '` .,, °•w �"w.- ! s,' i ..�, $��. $,.�, - sew s,.,�— �__�- io" s-` 1o"sS 10•°S�- ao"ss r._r I _ -- s'ss sr -----•..- EXISTING STORM SEWER - � � . � _ ;�_. - - -,--� -- _ - r • / l - s PROPOSED 8 WATER MAIN - — — — -- — — — — -- - _ s'°ss PROPOSED 8" SANITARY SEWER MAIN DT or DT DT DT DT DT C J _ T w W k. sT PROPOSED STORM SEWER -'� ¢ SPACE O OPEN W W W xy W ucE PROPOSED UNDERGROUND ELECTRIC LINE 6,000 5� cns PROPOSED GAS LINE __ i 3 LOT 2l LOT 3 OT 1 LOT 2 ,p ucT PROPOSED UNDERGROUND PHONE LINE # 50,970 SF — ` 3a.e sF 3a,e55 F 46, 45,472 SF� ..... ( PROPOSED SWALE/RETENTION POND CONTOUR �� 4 PROPOSED CURB AND GUTTER C BENCHMARK BOLT ON HYDRANT SW COR FALCON & WATER LILY j ARROW ELEVATION=4,817.96 FEET (NAVD 88) LEGAL DESCRIPTION y NORTON EAST RANCH SUBD., PHASE 4 LOCATED f � IN THE S 1/2, SECTION 9, T. 2 S., R. 5 E. OF P.M.M., 4 4 CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA + � SPECIFICATIONS ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY REFERENCE: 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUMS (2017) Scale In Feet R 3. CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATION POLICY (2017) OVERALL SITE 100 0 100 1 GENERAL MOTES C1.0 SCALE: 1"=100` 30 0 30 Scale In Meters 0 1. NO CHANGE: OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN F ENGINEERING DEPARTMENT. 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 44 ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE Twff 7- ENGINEER. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. " 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO - BEGINNING CONSTRUCTION. � •-� 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS WITHIN THE RIGHT OF WAY. _- 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA ' REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS ,- � • •�` �° � " ' ' ` � DRAWING LIST EMPLOYEE7. PROPOSED AND ANY SITE GAS, ELECTRICAL NANDCION PERFORMED BY THE ENGINEER. COMMUNICATION 00 LINE LOCATIONS ARE APPROXIMATE. FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF 1 C1 0 COVER SHEET APPLICATION FOR SERVICE. � C2.0 FALCON STREET ROAD & SANITARY SEWER PLAN W._ GOGK ST. 0 d C2.1 SOUTH RELIANCE AVENUE AND LAUREL PARKWAY ROAD & SANITARY SEWER PLAN E M , s z C2.2 POND LILY DRIVE AND WATER LILY DRIVE ROAD & SANITARY SEWER PLAN j , � C2.3 LAUREL PARKWAY MEDIAN & STRIPING PLAN r C3.0 FALLON STREET WATER PLAN C3.1 LAUREL PARKWAY WATER PLAN a` C3.2 POND LILY DRIVE AND WATER LILY DRIVE WATER PALM - ` C4.0 STORM SEWER PLAN Issue Date. f%2+6120 f 8 C5.0 PRIVATE UTILITIES & STREET LIGHTING PLAN C6.0 OVERALL SIGNAGE & STRIPING PLAN kN C7.0 CIVIL DETAILS C7.1 CIVIL DETAILS C7.2 CIVIL, DETAILS C7.3 CIVIL DETAILS ASmBUILT VICINITY MAP 08/07/2019 �'o SCALE: NTS #161140 I �/ ✓ I 1I1 LOT 1 Lill I 1 I I "{ 59,900 SF I 59OT sF LOT 3 3,033 SF II LOT 4 MARK A. I 3,033 SF I E CHANDLER I I I -- _ ;I n No. 951$ES I I I i s LOT 5 ?'9 41C E IA O f { 3,089 SF I I I - - - f F, a I � i W�l I I I " I J Sheet 2 a,f 15 SSMH 41 (48 ) STA 18+27.91 (5.50'R)= J - 1 Ida I I LH POND LILY DR STA fi+94.94 (5.5Q`R) I I $ -- U m m E 1 j RIM:4814.16 ` LOT 6 30' WIDE PUBLIC UTILITY EASEMENT TO I l FL IN (W):dT (8")4806.88 n `�� ; 4,027 SF p7 07 rn BE GRANTED BY SEPARATE DOCUMENT P�pS i FLFL IN OUT (S)."' W)4806.88 m C Y. r v l I I ( ) (8")4806.68 - - > .9 l 3 c I N CM co c y ' o LOT 3 I I LOT 4 LOT 7 E I I Y 59,388 SF 59,977 SF 3.033 SF I m c 3 {� • ISSMH 4A (48") STA 5+19.44 (5.50'R)= S. RELIANCE AVE STA 0+50.64 (5.50'R) 1 j LOT 8 RIM:4811.60 FINAL RIM ELEVATION NOT SET AS OF 08/07/2019 U I; SSMH 4H ( 8 ) STA 16+14.13 (5.50'R) l �3 g o,Im I , w�n f�R SSMH 4B 48" I IA3 19+28,9Q �, Ln FL IN (E):�0 (10") 4797.45 ( ) STA 7+82.71 (5.50`R) RIM:4815.78 I FL IN (S):" (10") 4797,45 R1M:4812.56 FINAL RIM ELEVATION NOT SET AS OF 08/07/2019 I �. � INSTALL ADA RAMPS PER DETAIL FL OUT (E): (8")4809,92 STA 17+15.9Q EXISTING GRADE AND-7 _ - 3 C7.2 OR 4 C7.2 TYP. BEGIN CROWN TRANSITION D CROWN TRANSITION 0] m c FL IN (E):^'n,,-�R(10") 4798.68 • I • / f ( ) FL OUT {N):A94$ (1Q")4797.25 a�nQ cc1 1 INSTALL ADA RAMP AND 6" SERVICE fi" SERV r FL OUT (W):,-r�R (10")4798.48 5 WIDE SIDEWALK I I 16+26.13 LOT 9 M a r tvn ( ' 138 OO�L1 + 4,107 SF 0 1 i IhISTAL U GUTT - - - --- - - - - - - - - -( ) - a - - - - _ - - DETAL � _ - --- - _ R 38 00 L � ,� U i- - _ C .... EL EC - EIEC LEG ELEC -- ELC EEC - . 12 ALL-WEATHER INSTALL DOUBLE GUTTER � --_ _.. -. _...._ _.._ � � - - _ ACCESS ROAD PER DETAIL 2 C7.2 �1.9r . ' . j s r �_ -. - - j: ___ - -- �, - 4 _ W.__- r r _ - - -- __. _ � VGE o 0 0 } 1 "w i > "w33 - a w -6O w o �",+v _ s"w r' a w s w 8"w 3 ¢�6�- 5'w s w a°w _ 4a Q I toss 1c�'"ss 1D'"ss ta"ss 1a'"ss 10"ss �- 1C"SS tom 1 s ;_, � TBC TO TBC �� "w w R -N r ; z FALCON STREE �' 7 - FALLON STREET [FUTURE] d � r STA 10+34.1 C12.42 END OF PAVEMENT - - ' ;.. ' - r � y I - - - - - - // ...._ ELIJ r DT DT DT DT DT DT DT DT DT t?T DT DT DT DT L T - .w - " -- GAS - DT r_ r c' _ _ - ..J _ GASH• GAS AS T - T iI DT DT DT DT DT D T DT DT �T C7'f DT DT DTR T DT DT DT s E�EICF s 60` WIDE PUBLIC STREET - � i G ( 4 - AND UTILITY EASEMENT EXISTING DRAINTILE r l ` STA 12+13.56 INSTALL ADA RAMP AND (38.00'R} (38 Qd'R) (38•d0 INSTALL 'DOUBLE GUTTER PER DOC. NO. 2269582 REMOVE ABANDONED CONCRETE SPRING END CROWN TRANSITION BOX. APPROX. DIMENSPONS=5'WX7'LX10'H 5' WIDE SIDEWALK PER DETAIL 2fC7.2 I j COMMON OPEN INSTALL DOUBLE GUTTER " ! SSMH 4C (48") STA 11+04.18 (5.50'R)= SPACE D3 PER DETAIL 2fC7.2 INSTALL ADA RAM ETAIL I LAUREL PARKWAY STA 6+94.89 (12.50'R) 6,000 SF I 3/C7.2 OR 4/C7. P.) I ; RIM:4811.81 ,I I FL IN (N)�4` (8' 4800.19 FL IN (s):4aae-3#- (10") 4800,19 3 I BLO FL OUT (W):4•E3F,34.�-4- (1 Q")4799.99 � I � LOT 3 LOT 1 60.970 SF 31,LOT 1 G655 SF 31,655 SF ' 46,020 5F STREET NOTES 1. ALL CURB RAMPS SHALL BE ADA COMPLIANT AND INSTALLED PER C,O.B STD. DWG. ., NO. 02529-8 OR 02529-8A. GENERAL NOTES ' 2. INSTALL SIGNS PER C.O.B. STD. DWG. NO. 09810-1 AND 09810-4. SANITARY SEINER NOTES scale In Feet 3. INSTALL DEAD END BARRICADES PER C.O.B STD. DWG. NO. 09810-2. 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND C.O.B. 50 0 50 4. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS, COMMON 1• SANITARY SEWER MANHOLES SHALL BE E RIM LED PER C.O.B. STD. DWG. NO. MODIFICATIONS TO MPWSS. SPACES AND PEDESTRIAN RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE THAN O3 WHEN THE DISTANCE FROM THE RIM TO THE LOWEST INVERT IS GREATER 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL RESPONSIBILITY OF THE LOT OWNER. THAN OR EQUAL TO SIX FEET. WHEN THIS DISTANCE IS LESS THAN SIX FEET, BE OPERATED BY C.O.B. PERSONNEL ONLY 15 O 15 INSTALL PER C.O.B STD. DWG. NO. 02720-4. 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF Scale In Meters 5. SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE 4" SDR 26 LATEST EDITION. 24-HOURS PRIOR TO BEGINNING ANY WORK. ��, Contour Intervals: 1 Foot 6. SEE SHEET C5.0 FOR CULVERT AND SLEEVE INSTALLATION LOCATIONS. PVC INSTALLED PER C.O.B STD. DWG. NO. 02730-2. 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 7. UNLESS OTHERWISE NOTED, ALL CURB RETURN RADII ARE 15' TO TOP BACK OF 3• INSTALL DEEP SANITARY SEWER SERVICE LINES PER C.O.B. STD. DWG. NO. CURB, 02730-3. 4 �,�. h° 1 8. UNLESS OTHERWISE NOTED, ALL SPOT ELEVATIONS ARE TOP BACK OF CURB. 4. INSTALL IN TRENCH PER C.O.B. STD. DWG. NO. 02221-1. 41�� X°` �' �L' a`� 9. CONTRACTOR TO BACKFILL BEHIND CURBS AND GRADE UP AT 2% FROM BACK OF CURB TO EDGE OF UTILITY EASEMENT- TIE INTO EXISTING GRADE AT 4H:1 V MAX. 0����� $� �� �� �,,(b N' oro��$ *+ c� 0 w X 0" Cp cb, z A �1�,.� �d�g� ���poi$ �\ `\0 �a�1 off` . g� $� �,• HIGH PT STA: 16+1 1.86 L. $ $��,"� $�$ c-ti •5. HIGH GPVIP S A 16+24.14 T ELEV: 94 r ''© Cq Ac >x x Qs $ \ 4825 _- % - ;�F�$�y$ `Q� ��p 1 '�'0 HIGH P STA: 12+60.2f PVb :5[]0016.2Q -��.. NF 825 b` �°�E q'� �0 HIGH P ELEV: 4813.3 L� '� C:104.09 � e+o + PVI TA:12+13,58 II rn ¢ �, PVI tLEV:4812.93 o n co C` + a [ K:86.71 ni Uri to ui II II i N rn + LVC:93.24 +00 +m ram' "� „s a w co Cn ao r�; $ \� \ ._.._ v)n' r fl 00 co co n 0 ri ram; qt 4820. . tiD-L� �c- - ►� -.m _ _........ _ tl d,o._... c.i,,, r _=Lei .- -sc r � 820 �,� ` - I ¢mom ' c`s'a` ter' c'i __ � ¢ � � ll If cn W r t31 +co +s0 � � m m O 04 it F o II �cLd t , Yam- r w� �Ld +� c9 w m 11 EXISTIN GRADE _-d CROWN CROWN 1 0 w m w °° m TRANSITION TRANSITION 4815 - - I ll....___g?d II PROPOSED GRADE s - -0 50%ff-48 15 lu 00 Q 5' MIN ® � � � � � � ____ � • `- - 1�799; �_ .� -`` � - � � GRADE BREAK STA = 18+22.41 COVER I ELEV = 4814.27 STA 19+2890 -�.©Z� � g89 1,87 � j TIE INTO EXISTING - GROWN 1 481 - I -�- _.. ._ --. , TRANSITION T. 2I Q' 4810 . II I 0f 8 PVC DR_ I 1.459; 5 C (3) 126 UTILITY CU LVE TS I ROPOSED WA EXISTING D INTi ]MAIN 4805 - _ - ` 4805 I I I 18" MIN. . .......__ 48() - 3 7' a -f 0"�FVC�SD 35- --I}:4i 4800 -0,4Q% LiiI 259' of 10" PVC SDR-35 0 I - PE A BACKFIL 4795 - - - 795 ,�j u� n Q h] N} tF7 coCJ n 0 �1 0 N tI? 0 aI} � �1 N n N CO N N n r N c[7 ro n 0 n � CO od O0 `� ��0 � N lrJ N r7 ao n to (V cD O d 00 cv ua to cc CV Ln C" O (0 ---s --r Cv Cv C-i c_v c'i c_v �v c i cv c i ? r1 i �r r i I LEI w r r M r N r r p 1'r} r 'd r �1 1j} _ Lf7 Ill Ln - �_ d r r 'r` r- r - r-• a-- r r r r r r OO 00 CO CO IX7 OJ 00 00 0o CO 00 00 OC] CO co C0 COco CO GQ CO 'cc)t 03 CO QO C D e} d d- d tt cfi �$ OO 00 OQ 00 Op 00 e1 00 `00 1- 00 d 0t? COOa � 00 j OQ tlC3 co OQ It M OC) :0d 0Q -..._........................_ -i._._....__ .-�- .. I ...................................I............_.....................i.................. - 1....-......_;.._----_ -._................................................._...i................._ _..._.: .� I- 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 Isme Date: l0/26/2018 1 FALLON STREET ROAD �& SANITARY SEINER PLAN AND PROFILE C2'0 SCALE: 1"=50' HORIZONTAL, 1"=5' VERTICAL ASmBUILT C2mO #161140 CE i I ..._�_ MARK A. a CHANDLER � � Na. 951 8ES - - � ,a �CENS v EXISTING W DRAINTILE LIU ` J rn I r�,n C Z oko SSMH 4E (48 ) STA 4+55.25 (12.50 R) I 0 I SSMH 4C (48 ) STA 6+94.89 (12.50'R)= " I -- sheet 8 of 15 a o RIM;4$15.3fi „J kn FALLON ST STA 11+04.18 (5.50'R) SSMH 4D ( 8 ) STA 9+30.31 (12.50'R) I _.A rr �� J vs 4 o n z n,� p FL IN (s):�94(10") 4803.85 I ¢ I RIM;481 1.81 RIM:4809.8 44r__ f FL OUT N :488?r74 10" LL FL IN (N):•4800.3 (8"} 4800.19 FL OUT (S) (8") 4801.22 `� m ao E 60` WIDE PUBLIC STREET ' 4._._ ( } { ) 48D3.65 r FL IN (S):"�'�� (10'°} 48Q0.19 s I r rm. 0 AND UTILITY EASEMENT - I �,,,, , , " c s C CD - I-- -I REMOVE ABANDONED CONCRETESP ING FL OUT (W)�T (10 ) 4799.919 - r• PER DOC. NO. 2269582 ♦ I C a0 , J I BOX. APPROX. dIIENSI0NS=5 WX LX [}H 0 � G r p -, �, r�t INSTALL DOUBLE GUTTER - all m a r�+ o st �i PER DETAIL 2/C7,2 - u _j _ t �' I tn SEE 1/C2.3 FOR DETAILS d �'J - - - -- ., �� Q 3' SANITARY SEWER ON CENTER MEDIAN I - n -- _... GAS � m � STUB AND CAP _. ..� �_. - was CA - _ _ � � � m . • � I � STA 10+84.51 � � I I EX, SSMH 6 (48") STA #+70.8�(5:5ff'R)-- • • I �7 TIE INTO EXISTING Ora (D EXISTING EX. RIM:4805.44 DRAINTILE " EX. F . IN (S):4795.56 (10"} I ,n • , P- - L R L Pi�1RK Y s u,=„- = � ai l --r.... ... _ SSMH 4K ( 8 } STA 1+98.43 (5.50 R) " I �-r� � • - �....,... = t�- _ tz'4a ..... ., ��,y... o � � d RIM•4809.40 FL UT (N):4795,33 n(10 ) 3O 4796.6 TY 7 FL IN (S):4796.81 (10") 0 p o . , ':6 _ ;O;VM.. a� i.. pJ U C 4796,47 FL OUT (N).� (10"} *:. CONNECT TO EXISTING 10" SANITARY ' „per_= 1 ,� E"� _ ` ` +�°' m m I SEWER MAIN. CONTRACTOR TO FIELD �- ---- �_ f �.. � v�..� I � w r a ra VERIFY DEPTH, GRADE, AND ALIGNMENT. L • -- N� - -- ,� • _ -+ 12 ALL-WEATHER -... ACCESS ROAD --- -. . .. -- -�._ ,,.; . - �. �• --- -c: •- r�tc ....�_ L... •. 8 3' SANITARY EWE I -LE STUB AN CA -` I _ - - �- �.. �_� - tL �6_--SERVICE,DEEP - - , L ' -- .-- -- i �' - ._ _ 6-...SERVIGIL Q€E�_ -_� S3#- RV1E _ t3 - o I o `n S:-R � N� 9Q' WI P I T -��� -- " - +42.28 � J{) - -7+44.37 (53.Oa R) 9+25.31 SEE 2/C2.3 FOR DETAILS +�_� _ - _� t ► t •, t�aSs �I. �� s DE PUB S REET W.._ r (53.00'R) (53.00R) ON CENTER MEDIAN Iowa1D"SS� `o AND UTILITY EASEMENT INSTALL TEMPORARY 53 00`R �� INSTALL ADA RAMPS PER DETAIL 6 SER ICE I, - PER DOC. NO. 2269586 20°X90' ASPHALT r • Fp I 3 C7,2 OR 4/C7,2 (TYP.) 9+2 .31 r I / (53.Q 'R) c - � HAMMERHEAD TURNAROUND I� 30' WIDE PUBLIC UTILITY EASEMENT TO - -- - - ! w BE GRANTED BY SEPARATE DOCUMENT - � �`► INSTALL DOUBLE GUTTER PER DETAIL 2 C7,2 m / I c� U SSMH 4A (48") STA 5+19.44 (5.50'R)= p N z S. RELIANCE AVE STA 0+50,64 (5.50'R} -0� ! O I �, RIM:N(E):0 " � � FL IN (E):"�;a {10"} 4797.45 I W FL IN (S): (10 ) 4797,45 - - - p I G w FL OUT (N):A7797.40 (10")4796.25 Z 12' ALL-WEATHER a Q ACCESS ROAD -' I "' LOT 1 a I I p I J I 60,970 SF I LOT 3 LOT 1 � E 59,388 SF 59,900 SF Scale In Feet 50 0 50 Scale In Feet 15 0 15 50 _ 0 50 �,, Scale In Meters ham Contour Internals: 1 Foot ,' 15 0 15 4830 - �`�-�-}----._.-. _ ..._ _ .... _._....__�� .._ _� ,� -�^� - 4830 b� L' Scale In Metersti �© ,�. o" � �� ti`' ��, >x� Contour Intervals: 1 Foot r" ��' �,° L'`, 1 `� r► C.2 �1�� Nx � 1x1�� �� ��� �O1 Dip `l �1 �P a,r o1 G7 +1 L �'� xo' ti A Qy� �� L . P o°c' .L_��' as �g a ;b z 4825 �.__-ti - .._.... .-...... _ �......._._._. X -�� o$-. -4825 ix G o? �°` t� lC' 4815 .. _ _.._. f_......_.....•_________ _� _....-._ _._ � �© �, g`�' --......_.._.. -4815 482 - - -- - _... -- - _....._ -� ........ . _ �.__ _.._ 4820 1co 0 GRAD BREAK STA = 6+99,56 +_ R --- �, ELEV = 4812.06 cr a nt EXISTING GRADE I _� w II ►¢ II i _ -_... `_; __ - -. IR . ......... ......... - -- - - -- - - ..-- - --.-- _ - _................ ...--- - --- -... - ao 4810 ...- 4810 4815 L _,r 815 '. --�. - � �coo Y C Ln PROPOSED GRADE Co m II i of -0, 0% o m r -- (3} 1 UTILITY -�-- w n I� �-- ULVERTS -- _ -1.02 f E ISTING GRADE a _._ - ............... -._ -..._.... .. ........ ...... ........ .. ...... ...-___`___..... _.___`__ _....... _ _ _w__... _.._. 4805 _ ___ _.....�...-�-_��..._..___- _._.�__� ___ _��--- _ _ _.__ 4805 4810 , -- - -- - - - _.__ _. _-_.,. _� � - - - - --._��481 O ? CO ER I --__ CONNECT TO EXISTING 10" SANITARY EX, 258' of 3 12-UTILTY STA 10+84. 1 PROPOSED ATER MAIN 5` IN.SEWER MAIN. CONTRACTOR TO 10" PVC SD -35 0 0.61% ( ) CULVERTS TIE INTO EXI TING VERIFY DEPTH, ALIGNMENT, AND COVER 4804 - E�EISTING-GRADE OF sTU6 _ _ _ - - 7--4800 4805 __W.___ _ !.._ 4805 r4 INSTALL 10" EXISTING d INTILE r� INSTALL CAP 1 -0.40% CAP I 236' of 1' 1.40 44 of 10" PVC SDR-3 ' $fig; -0.34% �'VC SDR_35 1 " MIN. 146' of 10' PVC SDR-35 g q ` _ ..' �--- . _._ J -0 3' of 10" PVC L 3' of 10" PVC _ 231' of S" PVC SDR-35 ® y SDR-35 0;40% SDR-35 0 I0.40% 479 " - -4795 4800 -; _ 4800 EX, 122 1 10 C SDR-35 � a I I TYPE A BACKFILL TYPE A BA KALL 479 --- ! - --4790 4795- -0 795 w cD 03 a) `1 r►] 0000 N R I r- "� K 0 w � �� 00 "7 © I` rr} L � 00 C`} p r eo cq � � �) t[? L °0 p N � d p L 0 w LJi.I - Ca C] m7 a� r- cQ ci [[ -� i �n �t r�7 0 co_ [7s CTl c0 OC7 r� ci] [C] (6 w LtiJ Ui ►') N N i-- C7 C] rn c3� 00 I'- c7 0 0 0 O C7 C7 r (; C) C3 C7 00 a) a7 qp ' cX' av, `x' `� ors oQ `' o Ulu C 7 ay oca a] cb as `z' ac' oo Co14- y as ca rx' 00 po a as a7 00 00 °Q 00 a� as 0+50 1 +00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 4+50 5+00 5+50 6+00 5+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 Issue Date: ,1+012612018 1 SOUTH RELIANCE AVENUE SANITARY SEWER PLAN & PROFILE LAUREL PARKWAY ROAD AND SANITARY SEWER PLAN & PROFILE GZ 1 SCALE: 1"=5 HOHORIZONTAL, i"=5' VERTICAL C� 1 SCALE: 1"=50' HORIZONTAL, 1"=5' VERTICAL AS-BUILT C2ml 0810 712+019 #1 51140 j EXISTING a I I I MARK A. DRAINTILE +I _.:l - .__..... I CHANDLER c ALLEY LOT 2 - _t - { Na. 9518ES LOT 4 I _ 45,422 sF J L 59,977 SF LOT 2 ............. -m I �y ZacENs�o a n I 59,374 SF :, ALLEY l I 0 t' LOT 3 �I' ,; SSMH 41 (48") STA 6+94.94 (5.50'R)= ( �j I EXISTING 31,655 SF FALLON STA=18+27.91 (5.50'R) SSMH 4J (48") STA 9+10.71 (5.50'R) W c DRAINTILE I k I RIM:4814.16 RIM:4811.32 a: I I w T FL IN (W):487 (8")4806.88 FL IN (S):4804.20 (8") INSTALL TEMPORARY 90' o FL IN (S): 7- (8")4806.88 FL OUT (N):4804.00 (8") I I ASPHALT HAMMERHEAD SSMH 4G (48"} STA 4+55.79 (5.50'R) sheet 4 of rs SSMH 4F (48 STA 4+55.44 (5.50'R) a O } RIM:4817.82 -+ FL OUT (N):4868:8 (8")4806.68 i TURNAROUND RIM IN (S 2Q INSTALL DOUBLE GUTT FL IN (S}:-0�1-1-8Er (8")4811.70 I m FL IN (S):"rv,; �(8") 481 i.40 • m: I STA 10+14.31 I FL OUT (� i6 (81811.51 I I I E 20.0' FL OUT N :""'ro, 8" 4811.20 PER DETAIL 2/C 6" SERVICEBEGIN CROWN TRANSITION 6„ SER IC J e- o - ( ? ( } + 896.26 1 Q+75. 4_ 33.0' TBC 6" SERVICE 6" S` RVI rn Y - TBC R=15' (TYP.) (38.0Q'L) (38.00' }� 57 6+ 7 I TALL DOUBLil GUTTER in p` n� ® -_a3.0�BC- - sl c. yro� .... _.. - s +37. _ 0 TgG.__: c ' I R DETAIL 2 7.2 r- ao °' 1 1. (TYP.) .7 t . i 15. 8 m n • �a..}� 3� . I ¢ - o • ` 7 WATER � '" EXS)EMTTING CURB F � Uj o �' - R �„w -L VE -- = �„ c� `0) a w _e�E9; �; E3 sb W w 7�3s#"+ '� di _ r . • 1 If 77 I • �XI�T NG ^ m wl � ' ' II 3 • � o� 2 F" SERVICE 6" S R V .1 �'As0 in SSIVTUBRAND CARP z._ _Li EX6+35.4+1 �i+ - n " - _ ._ -- - 1 .18 MH�---1A-(48")-:STA 6f. .5.6 5.70'R) (D60.0 R.O.W. (38.00'R) (3 pSERVI E 4" SER CE4 SER CE 4 SERVE 4" SER CE4" SER CE4„ SER CE4" SER CE 4" SERV O.0 RA.W. STA 5+93.67 RI :4815.94 a 3' SANITARY SEWER 7+64.27 8+00.5 8+33.8 8+75.43 ' 9+41.8 9+75.3 10+08. 10+42.01 10+80,3 i 21 �0' BEGIN CROWN TRANSITION FL IN (S):4810.12 (8") r- o " STUB AND CAP (38.00'R) (38.19' (38.06' (38.00'R (38.00' (38.00' (38.00' (38.00' I(38.00'R EX~ S MH �2A (48")I STA 10+95.07 (5.88'R) INSTALL 6 WIDE, 6 THICK � o � t IN TAL AD RAMPS PER DETAIL 3JC7.2 W INSTALL ADA RAMPS PER DETAIL LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 RI :4808,30 SIDEWALK ADJACENT TO PARK W 4.107 SF 3,033 SF 3,033 SF 4.027 SF 3.089 SF 3.033 SF 3,033 SF 3,033 SF 3.640 SF ! Of 4/ 7.2 (TYP.). REPLACE ANY 3/'C7.2 OR 4/C7.2 (TYP.) i n I FL INI (S)4803.26 (8 ) I D {IG MPS THAT MAY OCCUR INSTALL DOUBLE OUT ER a INSTALL TEMPORARY 90' �, FL O' (N):4803.16 (8") INS AL>= I D RING CO STRUCTION. � � PER DETAI 2 C7.2 w ( a ASPHALT HAMMERHEAD I � � [ � G �'EL T TUI�I+IARQUIiD I --....- I L w Q I s [ " 64 I STAL 6' WIDE, 6 THICK , 1' l PARK w SO EW LK ADJACENT TO PARK _' - 35.811 F w w I INSTALL 5° WIDE w ALLEY I CONCRETE SIDEWALK LOT 1 � _ --��-.. �....... I�I 46,020 SF =- �.� - I!I � A Scale In Feet �1 50 0 50 Scale In Feet 50 0 50 ` I� 00. 15 0 15 ICI Scale In Meters 15 0 15 Contour Intervals: t Foot Scale In Meters Contour Intervals: 1 Foot Q tK Lam' �Q r Dad Dc� Gj��'1 `� '4 1x� `h' `b x°y N �$ Ox 4$3 °c '. •� ,_._� s,�._ qp� ._. ._.._..._ R 4830 -_ ..... ��1•�a�, c7. x"1� it�fb�C,ra p.0• �" Gib 1 rOx i r 4$2 ` `a�,�._�a.. _. _. ----- 4. - - ,: �,-.QJ. ..... _4825 Q °c Co z tK a ���, I o o��� 483C3- �� �� _ Iri . ' 4820 II _ ....... ........_ �. I°-. _..�_:_....... - .._ . ..._ - -4820 �`� �� ©J + na 14- C _ m.. w Co z --_ r 4825- _ �. I -,- -4825 caw II 1 Yr m �` ; 00 4815 _ - ---__. __. ..I. _ _.____. ...__....�.....�...... _��-4$15 � �¢ �� � Ln� Ln i.013; 5' JIN. (3) 12" UTILITY A`� ? EXISTING RADE w II d STALL 8" CO ER YO CULVERTS I °p m m -� EXISTING GRADE tr a PRQPOSED GRADE 0� PROPt SED GRADE.... __....:..__._ II M•� Q CAP a_ m 4$20 ---- __..._ ... .._ r 11._. i4 11 4a LaJ w wn LaI 4$20 STA 1 Q+88.45 -0.85 � w °�i �1.55x E - 4810 36' of- -- TIE INTO EXISTING o� I__4810 c w c7 La] c�w - _ .....�... .-._. �- _- "- ." -�-,. PVC _. >�.._.._._. s ----- _.... r w-r 481 O D'--35 I 1 8 CULVERTS -� `` 1'7 2. `rl► I� 3' of 8' PVC I -_....� �CR�WN- SDR-35 0.40% 18" MIN. TRANSITION I 4815 -MIN CIS wN I ' 4815 ..E INSTALL 2" THICK BY 2 ' LONG BY 4' I I I CQVER TRANSITION 1 21 9 of 8 PV S(}Iq_35 i E I! STA INSTALL 2" THICK BY 28' LONG BY 4' __ --- 1. 9 FOAMUE RIGID FOAM SU VTI�E U INSTALL 8" F AM INSULATION. IN S 4805- �._ -_........_.�...... , . CAR._ .. . ._. R APP.RO....E _ QUAL.. ........ ......... 9. ..... ...... ....}......4$05 CAP WIDE RIGID USE _ --..__._..... a _. I _ _.. jOAMULAR 600 ( R APPROVED EUAL. I PfOPpSED WATER CAI EXISTING bRAINTILE N 167° of 8" PVC SDR-35 0 0.41%I - _ 3.:' of 8" PVC 213' of 8" PVC 5DR-35 SDR 35 0.40% PRO�PO 4810_•____ _ Eo-WATT -MArIv 4810 WATER MAIN CROSSING EXI TING DRAINTILE I CONNECT O EXISTING 8" SANITARY SEWS w" CONNECT TO [STING 8" SANITARY SEWER 4$00-... _ _....__ __ .._...._ _.... - MATN _. _ - H - - _ �..�. _4800 1 CO TRACTOR T VERIFY DEPT MAIN. CO TRACTOR TO VERIFY DEPTH, ALIGNMENT AND EXISTING GRADE OF STUB ALIGNMENT, AND EXISTING G E OF STUB. " I TYPE A BACKFIL {N 4$0 __.... .... .. ._._.. ,.._ _. _ _._.. -_ 805 EISTING SEWsTU� TYPE A BACKFILL w 00 I o000 � � rn 0 to In � 0' � 0 4795.._ a_....._ .._.W... ....... . ._ ......_...................... _......a.......Y..... _ .....____.._..__... _......_d .............. _. _ __.- _m._ - _ ....._..._. ..__ --- i _._.... -----4795 w w 06 no a0 oo r- r: � � `� � `� cd 6 r^ s- r r r r W 00 N I. L p ate, �V 00 � N � n y a 0) � N � L17 R r- � 0 �I n [V [p � 00 L7 C7 � 0C► � 00 � W � 0Q � co � 0R Co CC] C!J Ci7 Lt} p } [y f . -* . Lp 00 r n Lf7 r W w w oa n w L6 st r� to CV � � c) [� 0 rn 00 00 °� r• � I I... . 1._. � _. cz] r 00 T 0(7 00 Co 00 00 07 c(7 a3 a) L } aC} �' 0C} C' 00 � � � 00 � � d 00 cj 00 � 00 � 00 � 00 � 00 c1 00 rr 00 � 00 ��00 � 00 } W ¢ d �-► d d 00 00 d' a 4+00 4+50 5+00 5+50 6+00 6+50 7+00 : ! L I [ I 4+50 5+00 5+50 6+00 6-+-50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 1 1+00 11+50 Issue Dais: f 012612018 POND LILY DRIVE ROADS & SANITARY SEWER PLAN AND PROFILE WATER LILY DRIVE ROAD AND STREET PLAN AND PROFILE - - C2.2 SCALE: 1"=50' HORIZONTAL, 1"=5' VERTICAL C2.2 SCALE: 1"=50' HORIZONTAL, „1 =5 VERTICAL 0 AS-BUILT C2m2 08107E2019 #161140 UJI w I I b 1 0r w MARK A. CHANDLER I I a No. 951SES TBC'R=25' (TY .) N I 29� QC E N`��© 4 INSTALL 3" THICK M-4000 �' INEER � CONCRETE IN AREAS WHERE L.1., INSTALL TOPSOIL AND APPROVED MEDIAN IS LESS THAN 8' WIDE SEED MIX 1N AREAS WHERE _ MEDIAN IS GREATER THAN 8' WIDE R3-17 BIKE " I - _ r�As G Sheet 5 o.If 15 FUTURE 6' SIDEWALK W14-1 "DEAD 0- AND R7 1R 0 i PAINT CUR YE LOW m rn INSTALL 4" WHITE CUB 00 N m INSTALL YELLOW FLEXIBLE SOLID LINE I _ �ain ROADWAY DELINEATOR TYP. OF 7 -- -�---` 7_ � 11� I 1z"w - W 12`W d1 t - E .r o -� 3.0' TBC ' LAUREL PA KWAY _ �1 PAINfi`CLF Y LLD CO0 o T TBC �•O �AROUND N SE I it -p 0 i INSTALL DEAD END BARRICADE -I R4-7 C '� DETAIL 8 C7.2 , - Scale In. Feet � 0 - PER U / f . . . • . . .,! . . f . f'.`° . . ! �jry`-��� - _ — 20 0 20 � - - •'• I�41'Q rtBC i`• � ° �° ^ � INSTALL LEFT TURN 'T8C •;•� f.t...!4° ! l ONLY SYMBOL (TYP.) 1. 6 10 0 ! + f sss 6 . ! .. AgQJ INSTALL WHITE to ss 9.5' a"ss 0"S ss G ID 2 9 .t1 Nam._ I el ss Scale In Meters a a - - 1o"ss o"ss - — 10"sS R 100.OD - i1 Ss -- 88 (TYP.) - � a Contour Intervals: 1 Foot - W � Q (TYP.) Q • iv � J 8.0' SI+I ALL 4" WHITE L 5.0' SOLID LINE ` — __..._. -- � } PAINT CURE_ O UI E - S G C- UGE UGE - S ""GE UGE UG UGE _ R7-1 L �.+ cc INSTALL DEAD END BARRICADE PER DETAIL 8/C7.2 FUTURE 6' SIDEWAL EL EC ` H _.. _� EL.G --- - ELFL" _.... _-..'�. ELEC `W ELF Z ?..L E - ECEC __ _.. - - GA _. .._._ r ELEC .... _.._.. I n - ... GNS INSTALL TEMPORARY 90' ASPHALT 20.0 — INSTALL WHITE THERMOPLASTIC BIKE LANE m HAMMERHEAD TURNAROUND SYMBOL AND DIRECTIONAL ARROW (TYP.) O m I STRIPING AND SIGNAGE NOTES J er U. 1. ALL TRANSVERSE MARKINGS, WORDS AND SYMBOLS, AND 6" OR Q � R7-1F �I LARGER LANE LINE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ALL OTHER MARKINGS SHALL BE EPDXY PAINT. 2. INSTALL SIGNS PER C.O.B. STD. DWG. NO. 09810-1. f 1 SOUTH LAUREL PARKWAY MEDIAN & STRIPING PLAN C2.3 SCALE: 1"=20' co I i o f l L � F_ � I W01101 � W I U) INSTALL TOPSOIL AND APPROVED I INSTALL 3" THICK M-4000 E Z = II - 'EE MIX-i1.4 AREAS YVf ERE ` CONCRETE IN AREAS WHERE QLL TC R=25' (TYP.) MEDIAN IS GREATER THAN 8' WIDE MEDIAN IS LESS THAN 8' WIDE s { LL -� FUTURE-, 6' -SIDEWALK- 13,* GAS - -- - GAS G . -......... _ GAS co GAS c rests OAS __FUTURE-, ��' BIKE LANE" , - R7=1L-.. GAS GAS ..- -- AND R1 7R c+ INSTALL 4" WHITE 6 " LAUREL P ARKINAY SOLID LINE a —� 72' (TYP.) PAINT w 12'w (TYP.' '7p O 88 SE INSTALL LEF r7tl , OW r7 y 7 , . . . . .° .` . .. `: • C•.�12`24'27"�. a A� ,© `! ,w , f.°: ,`'' �7. ,-" - 3.0 TBC- . f . INSTALL 8" WHITEj (j �100• 14- T -�=12� '" I _w s R=100.00 7 .--. ° - _ `. :00, - TO TB 3.0' 1 , w.• • 1 =12'24'27" , SOLIDLINE �d - -gg , i . .`,`! t .`�O. T f` , ,'R�21.�, ^ - 10.0 I �! i F , E + f i 1 6 •' P .!.!. _ 9.5' INSTALL 8" WHITE R-�100 00 - A 0 D NOSE 4 46 37J L-21 66 5.0' SOLID LINE 9 R4-7 -'q ''.,S•SS g..s� $..53 �.. B,.�S ..�- $ _ _ 8.01 _ _ .. rq — 1a'SS ELLOW FLEXIBLE ROADWAY a�� INSTA WHITE DELINEATOR (TYP. OF 12 I V� ems'' I LINE w VI G 9 W ' UGE -�--�__."_`_._ UGE �m—...._..�._ UGE .._._..-.�.,,,_..�......� UG� -w_V � L GE --�-R3---17-`'BIKE-LANE" - u ;E UGE uc Jam- ¢ AND R7-1 R .._ FUTURE 6' SIDEWALK m ELEC - GAS LPL ELEC - ---- ELEC .'�`�_..�.-•..�.._ ELEC w EL EC - - ELEC W — ELEC •y — E.l EC �--- ._ CAS �GAS _,� _ GAS � ._._—_.�..a....�........ ELEC GAS •---...�--�,--- GAS Y EL EC -INSTALLEWRITE-THEI7MOPE&CC BIKE LANE CAS --- GAS GAS .0 �L c I SY {QC3L AND DIRECTIDNAL_ARROW .(TYI?,) � « ; n t U�0 itJ - INSTALL 6" THICK M-4000 1 1 Z I CONCRETE IN AREAS WHERE _ MEDIAN IS LESS THAN 8' WIDE a I R7-1R � I I � � a v R7-�L all NORTH LAUREL PARKWAY MEDIAN & STRIPING PLAN Issue Date: 1012612 8 C 3 SCALE: 1"=20' Scale In Feet 20 0 20 s 0 6 Scale In Meters AS-BUILT C2m3 #161140 - - -- MARK A. CHANDLER N ---�- No. 9518ES MMHMARK _ _ I ' I HYDRANT ARROW BOLT I gg - �` ELEV.=4814.16 � .a `ry�,�(IQENS���,�� �K HYDRANT ARROW BOLT ELEV.=4816.34 � ° HYDRANT ARROW BOLT - --- - Sheet 6 of 15 d m , ELEV,=4817,14 Ry �11AM W � � i � C �° c°n o STA 1 1+41.0 19.8'L STA 14+70.9 19.8'L - r` � ( )" ( ) , T INSTALL 13.7 LF OF 6 DIP AND INSTALL 13.7 LF OF 6" DIP AND ST f +5 p.. (19,8 L) Go' STA 10+74.3 (5.5 L} N I HYRDRANT PER COB 02660-4 € HYRDRANT PER COB 02660-4 ' ALL 137 LF OF 6" DIP AND 1n ". - BURY LINE-4811.87 - - 12 X 8 CROSS B BURY LINE-4814.99 D ANT COS 02660 4 N I STA 18+16.9 5.5'L I Y LINE 4814.25 I m i 4 9 STA 14�65.9 (5.5'L} STA 14+70.9 (5.5'L} ". ( } - - E 8 CROSS m 0(: STA 10+46.4 + , 8" GATE VALVE 8" X 6" TEE STA 17+92.4 (5.5'L} STA 18+ ,7.4 (5.5'L) - INSTALL 8 "CAP AND BLOW-OFF `co STA 11+41.0 (5.5'L) 2" SERVICE 4" SERVICE STUB c 8' X '6 TEE ASSEMBLY PER DETAIL 1/C7.1 15 8" X 6" TEE 12+9$.29 13+42.29 8" GATE VALVE ` 0 1 • (3 L) L) I _..... ELEC ..... e�,_c. ---_..._ _ - _ _ --- L>v . C �... ti = -- a, u- _ - ._, .- - - Ll. i; _ - ELFf - �ELn ��L CdCJ .... QC". FLEt; 4 Ell- I r � U ti EL�C F - - .c GAS - Lo .; c i • � C. 1a"55 1p"SS 10" �' '- - - - n Q1 p - - I) v LL N TREET - FA (} S ss - �a•'ss C a ' Y -- i srcp _i ....._. _ - _._ ELEC Ei EC - _ - - LE DEC T EI..F.0 - EL EC - S C7 Go GAS - rn DT.... DT DT DT I )T. }.. DT - - i O i 7 _... ........ Fy; _ - - - __. ... (As .. GAS t t1. _, - D I ;, ,_ .. �- _SERVICE- L F4"._.SERVICE,-STUB_...._OT 8 -- -- - ......... _....._ --- --- _.. ®-... - ...... -... _. .__ 15+55.00 15+59.00 DT DT ;�, - .�_ - � e,As GAS - .-. ...... D ...�........ . L}T ____. L7� .m.-.. DT ITT D-C DT DT i _..-, .. _..__ .�..-....e .. .. - ,..�. - - ,..._.....,, ` • � -, � (38.00'R) (38.00`R) REMOVE EXISTING BLOWOFF STA 11+36.5 (5.5'L) ' STA 18+52.4 (5.5"L) AND CONNECT TO EXISTING 8" I 8" GATE VALVE `. "" WATER MAIN. CONTRACTOR TO 8 GATE VALVE VERIFY DEPTH, ALIGN ENT, AND EXISTING GRADE OF B. c, I �� 0] T T All I �,{; Ln I � CIO STA 4+71.8 (34.5'L) 3 h Scale In Feet FBI 50 0 50 15 0 15 X Scale In Meters Q4o �P�Gh �� h 0�= � -----._��.. - �.� � _ . ram-._-.. '��'•. tK .,o -4825 " Gr � �' L c3 "*'� F, Off+ \Q 4`` .•_ ' �' P 4820 - .. -Q� _q,.-_ 82D X G 1�` 5 Fy Qi� by �o t<,• tF�' '� r� G� �a C�Q,. Q(t� fi Q tx `� ©�'�1��Q� PROPOSED GRAVE EXISTING GRAD ib ro 4016 481ts� -4 �° _ `' - - 4815 IN TALL 2" THICK BY 34" LONG 4' WIDE RIGID FOAM 6.5' MIN• INSULATION. USE QAMULAR 600 (3) 112" UTILITY COVER Oar APPROVED EQ AL. 4810 cuYERT _.... - I _ - �R- �rr -- -� _ _l 4810 ANY sue► � �rrr 18" I EXISTING DRAINTILE 1; I P I I d STA 11+12. 1 �IIN. STA 11+75.2 REMOVE EXISTING BLOWOFF AND INSTALL VERTCAL 12S BEND ? INSTALL VERTICAL 12.5' BEND CONNECT TO EXISTING 8" WATER MAIN, CONTRACTOR T0. VERIFY DEPTH, I I ALIGNMENT, AND EXISTING GRADE OF. 0. 480 _ _. 4800 " (MIN.) 18 IuIIN. STA 1 1+61.5 ; I INSTALL VERTICAL 12.5h BEND PROPOSED NITARY STA 11+24.4 - SEWER MAIN IN§TALL VERTICAL 12.5' BEND i a TYPE A BACK 1LL 4795 - - - 795 RESTRAIN ALL JOINTS WITHIN SPECIFIED > � 0 N 'N N N N r n o N LENGTH FROM FITTING W N [Ti I UD N 00 U3 C7 r ;t 0 co 7 N C`�1 t0 � h i o© N i� 0 d cL3 I! W N N:r �`, N C� N N7 EY} c4- d 'q- Sf `t ct I C i �`' '' 4 t6 ` ' '00 co CO co co 00 00 1ri `6 4 " FITTING LENGTH (FT) NOTE �r00 �t00 d CO d 00 8'" 90 BEND 16 8"' C90 BEND 7 10+50 11 +00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 WATER NOTES 8"'X8'" TEE 16 (BRANCH) NO 4'' ON JOINTS RUN WITHIN 1. USE JOINT RESTRAINT AT ALL REDUCERS TEES BENDS AND VALVES AS SPECIFIED IN JOINT RESTRAINT TABLE. 8"X6" TEE 5 BRANCH 4' JOINTS WITHIN 2. UNLESS OTHERWISE NOTED, ALL 'WATER SERVICES ARE TO BE 1" TYPE f{ COPPER PIPE } 4' ON RUN INSTALLED PER C.O.B. STD. DWG. NO.. 02660-6. 3. CAP 4'" FIRE SERVICES. 8" CAP/PLUG 37 4. INSTALL IN TRENCH PER C.O.B. STD, DWG, NO. 02221-1. 1 FALLON STREET WATER PLAN & PROFILE GENERAL NOTES C3'0 SCALE: 1"=50" 'HORIZONTAL, 1"=5' VERTICAL 8"' VALVE 37 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND C.O.B. 12" CAP/PLUG 53 MODIFICATIONS TO MPWSS. 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C,O.B,'S WATER SUPPLY SHALL 12" VALVE 53 IBSue Date:f0126120f8 BE OPERATED BY C.O.B. PERSONNEL ONLY. 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 12'"X8't 29 24---HOURS PRIOR TO BEGINNING ANY WORD. REDUCER 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 2 JOINT RESTRAINT TABLE �Os�`E' NTS ASmBUILT C3mO 08/07/2019 #161140 i OF � , MARK A. CHANDLER ` Na. 9518ES `ICENS�4 PAD _ Sheet of 15 HYDRANT ARROW H 60LJ T i ELEV.=4817.26 STA 6+71.4 (17.01) GATE VALVE m LJ 00 � m STA 7+06.9 (17.0'L) m 2" X 8`° CROSS1 y N a �' i I STA 10+85.7 (15.4°L) a s STA 4+71.8 (34.5°L) 12°' X 8" REDUCER REMOVE EXISTING L�.1W-BFf 4 STA 4+71.8 (17.0'L) INSTALL 16.7 LF OF 6" DIP AND i STA 7+31.5 (17.01) I AN N XIST TO EXISTING 8" U] 12" X 6" TEE HYRDRANT PER COB 02660-4 �-- 12" GATE VALVE W BURY LINE-4815.06 — — ONTRACTOR TO._ � . • — — — — - — WA ER MAIN C _ GAS — �— GAS --- cAs - VE Fj ._._DEPTHAEIGIMENT, AND �' p r y ;� I TING GRADE OF STUB. El o CC, _�t -t f. C m c3 ' 1M o t, _ d r. - 10.. a -- -- .® - � 'q's•sI f � 9 QI � � 10 $„SS E'SS LAUREL PARK1p" S 10"SS WAf� � z -. F - t rfi _ a. _ ._._ JULUUL - w - -i - _... _ EEC — -- -- GAS P G LEG �.......�- -- iY1.EC wLEC _ _ _ - _. GAS ---- - G] �. �� ^f. GAS �•. � � GAS ----- . � I yr f qC GAS i to 2" SERVICE 4" SERVICE STUB L • 5+69.22 5+73.22 I a- (53.00'R) (53.00'R) dBENCHMEK Z }� HYDRANT ARROW BOLT i W •Q � � ELE11.-- 4814.16 Q i im 0 C, BLOCK � r i� i a :9 AW. a ;i r� 4830 i_._ ....--- _.._ _. w.._ 4 bc I =ox 482 4825 Scale In Feet 50 C 50 x o'�' ``► 15 C 15 ° � ��` x��, h 4820 511 Scale In Meters A tK z —4815 6. MIN. ( ) 12" UTILITY PROPOSED GRACE CULVERTS -- ER 4810- ExfS ING GRADE - --- 810 d 3 [ " UTILITY— CULVERTSw/i (3) 11 4845 i 3 1$" (MIN.) _ —____ � 80'J STA 4+64=3 - _ - � Y 619 LF O✓ 12" CLASS 51 D.f.P, END OF-PROPOSED WATER - - — _ + MAIN. ;INSTALL 12" CAP. INSTALL 4" THICK BYI 90 --LONG--_-__ `� -- _ EXISTING DRAINTILE w BY 4' WIDE RIGID FOAM ��"�'�- ��'�'' -- , n PROPOSED ,NITARY SEWER MAIN INSULATION. USE FOAMULAR 600 _ - - _ , 4800- OR-APPROVED-,EQUAL.— - f i _ 800 I REMOVE EXIS fNG BLQWOFF ] 5 LF OF 8" CLASS' 51 D.I.P. AND CONNEC TO EXISTING " WATER MAIN. CONTRACTOR T VERIFY DEPTH, ALIGNMENT. TYPE A BACKFILL AND EXISTING GRADE OF ST B. 4795 ._............----- ........ _..._............ 7 . .. 95 r� to J J C� I� f'� LO L0 pq [i 3 © R oC? Cco co Q C J 1 M} C�1 C7 l�l l W LC] tL j `# �t s�3 I�] Ir} �} O L0 r ►°7 _ N r P - Q O a co n O i OQ 00 w li I 00 co OD dr ¢ 00 d `� - -- co 00 dam_ _ I T....... 4+50 5+00 5+50 6+04 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 1 1+a0 1 1+5C} 12+00 H 1 LAUREL PARKWAY WATER PLAN I& PROFILE c3.� SCALE: 1"=59' HORfZQNTAL, 1"=5' VERTICAL z Issue Date;14126120 18 a AS=BUILT C3ml 08/07/2019 #161140 I I �C��M1rIq f MARK A. 1 I I CHANDLER 0 Cn 1 u - - No. 9518ES xl I I~ IIt/CEHS19 �` w e ALLEY IIOI W STA 6+70.4 (5.5'L) `4 STA 7+05.9 (5.5'L) Cl-*I 8" GATE VALVE X. 8" CROSS I I STA 4+62.5 11 STA 4+62.4 [ J [ Z I I Sheet a of 15 ! INSTALL 8" CAP AND BLOW-OFFA4 INSTALL 8" CAP AND BLOW-OFF f � I STA 7+30.5 (5.5'L) ASSEMBLY PER DETAIL 1/C7.1 Cj LL ASSEMBLY PER DETAIL 1/C7.1 8" GATE VALVE _ I II f J (] I . 4" SERVICE STUB 2" SERVICE I !I j F 2" SERVICE 4" SERVICE STUBk000Q. SERVICE 4" SERVICE STUB X � 2" SERVICE 4" SERVICE STUB � b 5+69.78 5+73.78 � i to 8+20.89 8+-24.89 10+00.80 10-+04.80 I � � ( +69. 8 5+73-'8 I� " I �w� I � to � m 5+64.44 5+f8.44 ' " L.. � I LL (38.00'L) 38.00'L) I - (38.00'L) (38.00'L) (38.00'L) (38.001) � -_ see --------- � I I a >6 =�YL 'E" u7 3313 L • i _ p • `■�..J � `1M� " _ � �" -�.�,� a-0 a M� u� m ■ ,� [ L d • 8"ss ,n 8„SS3 55S cn 8 / a1 rss 'UN -IL-Y�°f:) ss - ' S s __ s k�L-Y°aRl E-^ .,Ss s o I U7+ 11 2" SERAC 4" SERVICE STUB II Jill LE 09 7+9 .19 8+2 .52 8+6 .35 9+3 .43 9+6 .02 1O+ 0.35 10+ 3.68 10+ 0.345+70.44 5+74.44 0(38.00'R) (38.00'R) Cn 'R) (38.00'R) (38.0L1R) (38.00'R) (38.00R) (38.00 R) (38.00'R) (38.00 R) (38.00 R) I • ( } w o 0 ' ` C I0 14 I w E E ` I I ALLEY E E E E E Scale In Feet Scale In Feet 50 0 50 50 a 50 �C 15 0 15 15 a 15 Seale In Meters r - Scale In Meters ........................m.-..-. .......................................... _..._.._.._......_..... ).... ......... ........ ........... �. ......_ .......... _ ... I T.. ] I i i 1.4 h r`ti I 1 482550 -4825 9 ��� �' I 4825 4825 4820._........_..... ___ ___.. -.- _..-.._......_ __ww......_�.._e.... ...._ _........... �... .__. _. 4820 PROPOSED GLADE --� -- 4820 y EXISTING GRADE 820 3 481 .__ __ PROPOSED-G. ADE ._ , _ _ 4815 (3) 12" UTILITY CULVERTS __W_ - __. _. -- 6.5' MIN J EXISTING GRADE f 4815- - $15 COVER `' -� I 6.5, MIN. s COVER PROPO I N1T 810 481 Q ._W ARY SANER I�JAIN -- -� (3) 12" U. ILITY `� --� I fi ' 481 a _ 4810 -- __ .._ 3 _._ 18 (MIN. CULVERTS 4 p I- ----n STA 4+62.5 l 18„ STA 4 62.4 8" (MIN.) - i l Tl�""` - PRDPpS1<i} SgNrTgRY SEWS _ _ I ENNSTA P 8p CAP''''AND TBLOWOFF I I w OSED MN) R MA ALL EXISTING DRAINTILE 4805 -NSD �3ROAPSAND BLOWRN. - - - I _._ _ - - 5{3555EMBLY PER DETAIL 1/'C7.1. 6 " _. TAL OFF ASSEMBLY PER DETA1� 1/C7.1. LA 7 ....___ ._ ......... ....... - ... ... ..�......._,. -4805 I I WATER O MAIN. CONTRACTOR TOp i EXISTING DRAINTILE I I VERIFY DEPTH, ALIGNMENT,. I I _ ,AND EXISTING GRADE OF STUB. 4800 _ 800 [� REMOVE`EXISTING BLOWOFF TYPE !�1 AND CONNECT TO EXISTING_8" 480(]- -_ 48QQ A BACKFILL WATER 'MAIN. CONTRACTOR -TO VERIFY 'DEPTH, ALIGNMENT, ? ? �C14 0) �r5 Lq � 0 I AND EXISTING GRADE OF STUB. ��Ld 00 �� aj r I' p: E A BACKFI _... _ 00 00 `- CI °4 T Co 479 I I ! 795 c?{ca .t I o0 ao �. ao a0 ©0 00 �.? ,� 00 r- rn ay , n �, °' u� N ,�, In n ¢ c+ cv c+ f�i _. l _ _!.._.. _! �._ ... !........ _._. .. .. _ ! I W!W Q N N7 1 [V 1 14- [D 00 i!-J tC] c0 u7 r� Cal [3� co 00 C; W:� C4 CIO W W cO 00 r cD �f] �I �rj N 0 r 0 0 �; 0 C� Y �- L6 T r �, 4+00 4+50 S+aQ 5+50 +aa 6+50 7+00 w - 00 CIO CID CI oho ono _t It � co CIO � Ov � 00 ao 00 CIO I 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 1 Q+00 10+50 11+00 11+50 WATER LILY DRIVE WATER PLAN $� PROFILE 1 POND LILY DRIVE WATER PLAN & PROFILE 2 �.2SCALE: 1"=50' HORIZONTAL, 1"=5' VERTICAL �.2SCALE: 1"=50' HORIZONTAL, 1"=5' VERTICAL Issue Date:1012612018 ASmBUILT C3m2 08/07/2019 #161140 • �N '/a/�//)� ���„M r W w w w W W w W W W W W `Y W w W W w w ���OF w M ARK A. J LOT .� w W W W W W w W w W W w W w w w W W W CHANEILER NO, 9518ES 5,455 5F w w w w w w w w w w w w w w w w w w w w r w w w w w W w w W w w w w w w w w w w jj e f� E E f E E E !£ QCENS LOT 2 w W w W W w W w W w W w w w w w w w w w +�` E E f E E E F f f E E E E E f E { E f F E E E E E 6,425 SF w W w w w w w w w w w w w w w v w w r rrrr E f E E f E E F E E E y w w w w w W Y w w w •r w W w w y w w w LOT � Sheet � �T I S ll w w w w w w w w w w w w w w w w w w w w 59' c F E E E F E E E F E E E E E E E ,Ir w w W w w w w w w w w W w w w W w w w w E E E F E E E E E E E F E E E F k E E w w w w w ++ E E E k f f E E E E E E E f E E F f k E w w w w w w w w w w w w w w W w w w w W f r* E E F E E E E E f E E E E E f f E E E E E E E F U 00 m E w w w w w w w W W w w W W w w w w w w w w fff E E E f F F E E E E F E E E E E E f f cm r to a w W W w w w w w w w w w w w w w w w W W w E E E E E F f E E f E E E f E G m M • '� w w w W w w w w w w (w w w w w W w w w w w w E E F E f E E E E f E f E f E E f E f E E E E E F E E E �_ m a) Lr) ,2 © ' 11 f I/f �`■/'�L�/Q W w WW www wWw ww www ww Www ww Www Ww Ww w w w w w W w W 11A w W ww W w Y ww W Ww ww wW w w•r w w �vT ST EE W E FF EEF E E E E ff f E EFE {E E E E EE E EE EFE {E E E F E fE E EEE E EE E �[ .N�p r4 @UC)WPAR} E ul E EE E ' w w w w E � f E L •Ew w w w w w w 1 E w w w w JJJ E E E E E F E f { k f E E E E f E k E f E E E E E E 0) Q P' N I C U-1 p� i w ,v w w w w w w •Y w w w ,// yt / F E E E E f f E E E { f E E E E E E f E E E E f h C O .L w w w w w w w w w w v w �i` j r j / / f E E E E E E ( E f E E UJ l �. � � [L.� 111 J ff � r.�.��•-\„y, w w w w w w f C E E E E E E f E E E E E f E E E E f } m 0 OUTLET UCTURE TOP OF EXISTING STRUCTURE = 4805.93 E F F E E E k F F E E E E F E E k E E E E E w 0{ E e t1 £ w w w � 1 tb E E E E E F f E f TOP OF OUTLET GUARD = 4804.00 EX. FL OUT = 4-802.58 y.., PRO. FL OUT = 4804.25 `� �s f 3 E E E f E E E E E E f E f g g 3 col EXPAND EXISTING SLOT TO 2.8" WIDE E f E E E E E f E F E E { E f ` f E f E E E E $" 1f E E E f E E E !! + F { E E DETENTION f f E E E E f E E E F $, I POND #2 f f f f f f DET : ION sr sT sr f E E sY PO #1 Az y °'. BULL E F R[](3 ❑ ET DRIVE EXPAND EXISTING DETENTION EXPAND EXISTING DETENTION POND AS SHOWN EXISTING OUTL STRUCTURE- 4H:iV MAX EMBANKMENT SLOPE � POND AS SHOWN , TOP OF STRUCTURE = 4804.30 4H:1V MAX EMBANKMENT SLOPE ff PRO. VOL.=14,915 CF TOP OF OUTLET GUARD = 4802.32 PRO. VOL.=9,146 CF I+' y EX. FL OUT = 4800,90 �-- PRO. FL OUT = 4803.50 '�. d EXPAND EXISTING SLOT TO 3.7" WIDE © f LOT 2 t �~ 59.374 SF -6"h' 0 C 2 BLOCK 11 - ,Y _ m� 1 l C ,r \ HA if C 0i LOT 1 59,900 SF / ALLEY -21v ..� Scale In Feet 50 0 50 15 0 15 Scale In Meters �b� Scale In Feet ; 50 0 50 4815-- _._. __ _ 4815 morn N a 4815 �' - r 4$15 15 Q 15 Scale In Meters � �' � a � � I � a, a • a � L ��U © •�, L EFFECTIVE POND VOLUME = 9,146 CF 4$1 TOP OF STRUCTURE= 4805.93 ��� �. L`' � EFFECTIVE BOND VOLUME 14,915 CF EXISTIN8 GRADE TOP OF OUTET GUARD = 4804.00 4810- 1--- _ 4 0 o� �- 4$10 [�] EX. EL OUT = 4802.58 PRO. FL 061 = 4804.25 `' TOP OF STRUCTURE 4804.30 Lid .......... ..__.. _.. EXIS NG GRADE TOP LF OUTLET GUA D = 4802.32 aUT = 4800: 0 e PRO. FL OUT = 480 .50 4$Q - - - - - - - - = 4$Q5 - - - - 4$Q 4805 EXISTING 1 " STORM MAIN . - - - - - — � — — OP OF WATER 1111 F1 EX. 24" STORM MAIN EXISTING 18" STORIVI MAIN 4800 800 --_ _. — Ltia r'''�3 cv s t ¢ 4$00 E 24" STORM AIN 4800 �, Ln LdJ w C] r 0 e iri 0 1 ni O 0\I ?? 0 cv p 0 r' [] C] 9 Q CJ LeJ W d CD O C� et 00 � co CCJ o0 00;00 00 00 J C7 ¢ �r �kl I LLJ Li �t et Ld Ld p a[i 0 ¢ a c7 0 0 00 0 co CD C 00 00 00 4- 000 co co 00 W.LL- d eh 0+50 1+00 1 +50 2+00 2+50 3+00 _ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 1 DENTENTION POND a1 STORM SEWER PLAN & PROFILE 2 DENTENTION POND @2 STORM SEWER PLAN & PROFILE C4.0 SCALE: 1"=50' HORIZONTAL, 1"=5' VERTICAL C4.0 SCALE: 1"=50' HQRIZQNTAL, 1"=5' VERTICAL Issue Date:f 0126120 f 8 AB-BUILT C4mO 08/07/2019 #161140 LEGEND GENERAL NOTES LIGHTING GHTING 1=IXTUFRE SCHEDULE STREET LIGHT - 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND C.O.B. N of At EXISTING STREET LIGHT MODIFICATIONS TO MPWSS. Pedestrian Mount Lumen Qut Output Pole Sale Cover 0 0 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY Location Spacing (ft) Light Type watts p Mounting � � A. ® TRANSFORMER (NORTHWESTERN ENERGY) Conflict Height (ft) Range Type Arm CHAI'�Q A. SHALL BE OPERATED BY C.O.B.. PERSONNEL ONLY, 0 PRIMARY JUNCTION BOX (NORTHWESTERN ENERGY} 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF Local Streets Low Intersections 25 TBD 108 10,000-10,300 TBD TBD N®. 9518ES ` 2ONHOURS PRIOR L BEGINNING ANY WORK, Laurel Parkway Low 250-300 30 TBD 5@85 8,300-8,600 TBD TBD t o 0 • � SECONDARY CAN (NORTHWESTERN ENERGY) 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS, y �,����� 5, INSTALL 25' LIGHT POLE BASES PER DETAIL 3 C7.0. Scale In Feet 1 1� pgaa�� PROPOSED UNDERGROUND ELECTRIC LINE 5. INSTALL 3O' LIGHT POLE BASES PER DETAIL 4�C7.0. 50 0 ELEC 50 (NORTHWESTERN ENERGY} ©, cns EXISTING GAS LINE (NORTHWESTERN ENERGY) 7. INSTALL PHOTO CELLS PER DETAIL 5/G7. 15 0 15 Sheet 10 of 15 Gns PROPOSED GAS LINE (NORTHWESTERN ENERGY) Scale In Meters PROPOSED UNDERGROUND ELECTRIC LINE (STREET LIGHTING) E3 PULL BOX C 0, E CP an C n N _j oil '�+ ► I LU 1 I i J 1 I 1 1 C -,W •� � 10 x 00 : PARK I I I I I I C � � L C IL __ 1 I 8' T. _ � - � A _ SS `-- -- 8'W 8'*w — i?� SS S - S SS _ ... � .� $,'w $.,w 8..w, B•,W Q�E S7 _..._ — — — — _ _ — ___.. p�C_ p .„ ......._ ....... _k. n� _ __. +��+ _ — ICY � ._ .. � tr -- _ _ �2 82-090'25'S0�" , - ( — — — I fI (3) 12" SDR 35 PVC CULVERTS, I I � LOT 1 co k I 3,640 SF I x N I I (MIN)CLEAR RP OVER CULVERTS. 30„ I I • + I I o` I P x I I I N TRA LSOFOR2 -- I3,033 SF I �� Ix 1 � 1 1 1 T ILOT 1 59,900 SF I I LOT 2 59,374 SF I LOT 3 it 3,033 SF 't ✓ y 30' STREET LIGHT ANC.O.B. � I D PULL BOX PER C,O,B, STD. SPECS FOR LIGHT MATERIALS AND INSTALLATION 1 , i 1 1 m LOT 4 COMMON PEN I I } � ARM LENGTH=6' � 3,033 5F SPACE G1 x I f LUMEN OUTPUT RANGE=8,300-8,600 (COLLECTOR-LOW PED, CONFLICT) P I 2,730 SF ' 1 LOT 5 tl6 3.089 SF c I I w � I x I 4" PVC LIGHTING f g — I SLEEVE AND 4" PVC J I 1 IRRIGATION SLEEVE I u:a I LIGHTING GONDIUT SET 2' FROM I I LOT 6LL x I BACK OF CURB. INSTALL. PER �' aU2i F © W h v' 5 u s to Q C.O.B. STD. SPECS. 1 1 ar v S ONDARY O I v{ I I INSTALL SERVICE STRUCTURE WITH 59,4388 SF I I LOT 4 _ � LOT 7 � EXISTING �, NEMA 3R ENCLOSURE WITH 59,977 SF 3.033 SF I I I I I GAS LINE I PHOTOCELL, LIGHTING CONTACTOR AND 1 I 1 , HAND/AUTO/OFF SELECTOR SWITCH I I (3). SDR-35-WC _GIJLVERTS I 121'rCLEAR SPACING. PROVIDE 30" — — x i �JI — O s I CONNECT TO STREET LIGHTING J d LIGHTING CONDILIT SET 2' FROM °' LOT 8 a I I (M .) COVER OVER CULVERTS. SERVICE AT TRANSFORMER BACK OF CURB, INSTALL PER I 3,a33 SF Cy C.O.B. STD. SPECS. I I 1 f bD � 3 NI Ln [n • I, . 1 (3} 12" SDR 35 PVC CULVERTS. 25' STREET LIGHT AND PULL BOX PER C.O.B. STD. I _ — pt — I � 0 I6 1 � 12" CLEAR SPACING, PROVIDE 30" EXISTING GAS LINE SPECS FOR LIGHT MATERIALS AND INSTALLATION m I m ARM LENGTH=6' LOT 9 EXISTING POWER STUB -'� � r (MIN.) COVER OVER CULVERTS. I � +,30i SF — _ 0.300 — — — LUMEN OUTPUT RANGE 10 000-1 A n - C ELEC C ELEC ELEC ELEC ELEC ELEC J LIG TIN " ._..... ELEC _ SUGE G ��GAS W $ W 8°, 811W8,1W • r I�1 IO'°SS 1C,• — _ — $"w 8°'w — g`yy 8„w ar h 8",y FALLUN STREET — _ _ "w —ram s w $,.w �.; _ ,. -I a'c�v a»W a',w — DT D1 T T 2 T — — — — -- — — — — — — _... GA, `ELEC ELEC GAS L€C €L€C __0-1 �870(Y25'50" DT DT DT DT DT DT DT DT T DT ilT DT DDT— DT �x— � —X x _ � c►sLUC- DT DT DT — — w DT DT DT _---•X---X ---�--X---X --�---� --� DT DT DT — DT b7 — — • 3( —X —XX X -- I X X DT T DT D f' DT DT DT p,7 r 30' STREET LIGHT AND PULL BOX PER C.O.B. STD. �" - • SPECS FOR LIGHT MATERIALS AND INSTALLATION PRIMARY JUNCTION (3) 12" SDR 35 PVC CULVERTS, I (3) 12 SDR 35 PVC CULVERTS. — COMMON OPEN , — — 6 — �T ARM LENGTH=6' SPACE D3 BOX (TYP.) 12 CLEAR SPACING. PROVIDE 30" 12" CLEAR SPACING. PROVIDE 30" • J w w w w Fes! (3) 12" SDR 35 P C LUMEN OUTPUT RANGE=8,300-8,600 174 6 000 SF j (MIN.} COVER OVER CULVERTS. I s� (MIN,) COVER OVER CULVERTS. • j w w w w v w w CULVERTS. 12" CL R ! Ln SPACING. PROVIDE 3 � � ! � � I (MIN.) COVER OV ar a w w w CULVERT ;. I I W w W w L �^ w LIGHTING CONDIUT SET 2' FROM sasOin sF LOT 2 LOT 3 � 31,655 SF LOT 1 w BACK OF CURB. INSTALL PER 31,655 SF 4B 020 SF LOT 2 -----_ PAR ,, y y . C.O.B. STD, SPECS.. 45,422 SF ��� "35.811 S � If co 0.7 I � � I r 4" PVC LIGHTING SLEEVE AND 4" PVC IRRIGATION SLEEVE j I M •ti, T [N 9`� 1 _41111 143 + • • + • • �30' STREET LIGHT AND PULL BOX PER C.O.B. STD. SPECS FOR LIGHT MATERIALS AND INSTALLATION ARM LENGTH=6' .. • • • Issue Date: 1012612018 LUMEN OUTPUT RANGE=8,300-8,800 (COLLECTOR-LOW PIED. CONFLICT) \�� «" � •" �` 4 ti 1 PRIVATE UTILITIES & STREET LIGHTING PLAN C5.0 SCALE. 1"=50' AS-BUILT c5mo 08/07/2019 #161140 LEGEND IN%T ° PROPOSED SIGN ,f,a -, MARK A. PROPOSED CURB AND GUTTER o �� ;E � CHANDLER l No. 9518ES PROPOSED CURB AND GUTTER WITH YELLOW CURS PAINT ��y{ 1/CEA5 Scale In Feet STRIPING AND SIGNAGE NOTES 15 O 15 Sheet 11 of 15 1. INSTALL SIGNS PER DETAIL 7/C7.2 Scale In Meters Co m — 7 ID C C m, a to r_ L L � RHA S_F,1 I II I I - - - - - E a ° I — co m Lo I I i C ni PA 0 I I � C r- m L)a a J� 1l I � I I o ' t , E J - - - — — I - - in I - - g _.. - ...a....... _ ........._ �_ g... .....�................. g .......................... $.,w _ 8"w S..w 8" — -- 8-W ---- ....... 8.,w l S W - $� 8°W — � v: .---- _ .-.a.w S„V,: _. .. .. 8,.w 8, s' 8 w B w R7-1 R Ss . MA-1�FLY�-TREEs V 1 5 f ST r ST ST 5 flP/S�R _, _ _ ELL+ _...—�LE _ GAS _ — C4 ...�.L-i GAS t;RS GAS G _! �! LOT , t } II 3,544 5€R7-1 L ! I Co 1 I _ - - - - - - - �' R7-1 L I� T I••1 r $ R7-1 R 3 " �1 n u o LOT 2 1 -7 1 II I .� 3,a33 SF i — • LOT 1 � LOT 2 I { o . 59,900 SF I 59,374 SF 3,433 F ,wR — I 6 as 3 s COMMON OPEN i SPACE G1 2,730 SF.1 f SEE SHEET C2.3 FOR DETAILS ON IANN, I LOT 5 � I J I � I SIGNAGE AND STRIPING FOR LAUREL sass SF > ' ° J > PARKWAY MEDIAN AND LANESSt E — ( a Lu J ---1 � - � � � I r J w I I F I ©7s I wI ¢ 1 �ar a i u.1 i� LOT 3 j 0 J„ LOT 7 LOT I I I 58.3" SF SF �� � 3.033 SF S J I 3 I III LOT {E 3,433 SF R7-1 L �IQ m R7-1 R --- — I [ f STOP/STREET SIGN R7-1 L R7-1 R ` I � � LOT 9 • � � 'I R7-1L _ _ - - 4,107SF #?7-1R — R7-11. ` ELEC L C - ELE4 ELEC ELEC ELEC ELEC ELEC ELEC — ELEC - E LEC _. .... to Urr f" rtirl €q^F ___. > - ErF 1.`F v 8"W 8"w 8"V! 8'> a"w 8"sy g^ ro rP/ST 'SIGN , - e w �_ a"w ? s w w _ g..w s - - s"w s`°w s,w --�-- s,=�y 8.,,rr -- - 8'°w t4"ss . 14"' R7-1R STOP/STREET SIGN ua — I FALLUN STREET $ °'ss --- STOP/STREETS A _ R7-1 L R7-1 R R7-1 L R7-1 R _TF _ -.-_ - �, 3 . ............... .... _ 1 - ___ ...__ _ ........... —. .._ . _ -� _ sror — — _..: GAS' .. GA _ — LULL _ .. �!. — — a Lk.0 C ,��^ -- ----- DT T 1 , = — DT DT DT — 4 — GAS — — — — — — — — -- Y GAS = _' ELEt; Lt(; Awls _ r, s — — — --- GAS -- ---- G;tS DT DT D I DT DT T T DT -r DT e' DT DT DT D —X h x X -— —_"h-� — - 1�T DT DT DT DT DT DT DT DT DT pT DT D - - --- DT DT DT A4 R�I-1 R � � `X`���X ---� n. — X---X---X —X—X —�—•X --X —�X _--X—X —X—�C�'- -- x :� — — — — �,—,�®.�� W u—.e�-.... .., ---- X --�• X _..�...? W14-1 "DEAD END �. = pYIy R7-1L COMMON OPEN R7-1R � � R7-1L R7-1R ,rA W W w w w w 1A�1 xx JJj / z 0 6,{)QOSPACE SF Ir� I " W 1 Y—1 U7! R7 W W W J W W W W W\. -J. „DEAD END" DEAD END" w W .i m Fr M LOT 1 M' 60,970 SF 31,6 55 SF 31.655 5F r 45,G4 2 SF }I PAR w W z 45424 SF '35,�11 5 I SEE SHEET C2.3 FOR DETAILS ON SIGNAGE AND STRIPING FOR LAUREL i Y PARKWAY MEDIAN AND LANESFn tK I w sn I � 10 i >`4? INSTALL DEAD END BARRICADE ' "��INSTALL DEAD END BARRICADE } 33ZLQ IjCLife:f Of26/2Q 18 PER DETAIL 8/C7.2 t INSTAL DEAD END BARRICADE PER DETAIL 8/C7.2 PER Df�.TAIL 8/C7.2 Dr 4 1 OVERALL SIGNAGE & STRIPING PLAN C6.(} C6mOSCALE: 1"=50' 08/0 7/2019 #161140 MARK A. CHANDLER No. 9518ES 0 1/c E"s-a SLOTTED TOP GRATE Sheet of1J� FRAME AND OVER TO BE EITHER D&L A-1172 RING WITH A-1178 COVER, EJIW 377//3772 SERIES, OR APPROVED EQUAL. COVER SHALL HAVE TWO OUTLET PIPE 7„ 1" PICK HOLES. C or m E RIM ELEV. — �` N " NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE m RING AND TOP SECTION, AND AROUND SEWER PIPE INTO ADJUSTABLE RINGS, MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL ' � u� 2" MIN., 12" MAX. BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT 12" W X 16" T WINDOW 1 „ BETWEEN SEWER PIPE AND MANHOLE WALL. W/ OUTLET GUARD GRATE -ry J N INV. IN INV. OUT m • 2'-0--�1+ +i ;�,. ` U • Try •: SUMP C E S„ .•.: `•,,:., 5" .. CONTRACTOR - u 4'-0. .F 4,. - - TO GROUT €33 n <, 68" DIA. PRECAST REINFORCED CONCRETE MANHOLE RISER SLAB �n`P) C I v MANHOLE STEPS AND ECCENTRIC CONE TOP MANUFACTURED IN BASE SLAB L to .�' ACCORDANCE WITH ASTM DESIGNATION C-478. AT 16" CENTERS .�,' M U SECTION VIEW . ` GROUT INVERT T6 m O � SPRINGLINE OF PIPE IF W a NA GAP BETWEEN PIPE AND CHANNEL IS GREATER THAN d" WEIR w 0tn RE—CAST CHANNEL Qz ,•��: FLOWLING „.. Ll TOP OF PIPE MAY NOT EXTEND PAST INSIDE WALL OF VARIABLE o,;, +•* PER PLAN MANHOLE. IF NECESSARY TOP 1 HALF OF PIPE MAY BE R w SHELF-SLOPE 1" PER a, TRIMMED OFF SMOOTH. \ TaWARD CHANNEL. SEE .,' •'�. _ a a CHANNEL DETAIL. ? FLEXIBLE GASKETED JOINT (TYPICAL FOR PRECAST BASES - SEE DETAIL) A CHANNEL = DIA. OF PIP OUTLET PIPE _ b `e r A - PLAN VIEW PRECAST OR POURED-IN-PLACE BASE. #4 BARS - 1'-O" C-C POURED-IN-PLACE BASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS 8 5'-4" DIA, INCHES. PRECAST BASE, MINIMUM (MIN.) THICKNESS 15 6 INCHES. ALL BASES REINFORCED AS SHOWN. 1 SANITARY SEWER AND STORM DRAIN MANHOLE 2 60" I.D. POND OUTLET STRUCTURE U C7,a SCALE: NITS COB DETAIL: 02720-3 (DEC 2003, REV FEB 2013) C7.0 SCALE: NTS COB DETAIL: 02660-10, REV. DEC 2003 z ROUND, TAPERED STEEL POLE W,/GALVANIZED OR GALVANIZED AND PAINTED FINISH (RTSP 25' MAX.) V1 ROUND GALVANIZED STEEL POLE I SQUARE BASE BY MANUF. (RTSP 30' MAX.) U (2) NUTS & (2) FLAT WASHERS SQUARE BASE BY MANUF. a PER MANUF. RECOMMENDATIONS (2) NUTS ( ) FLAT WASHERS 0 TRANSPO POLE-SAFE PER MANUF RECOMMENDATIONS MODEL NO. 4075 0 BITUMINOUS ASPHALT EXP. JOINT - SIDEWALK (IF REQUIRED) ., MODELTRANSPNO. 4100SAFE F] *n (3) #3 TIES & 2" O.C. In fn J" BITUMINOUS ASPHALT EXP. JOINT SIDEWALK (IF REQUIRED) SEE NOTE 2 � (3) #3 TIES � 2" O.C. � •• (4) �bx3Ox3 ANCHOR BOLTS W/ f/"��f :`�� 1 3/8" PROJECTION 8" GALVANIZED (4) 1ox36x4 ANCHOR BOLTS W/ 1�" STEEL THREADED END PROJECTION 8 GALVANIZED STEEL (11) #6 VERTICAL THREADED END 24"0 CONCRETE PIER (11) #6 VERTICAL 2" CLEAR #3 TIES 0 10" O.C. >, c� 24 0 CONCRETE PIER Uj m 2" CLEAR m #3 TIES 0 10" O.C. I rE El IEZI I I 1I CD 1 I- TI f:�I CO FI,:;: III= Fil �, IIII I9I- a =1 l sk u:: - z SOILS PER SOILS REPORT 0I I - ��1 �I I�I II =1 I I=Ll Fl I11=1 I M I I=I I1=III=1 I 1 I I I I� solLs PER salts REPORT I l f III—III--III-11 I—III it 1-1 I I- — 1-1 5E1 11=I 11=_' �117E11141 I M I I I I I I I I=1 I=1 I=1 I-1 I�I 11=1 I =1 I f= 0 NOTE: 1. SEE FIGURE 10 OF BOZEMAN STANDARD DRAWINGS FOR TYPICAL STREET LIGHT STANDARD DETAILS. NOTE: 2. INSTALL AN APPROVED GROUND CLAMP TO REBAR CAGE AND EXTEND A #6 CU BARE 1. REFER TO LIGHTING PLAN FOR POLE PAINT REQUIREMENTS WIRE FROM GROUND CLAMP INTO LIGHT POLE HAND-HOLE AND TERMINATE TO POLE LUG. 3 25' LIGHT POLE BASE DETAIL 3Q' LIGHT POLE BASE DETAIL PHOTO CELL DETAIL C7.0 C7.0 SCALE: NTs C7.0 SCALE: NTS Issue Date: 10 2612 418 SCALE: NTS � AS-BUILT 08/07/2019 #161140 STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR MARK A. d • EASEMENT a CHANDLER c LINE 5 1/2 ' BOULEVARD N o. 951 aE d . (TYP.) �. Z/C E NSA-° , 4 4 4 . . 4 P STREET SURFACE 5' SIDEWALK GROUND SURFACE '. . (TYP.) I Sheet 13 of 15 A REDUCER CURB BOX r10• 0 min ' 'co' Is 11.5' PROVIDE 5' STATIONARY S (TYP} ROD IN ALL CURB BOXES E � E � v 6 1/2' MIN, X COVER 7 m r FINISH GRADE CURB BOX VALVE BOX C r E TOP SECTION 4 fl o a , L • SEE DETAIL � s 8'MIN (TYPICAL EXCEPT IN SPECIAL (D v ��++ C a� �.P�L�W CIRCUMSTANCES WHERE CITY HAS - MUELLER H-15428 TAP BY CONTRACTOR APPROVED ALTERNATE LOCATION) 0 S a STRAIGHT COUPLING WITH GALVANIZED OR BRASS CAP CURB STOP TEE TEE (PLUGGED) BEND W MIDI WATER MAIN NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORP. STOP TO CURB BASE MATERIAL STANDARD DIMENSIONS FOR THRUST BLOCKING STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES TEES AND PLUGS 90' BENDS 45' BEND 8c WYES REDUCERS & 22 DETAIL OF A COPPER FITTING 1/2' BEND PROPERLY SELECT MATERIAL BACKFILL AREA SERVICE LINE CORPORATION STOP SIZES INSTALLED (SEE SPECIFICATIONS) 2" COPPER SERVICE LINE � A B A 8 A B A B CORPORATION 1 4 N STOP. TAP MAIN AT ;' f// //� ,/�. %j r /�%; ✓ ! �/�/ / r` �T�� COMPRESSION 4-INCH 1'-7" 1,-2„ 1'-9" 1'-6" 1'-8" 0'-10" 1'-7°' (!'-6" 2 1/$" DIAMETER f / /✓r/ // f f r f jr�/r / jf 3/4'. DIA. MIN. r 1 6-INCH 2'-0" 1'-11" 2'-5" 2'-2" 1'-1O" 1'-7" 1°-9' O'-1O" �j' /•� '/' �f. ' fr f'f f SERVICE PIPE 4 8-INCH 2'-8 2'-6'° 3'�2" 3'--0" 2'-5" 2'-1" 1'-9" 1'-6" 2 \,--CURB STOP CORPORATION STOP PROVIDEI/8" DIAMETER 10-INCH 3'-4" 3'-3" 4'---0" 3'--10" 3'-0" 2'-9" 2'-2" 1'-11" 1 DRAIN HOLE WATER MAIN 12-INCH 4-O" 3'-10" 4'-8' 4'-8' 3'--8' 3'-3' 2'-7" 2'-3" 4 4 - 14-INCH 5'-5" 3'-10" 6'-6" 4'-11°' 4'-9'° 3'-5" 3`--5" 2'-5" � �" 6" MIN, TRENCH BOTTOM 1 NOTES:Q ES 1. THESE TABLES ARE BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI~ SOIL BEARING PRESSURE. GENERAL NOTES: 2. WRAP ALL FITTINGS WITH POLYETHYLENE. 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE 'MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 1 TYPICAL BLOWOFF THRUST BLOCK FOR WATER MAIN FITTING 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. �- SSCALE. NTS COB DETAIL; 02660-7 REV DEC 2003 C7.1 SCALE: NTS COB DETAIL: 02660-1 REV 12/27/95 3• BEDDING SHALL BE 1" ❑IA. MAXIMUM WITHIN 6" OF SERVICE PIPE. z 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. j/� 3 WATER SERVICE LINE M--I C7.1 SCALE: NTS COB DETAIL: 02660--6 REV DEC 2003 U 8'- D" MAX. GREEN STEEL POST 3'- 0" MIN, AT END OF SERVICE PROPERTY LINE INSTALL. PLUMB WITH TO BACK OF CURB - r PUMPER NOZZLE FACING STREET PROPERTY NEW HYDRANT, CENTURIMUELLERON SUPER LINE DR "'" '�" 2' MIN.' °' " w w w w �" CENTURION 250 i EASEMENT w w w w w .v w rr OR WATEROUS PACER LINE ���--- -FIRE HYDRANT VARIABLE REBAR ANCHOR 5 1/2' BOULEVARD MIN ND R CLEAR ALL / . w ,� v v .v AROUND (TREES., HEDGES, (TYP.) 4. .� w w �- w w w v w w w BUSHES, ETC.) ' STREET SURFACE 5' SIDEWALK GROUND SURFACE SIDEWALK D ° mt :.:. ADJUSTABLE SCREW ELEVATIONS AS SHOWN TYPE VALVE BOX ON PLANS OR 0.2' WITH LID i . a 4' I I COMPACTED BACKFILL 2.5' \ - ° \% / N d 4 1° ABOVE TOP OF CURB a a 4 (TYP.) WATER MAIN GRADE "c• a \ 'c' (SEE SPECS.} CURB & GUTTER 11.5' S' (TYP,) (TYPICAL EXCEPT IN SPECIAL r /\ \ �. CURB WALK DETAIL GROUND LINE 4 ��, \;� ��/ �4 4 CIRCUMSTANCES WHERE CITY HAS _ ° /v CONCRETE - APPROVED ALTERNATE LOCATIONS) ANCHORS _0 2" X 2" UNDISTURBED -\ I �4 WOOD PROPERTY LINE EARTH 1' MIN. 6.5' COVER "A" / MARKER SERVICE LINE. SLOPE - 1/4" 45' ELBOW PER FOOT MIN., 1/2 PER FOOT CURB & GUTTER MAX. NOTE: COAT RODS WITH "KIPPERS" BITUMASTIC NO. 5L7 COATING OR EQUAL. SEWER MAIN SIDEWALK *CONCRETE 1 THRUST = !�r�� a < THRUST BLOCK DIMENSIONS FIRE HYDRANT BLOCK �. 4 TO MAIN LINE Anchor IN LINE WYE FITTING FOR PLUGlir �! ` !!! vane 1170 PSI 150 PSI 200 PSI 250 PSI 300 PSI VARIABLE ��!!��r 1; tr a s Se %24 A B C A B C A B C A B C A B C NEW INSTALLATIONS. 3' MIN. z'-a 2 a z a 2-C T-v'z'-a s n 2-02 0' 2'-0 2'-0. 2 0 V-o 2-n 2'-7" SADDLE FITTINGS ALLOWED 11�=' :11 :'. 1 2 1 O" z'-r z'-o z'-o•3'-0 3'-a 2'-8"3'-s`a'-o"s'-a" a' �' a"a'-c� s'-i 3'-0 l �y Il FOR EXISTING INSTALLATIONS 1 14 z'-a" 2'-0 2'-0'3`-s 3-a 3' 0 + s"3' v"3'-0' a ❑ a-o•a'-a 4'-� a'-o 4'-0' ONLY UPON APPROVAL OF - - !` ram! 1 8 16 s'-a' 3'-n N-0.4•-4 3-a N-a 4-s'4'-0'4'-0' S 4'-a"+'-0 s'-� 4'-0 4'-0' CITY OF BOZEMAN SEWER -! 1'"�' �� JOINT AS REQUIRED FOR 1 4 18" a'-8' 3'-0 3'-n 5'_5 3'-n 3'-0 5-r'4'-a"+'-n" s'-+ +` 0.4' 0 s'-g DEPARTMENT. PIPE SPECIFIED 3 8 24" 4'-4" 4'-n 4'-n's'-s 4'-0 4'-0 s°-s"s'-n"s'-®" s'-s 8'-a'V-n VALVE =y` I �1�st WATER MAIN -�!! `C%� ��`!i ��s ~` ' �� � !! 1.= =' 1 �1 r!> 1� NOTE; PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM SERVICE INVERT NO 11 - _�1! �.' -!1 �1 ��`11 !���;,-, Issue Dade: 10126120 18 LOWER THAN SPRING � 5' LINE OF SEWER MAIN NEW 6" AUXILIARY GATE VALVE FOR WYE FITTINGS. (NP ) MIN. 1 2 CUBIC YARD WASHED GRAVEL FLANGE JOINT THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. I MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES BOULEVARD WALL{ DETAIL *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU of CONCRETE THRUST BLOCK THRUST BLOCK FOR WATER MAIN VALVES Af 7 C7.1 SCALE: NTS COB DETAIL: 02660-3 REV DEC 2003 AS-BUILT C7ml r4__-� SANITARY SEWER SERVICE LINE HYDRANT LOCATION 6 FIRE HYDRANT 08/07/2019 SCALE: C7,1 SCALE: NTS COB DETAIL: 02730-2 (DEC 2003) C7.1 NTS COB DETAIL: 02660-5 REV DEC 2003 C7.1 SCALE: NTS COB DETAIL: 02660-4 REV FEB 2008 #161140 e R = 15' CURB TO CURB BACK OF Of WIDTH WIDTH — VARIES CURB UNDISTURBED �,' \ \� / yl `�% ` • I FACE OF CURB 15' R (TYP} PT as a ° MARK A. EARTH TYP. �f/� �j �' ` � �/'�": FACE OF GUTTER (TYP.) �, �, 1� 1�l CHANDLER EXPANSION JOINT a a. a : No. 951 SES µ CONTROL JOINT BACK OF CURB D CONCRETE THRUST :-:,.': .': :• MJ GLAND \` 4 C a BLOCK (TYP.) :: . /� DOWEL WITH 24" N0.5 4 . EX PANS1DN 1P') 9�. �CENS�- ` FLOWLINE �� e JOINTS REBAR, 3" INTa BACK . a a a C ] � MJ GLAND---,,,,. ------ r� OF CURB, 3" CLEAR a �" Y.'. .; WITH CURB RETURN A a a D.I. MJ D.I. D.I. FILLET AS ONE PIECE 6" A . •• •• e e 4° - •a• a ' 4" Sheet f of 15 PIPE TEE PIPE PIPE A • •• •. �% MAX. .d' �o d , a NOTE: • •• •• a e d . ° e a' JOINTS WILL BE REQUIRED a 5' SIDEWALK TYP, a r- LO E DOWEL WITH 5 #4 X iF EXISTING CURB �_ 5' x 5' ° (j APPROX. EVERY 10 FEET +• •• a a ( ) CO 36" SMOOTH REBAR RETURN, GRIND GUTTER SIDEWALK'. - • C Tl 1:2{} MAX. EVENLY SPACED ON 1' TO FORM OUTLET • •• •• LAN�IING ! �� ' ", a. a a. CENTERS WITH 3 1/2" CHANNEL WHEN THIS IS • •• • e� 4 N a° a a a 4 a7 r: MJ VALVE OF COVER. WITH PLAN VIEW THE HIGH SIDE • •• •• 4 M'n.@ 4 ,e• 4 a• a ~ CO EXPASION TUBES ONE • •• •• a 4.4 a 51 22' C71 ONE END OF BARS . c D.I. SCALE: 1' =5 . • . . • . . . . � ca � c MJ GLAND PIPE • • • • • • • • • 7 Ng0 . . . . . . . • 0 LL c • — VARIABLE ��++ OWEL 5 1/2' BLVD. (TYP.) 'O E V-0" MIN. STREET SURFACE c a C3 3 1/2" 6" THICK CONCRETE ^ , ( 3/4" MIN. CORROSION RESISTANT ALL THREAD 1f2" PER 1' �� N a) e RESTRAINING ROD, CONFORMING TO ASTM A242-81, SURFACE • MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT s : [ m BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING '� ,' '* ` - EXPANSION FLOW LINE �' �. .' .'; y RAMPS TO BE CONSTRUCTED WITH DETECTABLE JOINT 0 LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED � WARNING SURFACES COMPLYING WITH ADAAG, C r Ca, TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING 7„ COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE w TO ASTM 536-80 MAY BE USED IN CONJUNCTION CORNER OF THE DETECTABLE WARNING MUST BE MJ GLAND D,I. WITH THE RESTRAINING RODS. REINFORCE WITH #4 WITHIN 8" OF GUTER FLOW LINE; NO OTHER POINT STORM DRAIN INLET PIPE BARS ON 2' x 2' © w Z SECTION A— GRID ON THE LEADING EDGE OF THE DETECTABLE WARNING (TYPICAL LOCATION) NOTES: THE WIDTH WITH PROPORTIONAL MAY BE MORE THAN 5' FROM THE FLOW LINE. C �[ INVERT MAY VARY TO SATISFY THE DESIGN W REQUIREMENTS OF INDIVIDUAL APPLICATIONS. FINISHED STREET SURFACE TO BE 1/8" TO REINFORCE CONCRETE IN RAMPS WITH n FIBERMESH AT A RATE IF 1 1/4" ABOVE EDGES OF DOUBLE GUTTER, OR WITH 6x6x10 GAUGEE Ibs.MESH WIRE MESH 12" dd 5`-0" 12" TOP OF CURB TYPICAL VALVE/TEE RESTRAINT TRANSITION TO NORMAL SIDAtK\ ELEVATION, DISTANCE VARIES. + •. . _ �.2SCALE: NTS GOB DETAIL: 02660-10, REV Dec 2003 2 DOUBLE GUTTER SIDEWAL 5' SIDEWALK 5.5" NO LIP C7.2 SCALE: NTS COB DETAIL: 02529--1 DEC 2003 LANDING FLOW LINE r� VARIES SECTION ION B—E NO LIP � �'S" 000 . NO SCALE ..., ALL FITTINGS SHALL BE MECHANICAL JOINT ° STANDARD 2 1/2„ WITH 3/4" TIE RODS 6" CURB SECTION IN EVERY OTHER ROMAC "DUCTILE LUGS" OR EXISTING SEWER PIPE 6 6" CONCRETE RAMP DEPRESSED EXISTING MAIN AVAILABLE BOLT HOLE, APPROVED EQUAL MAY BE \:3� GRAVEL BASE (TYP.) SIDEWALK USED TO FACILITATE TIE LANDING �r ROD INSTALLATION. SECTION A—AFl t NO SCALE U SECTION C-C ` CONSTRUCTION NOTES: NO SCALE 1. STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15'. AND MIN. 5.5' BOULEVARDS. BACKFILL 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. WITH STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY :p• 4 ••fir..k�.'' •. 4 REBAR ANCHOR L; .Y a ,C' BEDDING ENGINEER'S APPROVAL, RODS WITH .. MATERIAL 4. RAMP WIDTH SHALL BE 5' MINIMUM. 5. SIDEWALK CROSS—SLOPES SHALL NOT EXCEED 2%. BITUMINOUS COATINGk.18 MIN:':' ..:.: USE BLENDED TRANSITION RAMP WHERE LIMITATIONS DUE TO BOULEVARD WIDTH, CONCRETE THRUST BLOCK RIGHT---OF—WAY, CURB RADIUS, OR INTERSECTION EXPANSION JOINT (SIZE DETERMINED BY ENGINEER) BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN RAMP (15' MAX. RADIUS15.5` MIN BOULEVARD) ANGLE PREVENT THE USE OF STANDARD RAMPS 3 PER C.O.B STANDARD DRAWING 02529--8 DETECTABLE WARNING TO BE A MINIMUM OF 4' C7.2 SCALE: NTS COB DETAIL: 02529-8, NOV. 1995 REV. APRIL 2005 WIDE, CENTERED ON THE CROSSWALK (S), :' r`' ' 1:12 MAX A r, SIDEWALK XXX DROP CURB }i "MEGALUG" OR "UNI-FLANGE" .' .' � DET CTABLE WAR ING SURFACE (TYP.) JOINT RESTRAINTS MAY BE CONCRETE THRUST BLOCK (AS PER 18" DIAMOND BLACK PANEL WITH 9 RED CURB TRANSITION 1 'q MN ANDSTITUTED THRUST BflOCKIS RODS r s MPW STANDARD DRAWING 02660-1 24" PANELSTASS REQUIRED MIN. IZ THE DIRECTOR OF 04 T NOTE: POLYETHYLENE ENCASEMENT ON ALL DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED. FLAT BLADE � PUBLIC SERVICE ! STREET NAME REGULATORY SIGN BLANK AS PER 04 SIGN MOUNTEDNBACK TO SEE SECTION KS MUECI STANDARDS, SIZE AS ROADWAY 09810 2,2 FOR SPCIFIEp ON PLANS E PAN I N JOINT WATER MAIN CROSSING 'BELOW EXISTING SEWER MAIN BACK ON PAST SIGN SIZES ! ! ! C7.2 SCALE: NTS COB DETAIL: 02660-11, REV. DEC 2003 ! ! • , ! • LENGTH AS REQUIRED ! ! ! 24" ! ! ! ! ! ! TO MATCH STANDARD �-+ Y SIDEWALK GRADE 2' MIN.--� ! ! ! ! <1 V MIN. N 1 Or 2" PREFORATEII SQUARE TUBE PASS • (TELSPAR DR APPROVED EQUAL) 7' MIN. 0 2" PERFORATED SQUARE TUBE POST (TELSPAR OR APPROVED EQUAL) n „ NO LIP LANDING RAMP 48" MIN. z 5' MIN VARIES SIDEWALK 0 ATTACH SIGNS TO POST WITH %" DRIVE RIVETS (MIN. 2 PER SIGN) • 2% MAX 1:�2 Mix .. . _ CRC}SSWALI4q :<,�j STREET MARKER SIGN REGULATORY SIGN 3" GRAVEL BASE (TYP.) z O" CONCRETE 4 CONCRETE - 0 REINFORCED WITH 1.5 2" PEEFORATED SQUARE TUBE LBS. FIBERMESH/CYPQST (14 GAUGE} " OR 6X6X10 GAUGE SECTION A—A a 1ASTEN POST TO SLEEVE WITH 9'is CORNER BOLT ROADWAY GRADE WIRE MESH a (A325) 1 X- ABOVE FINISH GRACE. INSERT BOLT FINISH GRADE 2" fl HEAP FROM OPPOSITE SIDE OF EXPECTED IMPACT STREET INSERT DRIVE RIVET INTO OPPOSITE SIDE. ' MARKER A'•` SIGN POST FOUNDATION AS (TyE') SIGN r PER STANDARD DRAWING � BLENDED TRANSITION 4" as$1a-1 SQUARE TUBE C7.2 SCALE: NTS COB DETAIL: 02529-8A, APRIL 2006 2 YU" x 3 12 GAUGE NON—PERFORATED :.',;. BE SIGN POST SLEEVE (TELSPAR ` "QUIK PUNCH" OR APPROVED EQUAL) I 60" TYP, ALL SLEEVES AND SIGN 24" SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH POSTS SHALL BE INSTALLED INSERT SIGN POST 18" INTO SLEEVE THICK, WITH ENGINEER GRADE REFLECTIVE SHEETING PLUMB. 5 Issue Date: 1012f 12018 2' MIN CLEARANCE FROM •' ''• :� FACE OF CURB TO EDGE ;f M-4000 CONCRETE ANCHOR OF SIGN ` � DEAD END BARRICADE �.2SCALE: NT5 COB DETAIL: 09810--2, AUG 1994, REV 6/2002 SIGN POST FOUNDATION [DETAIL 6 TYPICAL STREET MARKER SIGN LOCATION AS-BUILT C7m2 �-2SCALE: NTS COB DETAIL: 09810-4, SEPT 2002 7 SIGN PAST FOUNDATION �(}$fQ�'/��1� C7.2 SCALE: NTS COB DETAIL: 09810-1, AUG 1994, REV 6,/2002 - #161140 EXISTING STREET SURFACE SIDEWALK BOULEVARD SUBGRADE OR GROUND SURFACE 24'- 5'TYP -VARIES- MARK A. VERTICAL TRENCH WALLS CHANDLER WITH SHORING TO CONFORM TO O.S.H.A. 2' No. 9518ES REGULATIONS PRarERTY 3' MIN GRAVEL BASE 0CIEVIS TOPSOIL YR L ONCRETE 4" THICK M-4000 C L (TYP.) "R 4"R MAINTAIN 0--r % SECTION B 3/4*TO PER V SLOP' PROPER SIDEYARD SETBACK PER ZONING Sheet 15 of 15 A REGULATIONS TNSITION 6- I EXISTING CURB TOSECTION DROPFROM CURB: 7.5" M 5' MAX. 91� 0 00 CD E 16 .. . . _�= h 00 0) CP 0i LQ 7 11 r, INSTALL DETECTABLE WARNING TAPE 18-(45cm) O 0 0 MAX. DEPTH (OPTIONAL) 0 0 0 C) 0 0 0 0 0 -----EXPANSION JOINTS COMPLETELY > BACKSLOPE AS SLOPING, BENCHING, OR SUPPORT 0 0 0 0 0 0 0 0 0 0 0 0 0 () 0 AROUND SIDEWALK SECTION c: SPECIFIED TO SYSTEMS IN THIS AREA TO CONFORM CRUSHED GRAVEL 0 0 0 p 0 0 0 0 0 0 O 0 0 0 0 0 DRIVEWAY THROAT MOTH CONFORM TO O.S.H.A. BASE - 3" MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO O.S.H.A. REGULATIONS* 24' MAX. E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 @) REGULATIONS CURB & APRON POURED MONOLITHIC o tip UNLESS OTHERWISE APPROVED c SELECT TYPE 1 SUB-BASE COURSE I I3 In a BEDDING MATERIAL AS REQUIRED ;: E j,�xx PLACED IN CONTRACTION JOINT 6-(15cm) LAYERS a AND COMPACTED EXPANSION JOINTS AT CURB RETURNS c lfl L AS SPECIFIED IN COMPACTED SUBGRADE SECTION 02221 BACK OF CURB TYPE "A", "B", OR "C" i 1'� a) SIDEWALK CONTRACTION JOINTS TRENCH BACKFILL TYPE I PIPE BEDDING PLACED IN SPACED AT S' INTERVALS - MIN. FLOW LINE DEPTH 1* EXPANSION JOINTS 0 6"(15cm) .2 6" (15 cm) MAX. LAYERS AND TO BE PLACED AT 25' EDGE OF GUTTER c EL w com INTERVALS. VARIABLE COMPACTED THOROUGHLY .5 3/4" PER SLOPE 5% MAX, 2% MIN CONTRACTION JOINTS TO BE SPACED 1/2" PER 1' SLOPE AT 10' INTERVALS IN CURB & GUTTER 6 cn - , nc TYPE 2 PIPE BEDDING - __9 9.5!L4 WHERE REQUIRED FOR LIZ, C4 SOFT OR UNSUITABLE FOUNDATION EXPANSION JOINT MATERIAL SHALL BE 1/2 THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. J DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE _j 10cm) ,_ SIDEWALK DRIVEWAY 'N_ ) NOTES; 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS.1996 ED.) 5.5' TYP. (VARIES) 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF J" AND TRENCH WIDI O.D. OF 1/4- PER FOOT SLOPE STREET SURFACE- >>, PIPE PLUS 2' (60 cm) MINIMUM WIDTH OF w z ........... 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.s, P.T.s, CURB RETURNS AND AT NOT MORE MIN. TRENCH WIDTH f THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB �7_ 3.5' (1,1 m) AND GUTTER. w 0 0 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL F LUORM INSPECTION BY THE CITY ENGINEER OR IL 4. CONCRETE SHALL BE CLASS M-4000. WASHED ROCK CURB & GUTTER /�\/ ///��/ �\�\///\ �/�\r/'�rr/rti/r %r5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W. SPECS., 2003 ED.) 3" M IN. \1_1MIN. 6 THICK FOR CURB AND GUTTER EXPANSION PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. M-4000 CONCRETE OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH NOTES: SECTION 1. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT WILL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" (30cm) FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' (0.9m) FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION. REMOVE AND REPLACE INTEGRAL CURB AND GUTTER ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. 2 2. SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES C7.3 SCALE: NTS COB DETAIL: 02528-1, REV. MARCH 2006 RESIDENTIAL DRIVEWAY APPROACH WITH SIDEWALK 3. SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS SCALE: NTS COB DETAIL: 02529-11 TYPICAL UTILITY TRENCH 6' 0 SCALE: NTS COB DETAIL: 02221-1 REV 10/25/02 1 1 A 2% SLOPE TOWARDS ROAD THICK p.C.C'SIDEWAIK NOTES: 1 . CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" I I I I rr 1­--rt MIN. *DEPTH WILL VARY PROPORTIONATELY I 11 FH4 r�,N. �'1'8F 1" CRUSHED AGGREGATE BASE 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND WITH DEPTH OF CROSS DRAIN 3" GRAVEL BUILDINGS AT 2%. • c MP' T SUB 'GRA 3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINTS AT 20' INTERVALS. U % 3/-- 0 SIDEWALK CROSS SECTION 0 CROS� �)I D STREET TRANSITION DRAIN CONTROL JOINT SEAL WITH BITUMINOUS JOINT SEALER SCALE: NTS (LOCAL STREETS) <Or-, IDO EXPANSION JOIN' (COLLECTOR STREETS) 60.0' R.O.W. 6 0 150' (ARTERIAL STR EFTS) 5.0' 7.5' 14.5' CL 14.5' 7.5' 5.0' SIDEWALK BOULEVARD DRIVING LANE DRIVING LANE BOULEVARD SIDEWALK 10,j. 2.0' 2.0' 1.0, EXTEND EXPANSION TUBES 3/4" PAST 2% SLOPE 2% SLOPE % END OF STEEL DOWEL TO ALLOW FOR 3% SLOPE 37. SLOPE EXPANSION (IF DOWELS ARE USED) 0 % FILLET TO BE PLACED ON 3" INTEGRAL CONCRETE 3: 1 .15% 1 .5 0 3;: COMPACTED GRAVEL BASE OR STREET TYPICAL SIDEirti k"IM-ri CURB & GUTTER BASE, WHICHEVER IS GREATER. STREET I I EXTEND BASE AND SUBBASE 9" 3" BITUMINOUS ASPHALTJ C) BEHIND BACK OF CURB (TYP.) SURFACE COURSE T�Ark INS CONCRETE TO COMPACTED SUBGRADE LINE BOTTOM OF SUBBASE WITH GEOGRID ABOVE GEOFABRIC. EXPANSION JOINT BE 6- DEPTH 6" CRUSHED GRAVEL BASE GEOGRID - USE TERRAGRID B100 OR APPROVED EQUAL AT P.C. (TYP.) FROM FACE OF GEOFABRIC - USE MIRAF1 50OX OR APPROVED EQUAL % CURB TO 15' R (TYP.) COURSE (I-j" MINUS) (PLACED OVER COMPACTED SUBGRADE) 0 do ---0- STREET 12" GRAVEL SUBBASE (6- MINUS) 3/4- STEEL DOWELS (OPTIONAL) SIDE STREET TRANS11-111 N 0 75' (LOCAL STREETS) LOCAL STREET CROSS SECTION z _j 0 ) 7: 100 (COLLECTOR STRI ETE <3 Ld LLJ < STANDARD FILLET �-' �SCALE. 150 (ARTERIAL SIRE SCALE: NTS COB DETAIL 02529-2, REV. AUG 1994 co �14 0 0 90.0' R.O.W. 0 6.0, 7.0' 8.0, 5.0' 8.5, 14.0' TURNING 8.5, 5.0' 8.0, 7.0, 6.0' PARKING BIKE BIKE PARKING -7- SIDEWALK BOULEVARD LANE LANE DRIVING LANE LANE/RAISED MEDIAN DRIVING LANE LANE LANE - BOULEVARD SIDEWALK 5% 3c/T 1.0, 0.5- TOP OF F 2.0' 'FINISHED GRADE 2.0' 0 5 1.0, IS AN EXTENSION OF CIL THE 3% GRADE OF THE TOP OF ASPHALT 2% SLOPE 3% SLOPE ------------ --------------------------------------------------- 3% SLOPE 2% SLOPE Issue Date:1012612018 INTEGRAL CONCRETE CATCH CURB & GUTTER T 6 \> YPICAL STREET INTERSECTION TRANSITION EXTEND BASE AND SUBBASE 9" 4" BITUMINOUS ,-S \ INTEGRAL CONCRETE C7.3 SCALE; NTS BEHIND BACK OF CURB (TYP.) SURFACE COURSE COMPACTED, SUBGRADE SPILL CURB & GUTTER LINE BOTTOM OF SUBBASE WITH GEOGRID ABOVE GEOFABRIC. 6" CRUSHED GRAVEL BASE GEOGRID - USE TERRAGRID B100 OR APPROVED EQUAL COURSE (1-j" MINUS) GEOFABRIC - USE MIRAF1 50OX OR APPROVED EQUAL C7m3 18" GRAVEL SUBBASE (6" MINUS) (PLACED OVER COMPACTED SUBGRADE) AS-BUILT (78_- LAUREL PARKWAY CROSS SECTION 08/07/2019 C7.3 SCALE: 1"=5' #161140