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HomeMy WebLinkAboutBaxter Meadows Subdivision Phase 4A o•�014 T A tio, BAXTER MEADOWS SUBDIVISION P ;: RECORD DRAWINGS PHASE 4A APPROVED n "`azO NAME ITLE DATE CITY OF BOZEMAN MONTANA TD jj� THOmAs,DEAN C HOLTAN S,nvC. 3 1 111� ) ENGINEERING CONSULTANTS E �.YGWAI FALLS_80Zeunn_icw� Hc LEGEND J(IN, 00 a O - � NEW EXISTING DESCRIPTION = V o HARRIER POST l It BORING 1� � Z a ^ SCHEDULE OF DRAWINGS W w Y Ln " I a ® BUILDING _ PHASE 2A REMAINDE R 1 � N A W z O BUSH OR SHRUB pHn E I TRACT 4A-I b SHEET NO. SHEET NAME o �4 ® CABLE N RISER C'0.5. __ 1 1 COVER SHEET > z m ww OUTLET STRUCTURE ND r 1 2 NOTES (r U U U W - CONCRETE - BAXTER LANE — 5 C I N 3 T15 3 UTILITY PLAN INDEX O O❑ O f 1=_S=E- w W LLl Q SECTION 3 y T2S o SU'/- Fey 3415 .i CONTOUR ;. N0 \I PHASE I I y 4 SANITARY SEWER - VAQUERO PARKWAY & `A" WAY ►rl a Imo, Val, '� 5 SANITARY SEWER - "B' STREET AND CASPIAN AVENUE F CONTROL POINT PHASE 4A PHASE 4C 1 --—--— CURB & GUTTER , c� CONSTRUCTION ROUTE (TYP.) 6 WATER - "A" WAY, STATION 1+00 TO 14+50 _ _ = CULVERT 7 WATER - "A` WAY, STATION 14+50 TO 28+52 w < DELINEATOR POST YMCA _ 6 WATER — "B" STREET AND VAQUERO PARKWAY O O O DITCH 9 WATER — "C" STREET AND VAQUERO PARKWAY PHASE 4D �j EDGE OF ASPHALT 10 WATER — CASPIAN AVENUE BAXTER MEADONS EDGE OF GRAVEL 0 1 000' PHASE 4B PHASE 4A 11 STORM DRAIN - CASPIAN AVENUE ❑ ELECTRICAL BOX I I I I I 12 STORM DRAIN - "A" WAY m m m -+- -•—•—•—*—+- FENCE - WIRE S C A L E _ 13 STORM DRAIN - "B" STREET AND PONDS 6 AND 7 OUTLETS U --o-�--o-- FENCE - WOOD TRACT .3A-I ___-- Z 14 STORM WATER DETENTION PONDS 4, 6, AND 7 DRAWN BY: KLS E•O.S. NO' _ 5 DESIGNED BY: KLS Y FIRE HYDRANT 15 STORM WATER DETENTION POND CROSS-SECTIONS QUALITY CHECK KEW ® GAS METER REGIONAL ? 16 STREET GRADING PLAN - 'A" WAY DATE: 6/07 PARK Q JOB NO. B0 5-01 6(0 34) —I GUY WIRE 17 STREET GRADING PLAN — 'B" STREET FIELDBOOK HEDGE 18 STREET GRADING PLAN — CASPIAN AVENUE ❑ INLET 19 STREET GRADING PLAN — VAQUERO PARKWAY AND BLOCK 3 ALLEY 4., A LIGHT POLE 20 STREET GRADING PLAN — VAQUERO PARKWAY 9 Maleox VICINITY MAP 21 INTERSECTION AND CURB BULB GRADING O MANHOLE 22 INTERSECTION AND CURB BULB GRADING +1 MONITOR WELL 23 STREET SECTIONS & DETAILS 24 UTILITY CONDUIT LAYOUT w E OVERHEAD ELECTRIC 25 PEDESTRIAN RAMP DETAILS H POWER POLE Q RETAINING WALL - - IL O TELEPHONE RISER HAVRE Z ® TEST PIT DQ l u TRAFFIC SIGN (n Z -1!f TREE - CONIFEROUS REAL FALLS > Z Lij W 0 TREE — DECIDUOUS -'+ Q ———CTV——— UNDERGROUND CABLE TV _ (n ——E ——— UNDERGROUND ELECTRIC HELENA G GASH c/) Q W S —s SANITARY SEWER BUTTE _ W Su —Sn STORM DRAIN 0 E AN Alt LIN O O O --T --— UNDERGROUND TELEPHONE a m V -—V WATERLINE w ►� WATER VALVE WATER EDGE PROJECT LOCATION WATER WELL Lu LOCATION MAP X a m CAD NO.B516-034-01 R.DWG SHEET 1 OF 25 TFI EN„� RECORD DRAWINGS Al P , AP��PnRnOVED^^,, '�70NAL NAME TITLE DATE azo Ox TD& THOMAS,DEAN&HOSKINS,INC. Z Za ENGINEERING CONSUL'1'ANl'S I„4 ON SMP'O�l �115-BDZEMAN-KNl5FLL1 NU1911NWAM a "MIN IDMq 3; zF d GENERAL NOTES WATER NOTES G a IIc�y4 I THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL HE SECTION OR DETAIL W Z W RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES 1, ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO DESIGNATION SYMBOL C_ BEFORE BEGINNING EXCAVATION. TOP OF PIPE, A 2. ALL POWER, TELEPHONE AND OTHER UTllltt POLES OR GUY WIRES WHICH INTERFERE 3 Z � WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY 7 MAINTAIN A MINIMUM OF 1B" VERTICAL SEPARATION BETWEEN OUTSIDE OF w COMPANY. SEWER/STORM DRAIN AND WATER LINE CROSSINGS. SHEET NUMBER WHERE Q SECTION OR DETAIL W W ALL PIPING 10 MEET AWWA CLASS 51 DUCTILE IRON PIPE- IS SHOWN 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH 3. z EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY Z Fr 4. THE CONTRACTOR SHALL INSTALL MLGA LUG RESTRAINTS OR CONCRETE THRUST Nr THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. BLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS, AS DESCRIBED ABBREVIATIONS c uN IN THE SPECIFICATIONS. 4. EXISTING FITTINGS ARE SHOWN BASED ON DATA FURNISHED BY THE OWNER. THE > Z m CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING ofU U U W J REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX. DRAIN GRAVEL AND CONCRETE THRUST BLOCK; SEE C.O.B. STD. DRAWING NO. 02660-4. ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER O w 0 0 w Z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. ® AT MH MANHOLE 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF C.O.B. CITY OF BOZEMAN MIN. MINIMUM 6. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE SEWER/STORM MAINS AND WATER LINES CONIC. CONCRETE NO. NUMBER �I �a w ,� RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. CONST. CONSTRUCTION PVC POLYVINYLCHLORIDE 7. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE CT. COURT RCP REINFORCED CONCRETE PIPE m REMOVED & RESET BY CONTRACTOR. 0 DIAMETER Sim. SIMILAR D.I. DUCTILE IRON PIPE STA. STATION H � 8. ALL SEWER AND MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. DR. DRIVE STD. STANDARD SANITARY SEWER NOTES DWG, DRAWING ST. STREET 9. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT ELEV. ELEVATION lYP TYPICAL INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. EXIST. EXISTING W/ WITH F.E.T.S. FLARED END TERMINUS SECTION YPC YELLOW PLASTIC CAP 10. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS 1. ALL SEWER MAIN PIPE IS TO BE SDR 35 PVC AND MEET ASTM 3034 STANDARDS. L.F. LINEAR FEET CONSTRUCTION DRAWINGS. 7. Al L SEWER SERVICE PIPE IS TO BE $UR 26 PVC- co m m 11. ALL CONSTRUCTION WILL CONFORM TO MPW55 (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS. 3. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A SEPARATE WYE. NO TEES OR DRAWN BY: KLS DOUBLE WYES ARE ALLOWED DRAWN ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY SHALL DESIGNED BY: KLS BE OPERATED BY COB PERSONNEL ONLY 4. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. QUALITY CHECK: KEW 110, 13. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 5. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF DATE: 24-HOURS PRIOR TO BEGINNING ANY WORK. SANITARY SEWER AND WATER LINES. JOB No. 805-01s1.34) 34) FIELDBOOK 14. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 6, MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SANITARY 15. ALL INTEGRAL CURB AND GUTTER LOCATED WITHIN CURB BULBS SHALL BE PAINTED SEWER & WATER LINE CROSSINGS. YELLOW FULL WIDTH AND SHALL HAVE A DELINEATOR INSTALLED AT THE BEGINNING OF ALL CURB BULB TAPERS AS DETAILED IN THE PROJECT SPECIFICATIONS. SEE DETAIL SHEET 21 w (L z oQ U) a > < oZ m0 w cn z O z w Op � m w w Q m CAD NO.Bk034-02R.DWG SHEET 2 OF 25 i IT ,P w€ YDRANT ARROW BOLT HYDRANT ARROW BOLT HYDRANT ARROW BOLT ONA BENC MARK EVATI N 470 .58 3ENCHMARK ELEVATION 4702.65 BENCHMARK ELEVATION 4704.11 BENCHMARK ELEVATION 4707.58 ` HYDRANT ARROW BOLT � V ZZa � � III lil ii II I BENCHMARK ELEVATION 4706.15 w E — H D -- I -- D Its • SD SD - �-- �Ss j Vl * ---' --' ---'- ---- - ----- - -- ------ ---- ---- ---- ---- - ---- ----- ------ ---- --- ----- ---- ------ - BENCHMARK ELEVATION 4706,53 i H Z SEWER �R DRAIN 5T0 M DRAN z �y TIRE 4_ �'�l WAT R SH ET13 HEEf 1 `ET 1 °` REET •° 8YR ' s 6 19 I "WA / HEEf 6 I I SHEET 18 "A" AY WATER °' RRRWiii SHEEt 8� toLET Y�1 W Za S S Z L�HrET� Q VlSTORM DRAIN r STOR DRAT i I; W U) KKSHEET 12 gyp ,r o5 EEb 1 s ORDRAT 'SH B l T' • '' s i i Q NUSTij£ET ISHEEf117 --- $=© -3 LL --- - ----- ---- ---- -$t - ---- ----� i ❑ o C,0 o C) LL ET 19 STR ET T r WA - - --------- �sHEET L,; w03 4 S� SHE -8-- -- - --' ---------- SHE ---- - -y- --moo iWATER , .f I I Kdy, _ I III UN� �lWN DRAIN- S(4E $' '� SHE 17 •J s 's '� s I i m -DETERTIOE OND 4 PHAS 4A _ SHE 14,15 "B'STR ET eouN "B"STR ET w w w i aaa a S ORM D16N -+- SHEET'13 L 0 100 2001 30D j STRE ORM i HYDRANT ARROW 80LT' `'� _y iP HEE,T B �" 1 $ EETBENCHMARK ELEVATION 4712.38 S C A L E ,1 % s EET5b IL ;SEWER_____ _ ___ _. ___ ____ _ ___ _ _ __ _____ __�J e I DRAWN BY KLS A 1 r _� _. __ — _—___ _ '� - - � - - �- c - - _ _ _ _ _ _ _ DESIGNED By Kls - - G QUALITY CHECK: KEW ____ ____ ____ _____ ____ PHASE 4A _ _ i DATE: 6107 Q `; s /--11�` 0 UNDARY,� '� EET 10' FIELDBOOK J08 NO. BOS-016I034) I o 7 \ A� -- -- \ `r '/� \ --- o I "C ST EET I e L s T- r TER ' Q SHEET 9 LLI s ♦V \,� - \ -� Q HYDRANT ARROW BOLT BENCHMARK ELEVATION 4718.36 a J 1 W Q BOA �� � V �" J vp i x q I i cn z d O WATER W F" SHEET 7; O N J RECORD DRAWINGS -'� {� �q uI APPROVED 1 1 a cf) T4D.rr, 3-21'�1 , - _ I > Q' NAME TITLE DATE �^�� ,---_ '- , ❑ r NOTE: SEE SHEET 3A FOR AS-BUILT 'a TD&� THOMAS,DEAN&HOSKINS,INC. FIRE HYDRANT ELEVATIONS �` VAQUERO PARKIN J X ENGINEERING CONSULTANTS -- Q PRLAI -902tU-Kraus W �t HYDRANT ARROW BOLT m Lenrsrou luwo _ BENCHMARK ELEVATION 4724.89 1 WATER 1 STREET SHEET 9 I SHEET 20 I CAD 110.8516-034 03R.DWG SHEET 3 OF 25 i .1 1P -IY DRANT ARROW BOLT y p 11 HYDRANT ARROW BOLT HYDRANT ARROW BOLT BENC IMARK ELEVATICN 470 .58 II ENCHMARK ELEVATION 4702.65 11 it BENCHMARK ELEVATION 4704.11 BENCHMARK ELEVATION 4707.58 Zoo ' p I HYDRANT ARROW BOLT V o=o BENCHMARK ELEVATION 4706.15 of 1\ S❑ 7� SD $J j TO v1 -6' ' f ---- ---- ---- ---- �sr ------ ---- ---- ---- ----- ----- -- --- -TDRANARR ---- ---- --- ----- -' BENCHMARK ARROW 4706.53 HYDRANT 0 6 A'YDRANT ARROW BOLT BOLT"1/HA ENCH K E ATION 705.1 IU E ELEVATION 705.6 1 '^ a — —>t - - - - - - - - W U) AWZ — —4 $ 5 I I I I I I I z z a 1 p1 ! HYD RROW BOLT I ° ¢ o \ I ENCH K LEVATI N 47)8.62 I U) w w W m N I > . 7 • - i 2 J p 6 9 O I 1 i 1 Q U) VJ In J II$L© _-3 LL ---- ---- ---- L ---- --- - I o wow two _ -�T oo wai ARR --o---- PHA aA ^B STR R TION 9 3BEN HMAR EtL "B"STR ET BOUNDARY ET W LU W n HYDRANY ROW OLT Q o00 HMA�2K ELEV� ON 47�.85 , , , ,, ., A HYD AR W BOLTQ HYDRANT ARROW BOLT A NCH K El ATION 4711.6 I 0 100 200 300 �1 q�� m e s BENCHMARK ELEVATION 4712.38 I m m m C _ _ _ __ _____ ____ �. i DRAWN BY: KLS ---_-_ - _ DESIGNED BY: KLS QG , ° _____ __!S__ .T__ QUALITY CH ECK' KEW \IN \-PHASE 4A _ DATE 6107 O BOUNDMY._ JOBN BOS-016(034) FIELDBOOK EET -- ------ us. I �z - - ---- s /�` ti✓ I • HYDRANT ARROW BOLT s 2� BENCHMARK ELEVATION 4715.27 Q U) �� • \ HYDRANT ARROW BOLT _ i w Z a ♦G ' BENCHMARK ELEVATION 4712.45 O \ I HYDRANT ARROW BOLT = Q 'o \��J(/,j •\ J BENCHMARK ELEVATION 4718.36 a uj _ OQ w cn z Y LI Z Q QGcr4, m O HYDRANT ARROW BOLT OA BENCHMARK ELEVATION 4719.45 V f/ Z _ w LLI m RECORD DRAWINGS Z w��; '� ��/ w w APPROVED c a � 45 3'21�05 � HYDRANT ARROW BOLT NAME n I r DATE ��?(,..,;' BE CHMARK ELEVATION 4724.15 Q w 1 THOMAS,DEAN&HOSKINS,INC. VAQUERO - H w TD& ENGINEERING CONSULTANTS ��� PARK --� X CREAT rx -BOZEWN-YAlI a YDNTNU. icPOwrsron w,Ls-= HYDRANT ARROW BOLT m LL BENCHMARK ELEVATION 4724.89 1 II I CAD NO3 51 6-0 34-0 3AR-DWG SHEET 3A OF 25 i fir,,,........ # t ITH E i P `W BAXTER LANE BAXTER LANE o_ ZZ - ;10 1 3 O - SD F - SO SD S0 SO _ - --- W� - _ - - - - ------ -- -- -SS-M - ------ 5 _.. --- --- ----------- - --SS- - F STA 4+54, 5.5 RT INSTALL 14 - 8'X4' LEFT } STA 8+00, 5 RT 'I I RIM 470 .67 INSTALL 1 - 8"X11 RIGHT RIM 4 03.90 Q 3+71 ZSTA 3 a 66 p1 C 4893.37 NV IN (S) 4696. NV IN (E) I•ly z Q i Q 0 ____ _ SEWER FOR D 4893.37 NV IN (E) 4695.84 NV OUT (W) i i^ O J - PHASE 4A. Iy p 4893.171 OUT (W) i SS MH #5 U �. - INSTALL 8• m l J S- r$ CS' 9 STA 1 +50,,5r5 R7 .J LU ti i \I Q RIM 4703.66 Z1 14697.81 INV I E)•46G986 a F- xx _ O "A"WAY "A"WAY 4¢97.51 INV OUT (W)�69-e& -- -- -- - --... - -- -- +3.22 4699665 469667 4696.60 4696. 2 t7;47 �68.6 +35.fi 8.84 W 00 4693.35 04 4894.81 +O6 +66 �+Vg. +86 +79 76 0� +95.6( 7U .07 M89¢.37 ' Z z Z VAQUERO - -' -T_ ; o N 1+00 \ +00PARK -, - _w wv, > Q 0 c • ----+;- 1 --1---: -F-- � --1-.-`--F�-'- -'---f-r-_- w� �or �,5 w w w LLw2 zo IF•I+•il 1� STA 4 68, 1.03 LT 1+64 0'' W 1 91 +46 +99 +46 +96 +46 +gg +46 �10 11i�5.6 +25.6 +75.6 +25.6 RIM 4698.87 4694.70 4695.09 '4695.47 4695.80 96.16 8.51 98.88 7.31 >7.85 N46M12 46911.35 4898.57 INV IN (S) 4688-744888.98 I INV OUT (N)�4688-E 4688.71 SS MH #2 ' CONNECT TO EXISTING I STA 3+43, 5.5' RO m I `� `r S 6 'r w w w 12' SEWER MAIN RIM 4700.27 17 ( ¢ Q NV :14 (E)+691;+4691.15 1 I 0 p INV OUT (N)�698:94.4690.95 '• Q� AV RECORD DRAWINGS A APPROVED,I 0 50' 100' 150' , m m m I I I I NAME nnr DATE 0 50' 100' 150' S C A L E - -- - - I I I I I I I I DRAWN BY: KLS � THOMAS,DEAN&HOSKINS,INC. S C A L E DESIGNED BY: KLS TYPE 2 EXCAVATION /TYPE A BACKFILL ENGINEERING CONSULTANTS TD& f1� FNLS-BOEFWW-RNISPELL wAS .-r0n QUALITY CHECK: KEW lE.�L510H aw0 - DATE: 6107 JOB NO, B0 5-0 1 610 341 FIELDBOOK 7 7 0 1 2 EXCAVA7 ON J TYPE k 6ACKFlLL o m to 4720�- - - 4710 mn moo QD 10 mm � azzp ��o ♦ Q .}Z0 VI KZZZ !0lOf cn W 11 ut �>> FlNISH GRADE xg? (CENTERLINE) 4710 4700 - +o..�.? oo..F zp z �a�zzp INISH GRADE �0v?o ��M» Z 06 -- ooN.� z>> ENTERLINE) rnr�» yvl D•?? O Q } EXISTING ROUND -zz - -- - N 0 0 (CENTERLI IE) a;E»> s ��zzz > NN 1 --- -_-- _- �_-- --_ - -- -_-- --- --- F�]OAK5 z35 m ------ - EXISTING G OUND --- -- = m 1791.F 1.1 0%1� • PVC SO C SD 354700kL;LNtKUN - ----8 • PV 4690 a8• PV SDR 35 5 .F. (n Z ` � �0.7 1G g• SDR 35 � W `DW 4 LF. OF 5+ W 12" PVC SDR 35 g" pVC SDR 35 O IN -- -- 0.58X Q L F m Cy 34 _ 5 W > EXISTING GR UND c 4690 -- - - - - - -- ENTERUNE 4680 -- 50 IdAl 5 W r1 u1 n m EXISTING GR UND W m 'D of oo TUN ELEV CENTERLINE a �) 0 4685.00 50 1l� O N N !0 IR n T O 10 !0 0! q 7 ni a 7 Ol 1� 4 N M 2+00 3+00 4+00 O1 g g g g o m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m !o n n n n n m• n n n n n n n C n n n n n n n a e a a a a a a t a a < a < a a a ♦ a a e e 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 VAQUERO PARKWAY "A" WAY CAD NO.B516-034-04R.DWG SHEET 4 OF 2j i ITH RECORD DRAWINGS = APPROVED a y' .1 iP {.1 NAME TLE DATE „ /DA� �•��� w 4-- -�`�' �'�� �� - THOMAS,DEAN&HOSIUNS INC. `zo$ s T s' -S s s s-- TD&I F.NGINEERINGCONSULTANTS� V =60 GREAT FANS-BOZEW -WYISPDX 1gMWU IdWO I�1 VQI STA 7+80. END SEWER a { 0' "WAY 10 I iD FOR PHASE 4A. INSTALL SS MH #3 SEE 8" GIP SHEET 4 S ti' c9 I II CAF- W � - --J I /00 - yy 0 W b Z o 0- - - - >I _ -t -. 0 - ------- ---- --- ----- - -- - Za N a DO S INS ALL 8 - 8" 4"WYES LE dI v J- W W - ai , W U �CASPIAN AVENUEOf g A SS MH 6 IN ALL 7 8 4"WYES RIGHT � i ----------- ----Ft1TtiR�-55- � (�N " STA 3+ 1, 5.5 RT SS MH 7 I I .Ol > Z m RIM 470 65 STA;8+27, 5.5 RT '10 INV IN O 46915/.4� 95.17 '' RIM706. ! SS MH �J8 �� W J INV OUT (N) 4694.97 INV IN (E) 4696.63 STA 6+28, 5.5 LT (CASPIAN) - w w w "B"STREET INV OUT ( ) 4696.43 RIM 4706.43 ❑Cl 0 0 wwo 4696.63 96.92 +34 4697.45 �y F p t28 +83 +s3 +83 7.94 +83 +33 +83 INV IN (E) 4698.56 h�'I In ( 0 4697.20 33' ,'����ggg�jj'' ' 98.87 '46�9.041D 0��' INV IN (S) 4696.56 F �N '1�`" �'aF= - INV OUT (W) 4698.36 0 50' 100' 150' L 1{ �' --��,� +� �r-•- 1- -' -f- �- 1�- --1-- - Z I I I I I I I I s 0 50' 100' 150' S C A L E �� _ - -1 1-- I I I I I a a a ' _ I S C A L E o 0 0 461 +73 +36 1 +93 +53 ��32' +73o+9B 98.87 7.01 4897.31 7.89 698.76 > 9+05 _VV STA 8+60 END SEINER A FOR PHASE 4A, INSTALL r 8 GIP m DRAWN BY: KLS DESIGNED BY: KLS / TYPE 2 EXCAVATION / TYPE A BACKFILL TYPE 2 EXCAVATION QUALITY CHECK KEW TYPE A BACKFILL DATE: 6/07 rn JOB NO. 19105-016(034) n H FIELDBOOK 0 w o d K n r n ui M ,p :D r Y117 r '�O'ni O'n N N G0 iflmd ma moo mma X?p dr 4d� edd3 ro a.. Q g» '�n,dw aO M,dw 1n� a 3 KZZ Q --- ^m z =+� � FINISHED GRADE =+o 4710 -- _ °fog �arZp (CENTERLINE) �a0�Z2p �ma z'o !} Ill w ri viw� -"' j0 in vi¢Z 0v'0mZZ 1n,n it ?? 4710 W Z ow a ±ezz N~ zz _ - - Q 11.1 'l OR i \ J EXISTING GROUND Z Z '� (CENTERLINE) Q w w 0. 4700- - - - 238 L.F. t t- R 35 � H Q 0 39 B PVC SDR 5 w g• PVC Q Z (U 236 L.F. m O06 g• pV SDR 35 ro 3 m fn Z uj U) < W 4690 -- --- --- 4690 m 4, 5: �q1�' w m f== ISTING GR UND S c DATUM ELEV ENTERLINE EXISTING GR UND G •' 4BB5.00 so - 50 ---- - --- CENTERLINE GO 0D n n m d m n TO ,7 _ Lu O O O O O O O O' O O O O O O O O O i(1 N f0 n n 06 pj ri 1+00 2+00 3+00 4+00 5+00 6+00 7++00 8+00 9+00 6+00 7+00 8+00 9+00 m "B" STREET CASPIAN AVENUE CAD NO.13516-034-05R.DWG SHEET 5 OF 25 ITH 1 1p BAXTER LANE <zo zom zz c ol 10 0 PS13sn 71 wl < ----------------------------------- ------ -------------------------------------------- -- Shk 4+60.6. 5.5' LT -I�STALL 19 - 1' SERVICES LEFT STA 9+55.6 5 5' LT ST 94.2. 5.5- LT IWTALL 8'X6" TEE, 13.5 L.F. 14STALL 18 - 1' SERVICES RIG-IT INSTALL'3 X�-'TEE,.11.3 L.F. 0 5c, loo, 150, z IN 1 90' BEND [OF 6" PIPE, AND 7.5' BURY OF 6- PPE. AND 8 BURY I I I I I I 1 0 STA 4+42.6 5.5' LT npE HYDRANT FIRE HYDRANT -i u INSTALL SPRY EL:VATION-sm 4703.72 E C A,+ E TALL 8-X8- TE; BUY E"TION - 4703.W 61 G) Lu STA 4+20.6. 5.5- LT A 4+75 6. 5.5' LT STA 9+50.�, 5.5� LT I INSTALL 8" GATE VALVE /--ISNTSTALL 8 GATE VALVE INSTALL 8 VALVE +20.6 +90. +70.6 +30.6 +90.6 +55.6 +85.6 +50.6 +10.6 +70.6 +30.6 +90.6 +50.6 U) Z +80.6 +40.6 +00.6 +50.6 +10.6 L I WAY 10' 0, z 0 Lm > In wao W (-) (-)(.) -fi-- A --q +-H s SiS cn(n - +- 7LF.- . I 1 6 7T F. w w ♦ s i .. ; I . I ; I '.;t� , 1 0 0 0 :Z 0 +03.1 +55.6 +05.6 +55.6 +05.6 +55.6 +05.6 +60.6 10 I 0: +BO.6 +35.6 +85.6 +35.6 +85.6 +35.6 +85.6 +35.6 +85.6 +44.8 w U.1 w < << 0 00 11 ------- -------- --------- ----------I----------L-------- [a m In TYPE 2 EXCAVATION TYPE A BACKFILL DRAWN BY: KLS DESIGNED BY: KLS QUALITY CHECK: KEW DATE: 6107 JOB NO. B05-016(034) w w w w FIELDBOOK m w > RECORD DRAWINGS w W w w 4720- APPROVED 4/2c 0 wl z + 10 + + 't cl; c; 0 + c; NAME T DATE 0 0+ ++ 0 z THOMAS,DEAN&HOSKINS,INC.Ln TD&!o ENGINEERING CONSULTANTS v Iq GREAT F -BOZEIAAN-USPE� ww �-E� WASHING" Lu U) STA 0+ 4.2 TO 14+50 INSTALL 355.8 LF. OF 8' LASS 51 DU LE IRON IPE 4710- FINISHED GRADE + 4ilO z (CENT LINE) 0 Lo 9 F5 z + Z c4 4700 p 4700 (n z (CENT LINE) + + IV 3.1 LijLu 0 N T,I 0 0 0 co cl) z w 4690 4690 OD c; LLJ EXISTING GR)UND 0 x DAWN ELEV CENTERLINE + 4685.00 50 ca 0 1p 0! 0� rl� aq ci n a� c-i o 0 0 0 cj 0 0 0 0 ol 0 a 0 C, C,C, 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 "All WAY iCAD NO.B516-034-06R DWG SHEET 6 OF Ri i ITH E '- A - -- -- _ DAVIS LANE �70.NAL - -- - -- - - - - -- - -- - - azoo - - - y� ��o STA 17+59.6. 5.5' RT STA 17 81.6. 5.5' RT -------1 -- ---------- ----------` ---------- - - - - - -- - v -- - y _ __ __ •.�1'-: - ~ �3 'STA. 4+96.5 TO INSTALL 8"X8'TEE AND 22 L.F. INSTALL 20 =-'1r- ICE EEFT \l 15+29.5 INSTALL B' GA E VALVE 1 STA 21+10.0 TO STA 21+45. _-----_-_ _- - - vi EFt�T ONE "i) OF 8" IPE 0 0.84% OWN > DEFLECT ONE PIPE JOINT z E" STA 20+85. 5.5' RT - - PIP'E,JOINT STA 15+28.5, .5' KI "� .l•: STA 18+14. , 5.5' RT - ----- INSTALL 8" GTE VALVE i J -_ !F�y `: INSTALL 8" GA E VALVE INSTALL-D8' PATE VALVE STA 22+67. 5.5' RT ----- ------ ---------- ------ ^ F" +38.4 .a STA 21+ 5.4, 5.5' RT BEGIN DE CTION i 16+00 +72.0 +32.0 •:`fi INSTALL " GATE VALVE i O '+09.0 18+00 +55.3 ; ' STA 2 +08.0. 5.5' RT STA 14+985, , \ ' +93.1 , 1M00 +75.3 END ELECTION I ►+4 0 5.5' LT. �-- +15.3 , +44.3 i STA 2 +96.8, 5.5' RT STA 28+52. 5.5' RT INSTALL 90' ' , , +78.6 +43.0 �S+Op G. BEGIN DEFLECTION INSTALL 8"X8" TEE BEND' - _/-- +-- ---�--5-1-'-�_ _' ' - , , '1-- -_r---- 1 _'_ i '+_04.0 +19.9 f C A 25+97.6, .5' RL z1 a �J mil) �LN +77.3- -- - y j�-- _ r�r-� END D�SLECTIO _ „ _�, _y �v - ' ' ' : +87.8 +53.1 +13.1 ------- +811 i _ STA 15{.34.5, `_ _ - __ v-lam ' ' ' ' Zp A w f g` ' STA iS+T9.H-5:5i T J y� - INSTALL^. %6' TES. 14.Jpp,, r--- --- nm ---_- '~-h- '-� L Q o OF 6" PIPE, AND, TU 1 �' - - INSTALL 8'Xfi' TEfi, L. . + + - ' -j ' FIRE HYDRANT i LL i OF 6",PIPE, AND J. ,I BURY _ s BURY ELEVATION=4 6.AAA41 1 STA 17+81.6 TO I FIRE HYDRANT „2 `c7 n A'WAY - y - --�+y`- i-'~ �'----}-- - w U U U w v� 1 1>4*1 BURY ELEVATION={7 9.6 ' _ w m u>U) -- _ ------- i- I DEFLECT ONE 3 - 1 �TA 21+10.0, 5.5' RT _ _ _ STA 24+7 5.5' RT _ -_ p p o O jwz PIP JOINT 17-+82,3, "�' .T --i-- a, _ INSTALL B'Xe' CROSS >' STA 21+50.3, 5.5' RT INSTALL 8' TE VALVE z INSTALL 8' CAP AND BLOWp 1.�0� 1 I ,i I ' INSTALL 8"X6" TEE, 11.3 LF. : SEE C.O.B. STANDARD DETAIL 1 STA 28+20.0. 5.5' RT F"1 09 OF 6" PIPE, AND 7.5' BURY N0. 02660-7 1 1 INSTALL 8" GATE VALVE � _ FIRE HYDRANT STA 24+79.9, 5.5' RT i W O_ LU LU ti- BURY ELEVATION=4713.32 INSTALL B-X6"TEE, 14 LF. OOF 6" PIPE, AND 7.5 BURY _ FIRE HYDRANT w w w BURY ELEVATION=4717.45 d ¢ Q Q 1 I co >a 0 50' 100' 150' A IIIIII I I > » ALE m m m TYPE 2 EXCAVATION /TYPE A BACKFILL SC -- DRAWN BY: KLS DESIGNED BY: KLS QUALITY CHECK: KEW DATE: 6107 JOB NO. B0 5-01 610 34) w -- - -----T- - FIELDBOOK z J F m m m w STA. 14+ 0.0 TO 28452.0 INSTALL 1402 L.F. w __ _ 4720 - -4- - ri A.E-IRON PJ - - _ - 4720 -- + + + O N a u1 v1 o 6 _ fO FINISH D GRADE ,py - - - -- --- - n:! LIJ - - o In 4710 -- _ _--- - 2. . - - 4710 Q. ----_ - EXISTING GROUND m O IN ---- - - F (CENTERLI E) (� Z Q + w APPROVED RECORD DRAWINGS o o o "�w.r✓k4e4Cr.a. TIetO¢�'e� m 3-Z - 4700 -- - - - -- - -- - --- - - - - - NAME I TITLE DATEATE _ 4700 o NAME TITLE DATJINC- D&IO w THOMAS,DEAN&HOSKINS W LL J �+l ENGINEERINGCONSULTANTSw w Qa1 C0 a'y i�-eozEu�w-wi.lsveu 0 � m 3 LrmSTON Q cn w W W W n w a w �¢ .pup j > "m > tO --- > eo > x S io 4690 aD m m m nD --_6 is ao 6 O to co OD to 16 of of ui o n - ei o of of a o w 4:11 o .i o r vi o o a o 0 o EXISTING GR UND '° m m `� d N n N I` n + CENTERLINE p+ + + + + a c < N m 16 X pp N N N N N N N N N N Q 50 - - - m m O) M m d! O ' m d m M m a O N n 17 O m r• 1� ,O ,D �- ,O NN d Ill N V7 ,O 1� m m O, O, __--0, O O N� - N h M d N N m OI N N N O O O O O O O O O p p 1 n r n r n n n n n n n n nl n n n n n n n n n n n n 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 33+00 24+00 25+00 26+00 27+00 28+00 "A" WAY CAD NO.B516-034-07ft.DWG SHEET 7 OF 25 i .o.wT m'no ITH i P 1 I "A" AY 3- -r-- i-.- r .- ♦ i ­0 -•-7__ --r -T--� _f-_ J Q O- ' f w CG' • • I 1 I - • I • Z ( Q v ^l \ n , 1 • 1 • 1 � 1 1 � '• I " � � , 1 1 101 • I ,I J ------------ T STA 0+ 4.5, 5.5' R _ INSTALL 8'X8"TEE I H- r ►=I F QUERO PARKWAY STA 1+2 5, 5.5' RT ' INSTALL 8 GATE VAL STALL 8 - 1` SERVICE LEFT WI I STALL 7 - 1" SERVICE RIGHT --- V ' W - - - - - -- - - ZI - - STA 3+32.0. 5.8' RT STA 3+64.8, .5' RT Z a ___ INSTALL 90' BEND INSTALL 8" AND BLOWOFF �,Q - _ - a _ STA 3+32.0 TO STA 3+64.8, SEE C.O.B. NDARD DETAIL W W-_- -- - -- -- - -- V)I 0 DEFLECT ONE PIPE JOINT NO. 02660-7 Y A W z m I STA 8+�2.0, 5.5' LT INSTAL.1, 8"XW TEE rJ ST 8+22.5, 5 5' LT A 8+27.5, .5' LT I i Z Q Z m S .5 RT INSTALL , ' 8" 6" TEE, 11. L.F. IN ALL 8" GAT VALVE w A 3+52.5 W N t+ INSTALL 8"X6" TEE, ?5 LS OF E" PIPE. AND 7.5' BURY I Er m F 6` 0 7:S BU 0' ' () () r13 5 100 150 w w w FRE HYSSRANT BURY LEVATION=47 6.93 O �wzo BURY ELEVATI N=4704.72 I 1 I 1 zo SCALE g03: +92.5 +42.5 +92.5 +42.5 +92.5 +42.5 +97.5 I F"I mm� _- v I•'r4-V '-�-- -V '-- �`L' - - TYPE 2 EXCAVATION / - r- '_-�`_- TYPE A &4CKFILL w w w STA 3+79.5, 5.5' , I L it i �••i S i IIu'I 0 0 INSTALL 90' BEND 0 50' 100' 150' I I +87.5 ' I 1 +�i.51 +52:51 O I I I I 1 +47.5 I+07.5 1+67.5 ' S C A L E +225' -STA 4+12.5, 5.5 L STA 8+87.5. 5.5' LT - - 0 w A INSTALL 8" GATE V VE "B" TREFT IN TALL B" CAP AND B OWOFF z � �.> E T.B. STANDARD DETAIL2' IN i m a m m co NO. 0 660-7 o In = DRAWN BY: KLS RECORD DRAWINGS a72D • Ir 4720 cs QUALITYDESIGNE CHECK: KLS QUALITY CHECK: KEW APPROVED rNi a it. 8/07 DATE: Sjvn«�or 3-2?�cs + 0 3o JOB NO. 605-016(031) w M FIELDBOOK NAME TLE DATE < _ w pp 0 TD&1�0 THOMAs,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS I+i< ��Erus-BOIENON-"#SPELL wtiSMX�NGN'N Lrwrsra+ ouK1 TYPE 2 EXCAVATION / TYPE A BACKFILL 4710 m 4710 --- - - STA. 3 32.0 TO 3464.8 INSTALI 32.8 L.F. OF 8" CUSS 51 DUCTILE IRON PIPE Q< Q w 4710 - - ------ ---- - --- -- 4710 _ W F FINISHE GRADE (CENTE LINE) Q W STA. 0+ 4.5 TO 8+87.5 INSTALL 93.0 L.F. x ' iK OF 8" C S 51 DU LE IRON PIE r ci FINISHED G)DE d a (CENTERUN -- - -J -_=---_ -- - mz 4700-- 4700 O 0 -- \ as - -_' o -_` l ! XISTING GRO ND 1^0 - - Q W CENTERLINE) Fo 1 � z \ / In 4700 - 4700 1 ! EXISTING GROUND -TV (GFATERLINFL: z 0_ z V m 0 06 --- - - - - . o w 1_. 4690 4690 U Q W In m • 'n w ~ F3 �j LLJ W > > m Q �O > ZpZ O IN m .c Obl OD a x m m W pp O 4ssD " 4690 Q m In m In vi In I.i n N �(. N N m S w + + yGp' 5 + + +a rp1�' m a EXISTING GR UND m m m m 5v 5 CENTERLINE yIII N F EXISTING GR UND DATUdf ELE_V _ _ ____ ___ _ CENTERLINE 4BB5.00 50 DATUM ELE'V W a N to m In m n n m a ao n m n 4680.00 50 of 4d a ri I.i "i ui ri a a a 0 Iri Iri Iri di < n . rl m un W 0 0 0 0 0 0� o 0 0 o Qi ad ad ad a o o a a a a a e a a a a a a aI a a a a e IDm n n Q 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1+00 2+00 3+00 4+00 "B11 STREET VAQUERO PARKWAY CAD NO.8516-034-08R.DWG SHEET 8 OF 25 I TH 1 P I`Z �� ) STA 22+90.0, 1.62' LT _ INSTALL - 1" SE ES LEFT INSTALL B" CAP AND zoo INSTALL 1 - 1' SERV ES RIGHT - - -- _ STA 24+54.6, 5.5' LT _ zoo BLOWOFF, SEE C.O.B. I V LU INSTALL 8'X8" TEE STA 26+21.8, JVALE6 o=_ ST 7+60 3, 5. ' LT- _ Z STANDARD DRAWING ' - -- INSTALL B" -� 'Q ,,� h` TA 12+69.8, 55' LTA J I N0. 02660-7 I CONNECT TO E rr �m IN ALL 8X6' EE, i�3,b L. . - - _�, OF 6" PIPE AN 9' BURY INSTALL B'X8' ROSS - W STA 24+27.6, 5.5' LT _--FIRE HYDRANT INSTALL 8'X6" TEE, 11.0 L.F. STA 24+87.6, 5.5 E^ OF 6' PIPE AND 7.5 BURY BU Y ELEVATIO =4710.37 TA 12+47.8, 55' LT STA 13+02.7, 5.5' LT ^�1-� Q FIRE HYDRANT I INSTALL 8' VALVE M.y +85.3 +40.3 +90.3 +40.3 +90.3 +40.3 +15.3 IN 'ALL 8" GATE ALVE I INSTALL 8" GATE VALVE -� �$ p '�-� BURY ELEVATION=4722.04 Ihi/I I I I I I I I I '7 � --- R V1 �7 i - 1 --- -'r- - - �' Q 7 r - Zd+ 4.t14 O v v r"la v v I ti� v v -- VAQUERO PARKWAY Gr C7 J - � i W z� L -SZA-hkab.S,-lid=J. --��TRE . - STA 14+66.6. 5.5' LT yy I INSTALL 8" GATE VALVE STA 12+77.8, 5.5' LT I _ CONNECT TO EXISTING WITH - Z OG /_ INSTALLED SOLID SLEEVE 'l g W W Y +15.8 STA 7+19.8, 5.5' L 1 12"X8" TAPPING TEE AND 8" STA 24+32.6, 5.5' LT +99.6 I'. INSTALL 8'X8" TEE I _ - GATE VALVE U) C W z r INSTALL 8'VALVE Z z Q STA 6+95.3, 5.5' LT >Q O �"w \ EETAC.0 B• CAP AND STANDARD BDO OFF, t I STA 24+97.6, 5.5' LT -p j QI 40 INSTALL B"X6" TEE, 6" VALVE, INSTALL 1 - 2" SERVICE RIGHT w o L)( W NO. 02660-7 U U U m III I 51 L.F. OF 6' PIPE E AND 6" CAP AND BLOWOFF w w w O �wz 000 N x �o U'VlJ 0 50' 100' 150' III III W RECORD DRAWINGS i S C A L E TYPE 2 EXCAVATION / TYPE A BACKFILL O a O APPROVED I _U �1er'nn Swro�c�r 3-21-a'I p� NAME TITLE DATE (Aut THOMAS,DEAN&HOSKINS,INC. NI lrqlz'mtuj_ m m 0 50' 100' 150' TD&I� ENGINEERING CONSULTAN7•S S C A L E SPOKMAW Umsm" ' DRAWN BY: KLS 4720 - 4720 DESIGNED BY: KLS i XISTING GRO ND QUALITY CHECK. KEW (CENTERLINE) DATE: craT -- lSTA 22+90. TO 26+21. INSTALL 331.8 LF. JOBNO. B0501610341 F 8' CLASI 51 DUCTILE:IRON PIPE FIELDBOOK TYPE 2 EXCAVATION /TYPE A BACKFILL 4710 4710 n720 - - - - 4720 z �. STA 6+95.3 TO 4+66.6 INSTALL 771.3 JF. W OF " CLASS 51 DUCTILE IRC N PIPE rn F Q (n Y + ai a INISHED GRAM `�o _ N w w z = a CENTERLINE) ---- -- - F_ i 0 v a. a 4700 w = i 4700 O 0 4710 3 w a W - - - --- ---- ---� ---- - -_ -__ ------- -- ---- Z3 V) Z w ���yy - - -- -_ ---- - - EXISTING GRO -- -- -- _m - V I+ 0 (Ny< N N N NN 06 N a Q Q Q Q uo F a 4690 �'°D N N N Vl N Z 4700 --o - - - - --- -- - - 4700 4690 c Q W a 3.1 O O N Ix o In �d z_ O /�/� Z W W S W a: U U a � VJ aQ 3 w w > w Z� -10-- .. __ u m 4' WV w� m ce m m o m m o x C Ln 4o m m ry J EXISTING GR UND ypP� 5 ri m m '1i ri r + 5 r of rn m >¢ CENTERLINE (� ' °f n ,X' w ,, Q EXISTING GR UND �' + `++ m+ +_ - LLJ m a n n } n + CENTERLIN �'+ N N - - -- __ c;m _. 50 _ E 4690 en a N m o �o O a o �' IJJ 50 T N n X n O M O r m N O a w a I` I`cV O O O O I oo O O C, O O Qm a L 23+00 24+00 25+00 26+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 "C" STREET VAQUERO PARKWAY CAD NO.B516-034-09R.DWG SHEET 9 OF 2�j * rN7.4 fTH 1 1P „\zoo 10. z oz- - I RECORD DRAWINGS �;��� STA 9+20:0-5.5' RT APPROVED _ Z EQ"" INSTALL 8" GATE VALVE _ _ _ - 1I,p --- CASRAN AVENUE — `*N �° � 16r '�"7 DATE THOMAS,DEAN&HOSKINS,INC. 0 _ _ _+_ s TD&I� ENGINEERING CONSULTANTS x z FFF cnEnT rues-sozr�ar+-IwlseLu uoriwa v v Sv E WASMNiGMN -- - LEM S(N Coro U � I I � a S}A +17.0, 5.5' RT STA 6+50.0. 5.5' R 1 +00.0 +75.0 _ N it ALL B"XB"� _ I INSTALL 8" GATE VALVE LL'' STA +44.5, 5.5' RT %/ z Z SIx 6+23.7, 5.5' RT IN ALL 8"XB" TEE O INSTALL 22.57 VERTICA :-� - N BEND, SEE DETAIL THIS - >Ln �.m0 PACE w U U L) INSTALL 2 - 1" SERVICES RIGHT 11) m m h 1 w w w O a `zo No 000 0 50' 100' 150' I� I I I I S C A L E m cc,m DRAWN BY: KLS DESIGNED BY: KLS TYPE 2 EXCAVATION / TYPE A BACKFILL QUALITY CHECK: KEW DATE: 6/07 JOB NO. B0 5-01 6(0 34) FIELDBOOK STA 6 17.0 TO 9 4.5 INSTALL 327.5 L.F OF B" CLASS 51 DUCTILE IRON PIPE FINISHED G E (CENTERLIN ) 4710 — 4710 - ----- W I N - (CE ERLINE) Q N B" SEWER MAIN a W O Z Z 4700 4700 8' WATER MAIN W /// (CASPIAN AVE.) 18 N Z > a STA 6+17.0- W O 8"z8" MJ TEE Z Z - -o- SOUTH BRANCH 8"WATER MAIN w O +W TIPPED O 22.5% (CASPIAN AVE.) _ d m O m to Wo n a ^c N Z 4690 m N m 0 +O 9 O o eo STA 6+23.7 J � a a W o n o ui a s o 4690 6" MJ BEND (22S') � W V n N N N N(1 O + + + +W + + O co 0 0 to i EXISTING h 5 rn rn uj v_ CENTERLINE UND In N W m so WATER MAIN CROSSING DETAIL 1 3 - 0 0 0 0, s s o 10 a a vn o a� a a a a W 6+00 7+00 Rfon 9+00 X m CASPIAN AVENUE CAD N0.6516-034-10R.DWG SHEET 10 OF 25 A ,T70.NAL �c`o. azo U z ZZo Z=- o= 39 SO MH #16 (40) SD MH N19 (50) - _ L3Trt.F�F- STA-4-+B05:5' s STA 3+52. 5.5� LT 12" PVC A-2000 RIM 4704.83 �g� INSTALL 20 LF. OF STA 6+73.4, 15.5� LT RI14.4703.87 O.600 INV IN (S).i69937.9 I 15" PVC A-2000 TBC 4706.92 Iji'.II� z INV IN (E) 4698.90 - ® 0.5X'\ I I INV IN ( Ctf701.13 INV IN (E) 4699.82L-.--- - - a INV IN (S) 4698.90 _ I INV IN (W] 4701.38 }_ INV OUT (N) 4698.79 - - -' SEE WAY SHEET 12 DRAIN INV OUT (N) 46i699.50- 0] _ _-50 INV OUT (N) 4701.13 -- - - O 'o. cr IF- LU - - Sn CASPIAN AVENUE -' z z zo g - - - _ W SO INLET/MH #18 )I � SD MH #13 (40) ® 0.50� 708.21 ' LU _ SD INLET/MH #ZO (50) STA 3*88.4, 15.5' TA 6+40.5 t�0.1' LT SO INLET #12 INV I I (E) 4703.63 O ►z-i STA 1+75.0. 15.5' RT I _ TBC 4704.01 Ri�l,4706.57 __ _ STA 6+73.4, 15. ' RT INV UT (N) 4703.63 (/] TBC 4702.42 �, _ Lam,_ - U) Q 40 INV IN (S) 46'�8.08 � INV IN (S) 4699.11 I INV IN (S) 4700.38 I CL, TBC 4706.92 j 0] - ` _ _ INV OUT (NW) 4699 111 INV IN (E) 4700.38 - 1 _ - INV OUT (E) 47 1.53 .ln �0 U U W J INV OUT (W) 4698.08 INV OUT N)+7963& U N m wz 0 50' 100' 150' 3I -- 'Zo l I I I I l I I L _ _ _ r5.o� S C A L E INSTALL 1gq0,,3 L.F. OF - \ 1- t F.I wo_w NV OUT 4697.60 O 0.4 c o o A m m m TYPE 2 EXCAVATION / TYPE A BACKFILL DRAWN BY: KLS DESIGNED BY: KLS QUALITY CHECK KEW :j DATE: 6107 g M JOB NO. B05-016(034) y� n'� FIELDBOOK ri n f Z RECORD DRAWINGS f N oo n�d10 mm �oi 'm n�< _rndd? w+ � NISHED G E APPROVED m m m< n om,.�Z +mn"3 o z ( ENTERLINE) II 4710 - _ m - - r+� - ---- - :.---- .m -� 4710 ZKD E;7 pm>>> -NAME LE DAR < +0.....� " + OzTHOMAS,DEAN&HOSKINS,INC. t z z 0 - EXISTING GROUND W TD& ENGINet wNG C'ONSULT'AN I'S J+d n --- Z z- - - LLI c6rw1 tuts-BoILMAN-KHiSv[u uorrtau soot wnsiiwcru" O m z z - 23% 1tM1510N _ _ - U.F 15. W 37 L. �42x 0. 77[ 27X 1,1 INC A-20 0 d 4700 ---_ _ _ 161 L.F. Z Q 1 1 178 LF. . 4700 40% 0. O 18" PVC A- 000 15" C A-2000 of Q V a 2p00 Z 24- PVC -2000 w I b A 2000 3 vWi 3 � � z a m cn z U 4690 - - -- - -- - 4690 N Z LLI ycF� s O EXISTING GR UND co VATUA(ELEV CENTERLINE Q 4685.00 50 11.I m m d o N m m m a a n - m n o d a/ Ol O M tV M Mj < K] N m O Or O O O O O O O O O O O O O O O O d a d d a v dl ♦ d d d d d d d d d � w N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ~ X m CASPIAN AVENUE CAD NO.8516-034-11 R.DWG SHEET 11 0 F 25 i T *F RH i a} \ BAXTER LANE 10 k� - /4 ---- - -- -- -- -I- -- - , U„ a'qTT Sn SD S➢ 55-L.F_.-OF 9.427E-- ----- -- W --- 15" C SDR 35 O z' INV UT 4695.77 z SD INLET {�i [r STA 1+84.6. 17.5' RT I LU Zn J TBC 4698.74 } INSTALL 60 L.F. OF Q N INV OUT (E) 4696.16 Q 15" C A-2000 O 1.23% SD MH #1 (50) CA FFF+++MMM z INV OUT 4695.77 STA 9+y26, 1 .5' RT Q INSTALL 33 L.F. OF 12" RCP 7 .D ._i F 5 '�� N a 0 CLASS V O 0.45% I (RIM 4 03.87 SO IN /MH #3 ( INV IN (S) 4 98.90 `� Tn 5 9+82 V d STA 7 56.3. 15.5' L SD INLET 6 SD INLETJ.'8 INV IN (E) 4 98.90 INSTALL�LF. OF STA 9 80, END AND CAPSD INLET/MH �2 (40) TBC 700.53 ST 3+70. 15.5' LT STA 6707 15.5' LT INV OUT (N) 4 98.79 U R. O"040X RCPLASS III STORM DRAIN FOR PHASE 4ASTA 1+84.6. 17.5' LT r INV I (S) 4696.51 "A"WA TB 4702. 3 "A*yWA TBC 470 .74 TBC 4698.74 I OUT O 4698.14 INV OUT (5) 4699.24 INV 0 �N) 4696.51 r W INV IN (W) 4696.01 ' �._ Q I INV OUT (E) 4696.94 .-- - - - 1 1 - - - ' T --1�i-0Q z z 4696.00 - -, - - p .r w Lo 1 -r r S r i '__ r 1 >U U U w� 0 50' 100' 150' I O O o �wz 1z" vG A�z000 xZo S C A L E ' INLET/MH #4 (40) ) V11N L 29 .F. OF ,STASD I +40.4H 15? (4L0T 'g033,-}g.5 SD INLET/MH #5 (40) VC A- 000 O 0.5 TBC 4 STA 3+70.6. 15.5' RT TBC 702.74 INV IN (E) 4696.66 TBC 4702.03r INV I (N)54699. 9INV OUT (N) 4696.66 1 INV IN (E) 4697.74 INV UT (W) 469 .09INV IN (N) 4697.99INV OUT (W) 4697.74 www 00 0 TYPE 2 EXCAVATION / TYPE A BACKFILL m m m TYPE 2 EXCAVATION / TYPE A BACKFILL DRAWN BY: KLS DESIGNED BY: KLS DUALITY CHECK: KEW DATE: 6/07 JOB NO. B05-016(034) FIELDBOOK 4720 - --- --- -- - --- - RECORD DRAWINGS APPROVED^I o, au m ODn 4*n+ HeQti uneccc� r 3-21-09 rnmm a ��c DATE rn m W NAME TITLE 4710 ---� N a 2: 'o a s Q TH OGALMLSV.NGINEERINC CONSULTANTS-A6GZSFL,V ND-WE4A15PNELL&HOSKINS,INC.TD MON = e x dowa r FINISHE GRADE N+o GREAT 5 = SP�EwAswtlG N c z + v 7+ z a (CENTS UNE) a a z z O z c3>>o �j ------ -- �Z -- Q >> NNE _ N +az= NQ�z z-- - - - wrn zZ 0 Z O PZZ _J 1 L15" -- --_ ---- -_ _ --_- _- _-- Q 4700 _----- - 0.5% EXISTING ROUND T �•�__ ___ ----- - Q Z 0.5% 270 L.F. (CENTER E) 21 L.F. SDR A-20 18 RPC CLASSIII ? Z 5" PVC A-2 DOO (1) zQ j L w ' W O 0 m Q m O 4690 W N DATUM EIS _ ___ _ _ __ _ _ uj uj 4685.00 n O N N rD t0 n 01 O O ,O m M Y Gl n mvi N V N N N N cV o 0 0 0 o rn o c> 0 0 0 0 0 0 0 0 0 0 o Q m n n n n n m n n n n n n n n n n n n a a a a a a .r a �r e a a � < a a + ♦ + m 1+00 2+DO 3+00 4+00 6+00 7+00 8+00 9+00 10+00 11+00 "A11 WAY CAD NO.8516-034A213.DWG SHEET 12 OF 25 nITHA =A I 1P iwF 'to azo ;�Uo z_z- ii I ox BAXTER LANE g BAXTER LANE I Qn r 2 3+00 4+00 5+00 6+00 7+00 ---- _. O � -- -- -- 1 IIc.Iy.i PLACE RIPRAP 1' J sD� '{ SC 1 I f SD ' F+I O AT OUTLET 1- INSTALL UILEI-SIR kL(50)- -_ - —_- --- --- z �} WITH 2 73/8'.27 SLOT SIZE4 1 ; J Q i RIM=46 .27 INST L 400 L.F. OF PON 6, SEE SHEET 14 z INSTALL 163 L.F. OF INV IN ( OND) 4695.77 24" C A- 000 ® 0.46% INSTALL OUTLET STRUCTURE CRO -SECTION, SE SHEET 15 I z Q 1=1 a 24" PVC A-2000 ® 0.4% Q. INV IN ( 24") 4694.6 WITH 4-1/4" SLOT SIZE Q W W INVERT OUT 4693.99 Q INV OUT (W, 24") 4694 64 RIM=4699.17 a A W I 0. 1 400 INV IN 4697. 7 �p ;r J ,' I cl)Q O 1z" Q I �' '• - '-' INV OUT (24" 4696.90 `9 (� W 1 \� �;- POND SEE SHEET 1 o U 0 50' 100' 150' j Z m � CROSS SECTION, SEE HEFT 15 I 1 1 1 1 1 W w U U U W w Of(if Q "A"W .A"W Y SCALE w w w Q w z o Cl Cl "zo �03 --- _ -- -- --- H �M,� W W W V _ _ Q W W W I \ 1 m o o A RECORD DRAWINGS mmCID N DRAWN BY: KLS APPROVED r�y{/�� DESIGNED BY: KLS OsdAAdr� 71Mp¢_(_�r 3-'),T- O q QUALITY CHECK: KEW NAME IT" DATE DATE: 6107 0 JOB NO. B05-016(034) a W n° p�OTHOMAS,DEAN&HOSKMS,INC. FIELDBOOK aTD& ENGINEERING CONSULTAN'[S s�raK"E P15-�-KAUSPELL wasweo'�'iGra"w+ m rn a a iEwlsran IDwo EXISTING GROUND 'A+n�w (CENTER INE) r,, o FINIS EO GRADE + z 00 F (C ERLINE) 5 -z i z > 4700 - -- - - - __- - z / - ` ---- -- POND 4. - -- T — -- I SEE SHEET 14 CROSS-SECTION, - - w 0.465 24 PVC A-2000 SEE SHEET L.F. 163F. �� /iV, D INLET #28 Z Z 24" PVC -2000 ��S'\I``I I I A 3 29.3. 15.5' T a a 1 jl, 1 c+ 4 4.19/ Z IlI 0 (W)(4701. 6 _ INSTALL 40 L.F. OF Q w 4690 - - - - 15" PVC A-2000 INSTALL P7 L.F. OF w _j ® 0.50% I 12" RCP CLASS V Z 5 INV OUT 4700.42 ® o.so Q H EXISTING GR UND 5 SD INLET/MH I29 (40) ._ Q Z N DATUM ELEV CENTERLINE ------- ----- - ------ ' STA 3+29.3,424' 9T 1 1 _ -�--4685.00 50 RIM 703R2 ? rL m Q m a 1n rn m N o u� m a n ' INV IN (E) 4700.87 - ri o6 w m o0 m of vi of of of d d m m m o, rn m rn m rn 0 m m o o INV OUT (W) 4700.62 �� 0 50' 100' 150' U) Q Z m f0 �o io �n fo m m fD fo n n - a S C A L E N i+00 2+00 3+00 4+00 5+00 6+00 7+1 O O m 0 a Z "B" STREET a w U) PONDS 6 AND 7 OUTLET PIPING m CAD NO.B5"34-13R.DWG SHEET 13 OF 25 ITH 1 1P -- --- ------ - -------- --- ------------------ - - RECORD DRAWINGS � QOT - ----------------- ------------------------------------------------ - -- - -- -- - - ----------- - - ------------ ----- = oz - -- - - _ - - - - ------- - -- - -- - - ---------- SN SatC�( _Z 3 _- - NAME - -TITLE DATE OVERFLOW EL TD& �THONI��S,DEAN&H ULTA NS INC.EERING CONSULTANTS1.52mot"WASHINGTON VI ly - ------- -- - s 4H:1V SLOPE ----_-_- - -- -- - - - - - -- �y 7-. SLOPE TO R/W LINE _y 0 S `'V s 5' ------- -------------------------- \ PLACE RIPRAP AT OUTLET Zd ^ W Y _—_______________(r S ------------------______ Guy I a -- -------------- ------------------------------------------------------------------------ o - - �o-- --- --- - - -- -- - -- - -- - - ---- ----------------------_-- _-_--- -- - -- 4H:1V SLOE POND TTOM ELEV=4697.67 -- -------------- ------------- - Bfi�TEft LANE ----_.---_---- ----.------ -_----- ------ �v v v W m WATER URFACE ELEV=4699.17 _ _----. ---------------- --- - ----- ---- ----- w 0 0 J POND 6 - -- -- ------ -- ---- - -- --------------- ---------------- ___ ------ -- ------ - _ a ------ I 1 �'--------------------- .', �' --_ ❑ 0� way 5995 CUBIC FEET IN ___ a POND 7 Q a0 0❑ 2832 CUBIC FEET 0 RFLOW EL 4699.29 00 A �j. 01 (� su SD 0S / m m m POND 6 Q DRAWN BY: KLS I 1 INSTALL RIPRAP AT OUTLET DESIGNED BY: KLS N Y 4H:1 OPE QUALITY CHECK: KEW 2 I DATE: 6107 n- I 1 AO R JOB NO. B05-016(034) I FIELDBOOK O �\ .5H:1V SLOPE ly I' w e` > I POND BOTTOM ELEV=4695.77 WATER SURFACE ELEV=4697.27 INSTALL OUTLET STRUCTURE � ��, I ° 41-1:1 PE I I WITH 3/4- SLOT SIZE I 4 ' II A(] R RIM=4701.92 INV IN 4700.42 1 1 INV OUT (15-) 4700.00 I \ - W PLACE RIPRAP AT OUTLET (5' WIDE x 4' LONG)�— POND 4 1154 CUBIC FEET 0 20 40` 60 I I -� ```` ,INSTALL RIPRAP AT OUTLET a N 31S E C A L J INSTALL 35-L.F. OF--"' 15" PVC A-2000 0 0.5% INV OUT 4699.83 V) Z L1J OVERFLOW Q EL. - 4701.92 185' R O Z m \ Lu O \\ \\ I 13H:1V SLOPE W f cn Z a POND 7 ; - I w 0 I I I I in IN POND BOTTOM ELEV=4700.42 it I O Q ~ WATER SURFACE ELEV=4701.92 I I Q m Z Lu \ I Lu W SG C 0 PLACE RIPRAP AT OUTLET w � a I m POND 4 CAD NO.B516-034-14R.DWG SHEET 14 0F 25 i ITH 1 1P �z_- J''�c J70A.A �� 4705- - 4705 azo FINISH GRADE V zz- MAXIMUM WATER F,.I s TBC ELEVATION 4697.27 47D0 cr F 4700 Lfl�ARD VAQUERO PARKWAY 4H:1V ��SCOPE F-r > 3% W SLOPE VARIES > SCOPE 3N' �.J z 5' SIDEWALK ------------- ------- ----- [.. Y F1Ll lz xz .0 4695 -----� 4695 O � o _ W� lBOTTOMPOND ELEVATION 4695.77 a Wo �3 �o U 4690 U - - > EXISTING GROUND-""'- 4690 I� w za a0 1f1 N 1� N Q N Or N 01 Obi N ^w yCW Y 1+00 1+50 2+00 > QI Z m D_w 00 � WN POND 7 CROSS-SECTION RECORD DRAWINGS 4Wo x � APPROVEDl// �Nw NAME *TITLE DATE m THOMAS,DEAN&HOSKINS,INC. www FINISH GRADE TD&� ENGINEERING CONSULTANTS O O O 4705 - -- - - - svaw+e waswwRON cater ruts-eoz - ru 4705 MAXIMUM WATER IEwrsroN own TBC ELEVATION 4699.17 BAXTER LANE BOULEVARD 4 4700 - 2% N.iV STOP _ COPE 4700 > >> -� 6' SIDEWALK -------------- - ------- -- m m m FILL /// DRAWN BY: KLS w EXISTING GROUND! DESIGNED BY: KLS 4695 w -- BOTTOM POND - -_ - Y z ---- 4695 QUALITY CHECK: KEW Jg w ELEVATION 4697.67 '` II�=Tl- DATE: 6/07 z m JOB NO. B05-016)034) wW rn a FIELDROOK w EXISTING GR UND p n o o c N N n O O O O O 01 1+00 1+50 2+00 Q POND 6 CROSS-SECTION w U) a U) z z 4710 - - 4710 O O FINISH GRADE N_ Z PRIVATE OPEN SPACE E MAXIMUM WATER Q V 4705 ELEVATION 4701.92 TBC 0 Z W 3H:IV S1-OPE BOULEVARD BAXTER LANE 4705 m (n SLOPE 4H,1V 2% 37 =) 2 N --------------------- _ >' � Z SH'1V Q O 4700O l _. 4700 �cn W w U OEXISTING GROUND BOTTOM POND 5' SIDEWALK Q EL ATION 4700.42 z z a1 4695 --- w 4695 W O EXISTING GROUND Z z d 3 z m v W ----- - - - - 4690 n a o X 0 0 ' o o m V O a e < L - 1+00 1+50 2+00 POND 4 CROSS-SECTION CAD NO.B516-034-15R.DWG SHEET 15 OF 25 ................._ ,,, IT ' `- 1P Lg ; - - - I U`1,`<Zo Q zz- a \ C NSTRUCT 5' S EWALK INSTALL PEDESTRIAN RAMP, TYPE B (TYP1 QI AS SHOWN SEE DETAIL 2 d 3 0 . INST L PEDESTRAW RAMPS (4). TY E A (TYP.) 25 SEE DETAIL 0 Z W/ EEF /'STA. +24.1 •: 15, ,9 U I IGNS INSTALLPEDESTRIAN RAMP TYPE B ( STA 9+40.83, END T FOR 1W `rry j I SSE DETAIL INSTALL DEAD E. DRAWING RA�DE;ON COB 25 O CO STRUCT 5' S10 ALK 5 AS SHOWN 0 50' 100' 150' -- — N 11+00 S C A L E - WWAY — I - "A"WAY _ AWI Iy� 'a• :� FOR h IS PWM z Z I PEDESTRIAN RAMPS, �) , 'P 0 C/] V N I TYP Q Z m S 1 111 ofU o U W ' 25 LU INSTALL VALLEY GUTTER `S ' +.*' I co co rn SEE COB TANDARD D WING -' - _ p p p 0 �Wzo (q NO. 02529 1 rl�i NSTRUCT 5� SIDEWALK W/ S REET I = �03 AS SHOWN INSTALL PEDESTRIAN RAMPS, m I NAME IGNS TYPE C (2) SEE DETAIL 23 - RECORD DRAWINGS <�s - _- �Q `iA�IFY_ __--_ - - - - - - - - - _ < Qa APPROVED p p p 1-21,e S NAME FITLE DATE SEE SHEETS 21 & 22 THOMAS,DEAN&HOSKINS,INC. FOR INTERSECTION TD&� GRADES AND BACK OF — A it ENG[IVEERIIVG CONSULTANTS CURB POINTS G EMI 1`415-60IEWN AUSPM YONTA -SDOK W wASN O m m m DRAWN BY: KLS H GH POINT ELEV = 4704. 9 DESIGNED By KLS HIGH DINT ELEV = 4703.46 LOW POINT E LEV = 4703 03 HIGH POINT STA = 8+50 LON POINT ELEV = 4703.14 QUALITY CHECK: KEW 4720 - -- —-- - )SzI PDINT STA = LOW-POINT =- — 10 At POINT S _ PVI STA 6/07 = 5+50 PVI STA = 6+40.40 PVI ELEV 4704.41 PVI STA = 10+46.09 DATE:JOB NO. BOS-016(034)034) I ELEV = 4703.58 PVI ELEV = 4702-95 A.D. _ -1.40 PVI ELEV 4703.04 FIELDBOOK A.D. _ -1.40 AD. = 1.40 K 50.GO A.D. = 1.45 K = SO.gO K 35.71 + 70.0. VC + K = 8.01 n n In Y] OI W 1D M M a N a N } a0 OD + d N N 'A N + p + N M N 1` 00 e•l n M 4710—. -- --- - - 0 0 rn d N a � � Lii m > Zi Ni o cWi m uj 0 w m T m m T, Zi m m Zi fn NI5TIED GRADE (CENTER INE) _ .70 - 7 = 0 4700 — ------ - -- ) - -- VI Z o > F EXISTING GROUND Z < O Q o- ---- - ED N -- a a ¢ w o W • (J '^ O • U O O V/ > U U W W '^ ��l 4690 U _ - -- - n n rn _ W o o o y m1� d Ndmtd 1d0'ad�0 1d0�d d•N�7 FNad aN dM� d-F-M�-- - dd dO(C ENTERLINdE Zv a d OOQ�LyL N rnrnrn m5 NIHAD EXISTING GR UND CIEN R E WDATUM ELEV 466500 50 rl On 00, M0 mIU �M ^v O N OO �0 � 0 N dd � �T0-i'l 1 1 N dN W0 0 0 � �M �� M O N2 Lu 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 ?+ X m "A11 WAY CAD NO.B616-034-16R.DWG SHEET 16 OF 25 i ITH r�3 1 1P 7- --- - -----"A"WAY - -- —- -—- ----- -� - - -- ssotiAL T �J W i 3 11 ID I; IN ALLrPEDE RIAN RAMPS (4), TYPE A (TYP.) `f g WI S..EET SEE DETAI � NAME IGNS jtj Q N m I o N E STALL APPROACH O 25 -- E C.O. _ ANDARD D WING r� wi © W 4I U CONSTRU 5' SIDEWAI K Z a AS SHOW Zi wwy �NSTALL PEDESTR RAMPS O, TYPE B ( P.) Q I SEE DETAIL e STREET U STA 8+95. END > z m 0 50' 100' 150' 25 E SIGNS CURB IS GUTTER w w.. {� I } s I FOR THIS PHASE U cJ U I I I II w w w SCALE I 1244M o 0 o z o Ol� 4 I q~ "B"STREET STA 8+77. , END ASPHALT FOR THIS INSTALL OFi1D ENO B EE ARRICADE; S COBTD S + ORAYIING NO. 09810-3 I , SEE SHEETS h 22 m m cc RECORD DRAWINGS FOR INTERSECTITI ON HIGH POINT ELEV = 4707.26 GRADES AND BACK OF DRAWN BY: KLS HIGH POINT STA = 7+45.18 APPROVED CURB POINTS LOW POINT ELEV = 4705.43 PVI STA = 7+45.18 DESIGNED BY: KLS �_r 3-2"1-a5 PVI ELEV = 4707.39 LOW POINT STA = 10+36.78 QUALITY CHECK: KEW NAME OnTr A.D. _ -1.40 PVI STA = 10+42.076/07 JOB NO. BOS-016134) PVI ELEV = 4705.31 DATE: 034) THOMAS,DEAN&HOSKINS,INC. K = 50.00 A.D _ 1 TD& ENGINEERING CONSULTANTS 70 . - FIELDBOOK .00' VC K = 35.29 29 v�owviPS-OWEIM-SELL w�ww" 60.00' VC OILEW&IM 41AiA m _a _m a_ 0 o n n N o + + o o n n e n e m n 0 0 + n + m Tii �i o 1:i o w iw 4110 'Cf FINIS ED GRADE m uJ (CENTERLINE) -:�� 0)-0. Q - ---- — ---- ------ -- a —J 0 Q / U (STING GR UND_ W 5700 - CENTERLINE N Q W i Z w d N Q 0) 3 6 a 0 Q J iA m O W N� MM W / W W asso g 0 O ± N yCT 5 m 1 w m F NISH GRADE W d d CENTERLINE EXISTING GR UND DA72/A/ d C F.LF.V_ ___ N ) CENTERLINE 4685 00 50 Id: �nne N d.na 0e1Nne cn „n enn eNn enn „Nn e?nn n enn e neOn nen enO en en n,a.n n„n nr.n m 0 M n m" ^O . m n e Cn9VN O IA0 N0 N 0 Om ON06 Oo Oo 0o 0o 0oo O O n n n X!'i M0 0 In 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 m "B" STREET CAD N0.B516-034-17R.DWG SHEET 17 OF 25 i I ITH 1p I I " azo i I zoo I W/ STREET IN AL EY APPROACHi- - ?- Q' ; W Z z 3 (NAME SIGNS SEE C.O.B. LLI Tll.,r%,,DRAWING i QC . jI 529-7A i 1140JI °^ P i iC�l i ra i �-----------------'Al Ol -- - -- ----- - - -- O - - `-- -- - -- -- -- -=o -- - - ----- --- U x --- ; O 14 DO CONS$TRUCT 5' ---►---I- 1 ---i---1---�------- -H -1—F -- ��—$ - -�- - '�-� �w �IUEWALK As sH�wN _ CASPIAN AVENUE - N LLIIL -- z o - z �< __IINSTALL VALLEY GUTTER - Ol 01 f ,Ol _-- ------ ---- ?u' O Z - - SEE !tl.B. STANDARD DRAWING I} STALL ALLY APPROACH �,,� STA 7+70, ENO ASPHALT AND CURB rn U N W N0. 2529-1 SEE C.O.B. I o Q 3 STANDARD DRAWING I INSTALL VALLEY GUTTER W ,�'b AND CUTTER FOR THIS PHASE. INSTALL ! w� Z m 0 50' 100, 150' I. NO. 02529-7A I I SEE C.O.B. I DEAD END�BAflRIG1DE;2SEE C.O.B. STANDARD D'C) 0 C) W N STANDARD DRAWING F w w w �wz NO. 02529-1 N I ❑ o o C z0 SCALE Fj I� i c "� �o A RECORD DRAWINGS SEE SHEETS 21 22 Lamm [-� - FOR INTERSECTION APPROVED GRADES ERB POIND BACK OF DRAWN BY: KLS 3-n- DESIGNED BY: KLS Q NNAA,M-F• II�LF� DATE DUALITY CHECK: KEW DATE: 6107 THOMAS,DEAN&HOSKINS.INC. JOB NO. 805-016(034) TD& ENGINEERING CONSULTANTS FIELD800K CRFAf FKI S-SWEKN-KALII MOMANR SPOT E WALIINGiON LEV STUN IbWO n O n O + p m � II o rQ + o w I n w a a > II 2 - 4710 W 4710 N � - Q FINISHED GRADE-,,,,, (CENTERL E) - _ 7 - Z w z __ -- - < z 4700 —— — -- - 4700 Z W 1 EXISTING GROUN > l 1 (CENTERLINE) o m 0 a z � a Q m Y N [L Q_ W o� 0 U U U Q U w F Q O Q 4690 ----- p - 4690 Q D] V O M OV N Op ui CC ± n 5 am e +a G d F ISH GRADE EXISTING GR UND d Q o d ¢� D,1TUA7 ELEF 0ENTERLINE (CENTERLINE Na in Mu 468500 --- — — 50 _ _ _ W m m alo on ,Da LM pa <of aIrns aaY____ mr. ♦J oa _e rna a-Mmn pN p LV � uu rfao OO Ooo O0 ^ p an Oo<f amO+ co 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CASPIAN AVENUE CAD NO.B516-034-18R.OWG SHEET 18 OF 25 I o TA `* ITH *' =A 1P''2�` azo 0 50' 100' 150' IZZo SCALE _ _ "A"WAY = T__ 3 NINS VALLEY GUTTER Ci V W/ STREET SE C.O.B. STANDARD DRAG W Q LU �0� � �{ NO 02529-1 W, v S 6 ►++ Z T NAME SIGNS o. I Q aC I r O - m ` CONSTRUCT 5' SIDEWALK m m w 14OD _AS SHOWN 1�pD +OD _8 3+00 4400 — I---- - - - - - - - - - - - - — W W$ --- -� -- ----�- ---F-- —1----i --- - -F---F---f--- I VAQUERO PAR KW _ _ _ - _ _ COOK n z Z a STA 1+50.19, END NEW CURB AND I � > N n; GUTTER, MATCH EXISTING ,IZ W STA 3+54.76, END ASPHALT THIS PHASE 0 50' 100' 150' D o 0 o �wz INSTALL DEAD END BARRICADE: SEE C.O.B. NOTE: 75' W, VAQUERO I I I 1 I I. I I II'II > _> ? < o CENTERLINE NOT CENTERED 9 -O � '1 m 3 STANDARD DgR3AWING NO. 09810-2 S C A L E STA 3+Zi. 2-END CURB AND GUTTER IN R/W TZCi1 �NJ THIS PHASE SEE SHEETS 21 do 22 I J� 0 0 0 FOR INTERSECTION GRADES AND BACK OF �--------------- -- -- - '-- ' "B"STREET CURB POINTS I - a/20 - DRAWN BY: KLS DESIGNED BY: KLS QUALITY CHECK: KEW LO POINT E 4698.82 DATE. 6I07 RECORD DRAWINGS JOB NO- B0 5 -01610341 L POINT STA = 1+84.60 HIGH POINT ELEV = 4705.72 _PM STA }+ - HIGH POINT STA = 4+18.57 FIELDBooK PVI ELEV = 4698.66 APPROVED PVI STA = 4+18.57 A.D. = 1.93 ' Q T • -{ter- 3-2'i-o1 PVI ELEV = 4705.84 K = 3 .26 NAMF TITLE DATE A.D. _ -1.40 � 70.00' VC � — K = 50.00 4710 THOMAS,DEAN&HOSKINS,INC. 70.00' VC TD& ENGINEERING CONSULTANTS rn SMEAT iWEF L15-9TLEEWI-IUUSRll. wN N LEw510N 16V10 N IpD N Ip0 Q t�L1 + t0 n 0 n N Lu V Lu cWi cNiFINISHED G E o n < d W J OiW CENTERUNE ---- 4710 - -- = M 4700 - ._- -------- -D O U Z Ir --- --- ---- --- --- - —_ Q 0 1 r- ---- ---- ---- N z V EXIST11 IG GROUND W 1, > Z 0 w (CENT RUNE) 1 4700 ? 0 Q u 4690of w 3 a 7d (n Z } Sc m Q a U) w U �/ U U p LLO WO O N Y _ W QQ 0 m W Y m $ r n a n + a ± + + yv 5 4690 W d F ISH GRADE EXISTING GR)UND] n n rn N Q D_ATUN SLE__V CENTERLINE) CENTERLINErn 468000 5o f ^ nm �n r'n1 n0 mi° ^'° �00 °0a a W W a; w W m co 6 01 rn N m 0 0� o� c DA7VM ELEV _� _ _ u e n, �D' e� e� oo no �� 4685.00 V f f a+ <� ff ff fa fa ff e m rn N n iffl1a0 of �f CrOi N,,�r 1ro0i N�oi X i ui "ui S 0o p op op p op `r r ` 1+DO 2+00 3+00 4+00 5+00 0 f co a 1+00 2+00 3+00 4+00 5+00 VAQUERO PARKWAY BLOCK 3 ALLEY CAD NO.B516-034A"R DWG SHEET 19 OF 25 I / N T q,,,,, STA: 2+88.64 I I STA: 2+88.64 ,.`O�O,,..------.4 OFFSET: 15.50 R OFFSET: 15.50 L * RH a RECORD DRAWINGS % FL=4703.08 I FTA: 2+ 9. +�_ STA: 2+99.57 STA: 2+99.57 .1 1 P APPROVED ' it (� ,-f OFFSET: 4703. R �I �. .•'2 a OFFSET: 13.75 L �+ � FL=4703.22 FL=47D3.16 STA: 9+47.53 dam- 1'j NAMF �Lpe��•ei^ 3-p 09 ST ._+10.87 `_. STA: 3+10.50 STA: 3+10.50 '"•'.�70VA f�`�� ATE OFFSET: O R STA: 8+93.63 OFFSET: 12.00 L " FL=470 OFFSET: 12.00 L OFFSET: 12.00 R N OFFSET: 12.DO L FL=4703.37 `zo= �+ THOMAS,DEAN&HOSKINS,INC. rd FL=4703.61 FL=4703.24 o I FL=4703.36 11` a -- - -- 1 D&� ENGINEERING CONSULTANTS - -_ _ - STA: 3+19.59 STA: 6+g2.70 Zz �J/ STA: 9+56.56 area FALLS-"02EWN-K1115VEL1 woNru+� OFFSET: 18.30 R STA: 3+54.50 OFFSET: 13.75 L o_ scowwE w�sw"u�a+ FL=4703.81 FFSET: 15,50 L OFFSET: 13.75 L Z LMS70+ - - oa,n � � FL=4703.23 i FL=4703.69 Q ? 3 FL=4704.18 ta� - -- _- ♦- S' d a STA: 9+69.49 ULISTA: 8+71.77 •p N a h LU OFFSET: 15.50 L Q OFFSET: 15.50 L UJ 4- STA: 4+15.50 FL=4703.11 STA: 23.76 0 _ FL=4703.77 U F 4+00 '•A"WAY. � )FFSET. 23.76 R U) �h FFSET; 15.50 L _-._ - - -- - - STA: 4+63.63�--- ---- FL=4703.74 "'}' FL=4704.61 STA: 4+ 4.11 - OFFSET: 17.00 R m I - - -- --- - --- -- - - O OFFSET: '17.00 R FL=4702.50 I 3 STA:I +17.04\ FL=4702 22 Y�0 OFF$ : 13.50 R I 10+00 „y _ FL=4 3.29 "V OFFSET: 1 505R - - - --}- 3 w FL=4703.52 OFFS +5.96 R I N STA: 4+17.63 STA: T: 1 CROWN OF ROAD �o STA: 4+72.09 OFFSET: 15. 0 R - - "A°WAY Fl 4 .59 OFFSET: 15.50 R I � --�--------- FL=4702.17 OFFSET: 17.00 R - A a Z z Ft=a7oz.61 "B"STREET � FL=4702.56 W 4+00 - I 1 LD y J N STA: 1+30.50 -- - - - -- STA: 1+30.50 1 1- OFFSET: 15.50 L - - - -- ---- - --- - W z m OFFSET: 15.50 R FL=4702.61 - - - STA: 8+71.77 {p, STA: 9+69.49 U U U -� �h OFFSET: 15.50 U)U)rn FL=4702.61 m i _ _ OFFSET: 15.50 R FL=4703.11 w o w 0 �wz • I - FL=4703.77 wz r STA: 9+58.56 Icy{ �Yv~i _-- TA: 8+82.70 OFFSET: 13.75 E..{ ¢aw OFFSET: 13.75 R STA: 3+64.50 I STA: 3+64.50 FL=4703.23 catn� STA: 4+50.41 STA: 4+59.13 FL=4703.69 OFFSET: 12.00 R OFFSET: 12.00 L STA: 9+47.63 w FL=4703.64 FL=4703.66 OFFSET: 18.30 R OFFSET: 15.50 R TA: 8+93.63 OFFSET: 12.00 FL=4704.64 FL=4704.91 OF ET: 12.00 R STA: 3+75.43 I STA: 3+75.43 FL=4703.37 u FL=4703.61 OFFSET: 13.75 R T OFFSET: 13,75 L Q Q Q III, FL=4703.73 I FL=4703.74 p p p STA: 3+86.36 STA: 3+86.36 -OFFSET: 15.50 R H OFFSET: 15,50 L FL=4703.82 FL=4703.82 �STATIONING AND OFFSETS ON "B" STREET EYEBROW A INTERSECTION OF "A" WAY AND "B" STREET ALL ELIS TOEVATIIONSCONOCUCURB RB 5 TO INTERSECTION OF "A" WAY AND CASPIAN m m m N FLOWLINE OF CURB. DRAWN BY: KLS 1 DESIGNED BY: KLS QUALITY CHECK: KEW 0 20' 40' 60' DATE: 6107 STA: 3.17 I JOB NO. 805-016(034) BAXTER LANE OF 17.50 L FIELDBOOK STA: 5+.50 R STA: 5+73,64 FL= .23 S C A L E OFFSET: 15.50 R I LET 15.50 L } STA: 4.7 ' 5.55 STA: 27.50 R OFFFL= 14,75 l FL=4705.55 Q OFFSET: 4699. R FL= .47 I : 5+84.57 84.57 � STA: 1+2 .14 ..S5TTqq FL=4699.23 OFFSET: 13.75 R 13.75 L�.' Y ST 10.36 OFFSET: 1 OO L ' } _ 5.73 STA: 2+96.76 OF 1200 L FL=4700.1 - -- Q FL=4705.73 Q 95.50 l OFFSET. 14.75 R9 .70 STA: 1+3 .07STA: 52.00 R 12.00 L STA: B+84.50 . yOFFSET: 1 .75 L STA: 6+30.50 OFFSET: 12.00 R .92 OFFSET: 12.00 STA: 3+10.36 FL=4700. 20 FSET: 12.00 L FL=4705.89FL=4706.05 OFFSET: 12.00 R 1 Lu / `� STA: 1+4 STA: 8+95.43 FL=4699.72 •` OFFSET: 1 .50 L STA: 1+50.59 O STA: 20 Z STA: 8+19.57 U FL=4700. OFFSET: 17.50 R Q" OFFS 7.50 L0 FSET: 13.75 L OFFSET: 13.75 L Q MATCH EXISTING W MATC ISTINGST. 9 0 d4B9B Z FL=4706.39 4698.87QSTA: 8+08,64 STA: 9+06.36O� OFFSET: 15.50 L STA: 3+37.51 0 FSET: 4706. L FL=4705,79FL=4706.47 Q OFFSET: 12A0 R-- - - - - -- FL=4700.05 "A"WAY z+oo Iik C STA: +02.04 -- OF _ Z m OFFS 13.50 STA: 3+65.92 STA: 3 40.14 FL=4700.05 INTERSECTION OF VAQUERO AND BAXTER LANE m a 8+00 FL=4 05.98 I Y+00 OFFSET: 12.00 R OFFSET: 1 .16 L - Z m "B"STREET I FL=4700.38 FL=4 0.25 N O - -- - STA: 6+34,50 I STA: 3+79.52 N 2 OFFSET: 13.50 R OFFSET: 14.75 R (� FL=47 STA: +42.96 FL=4700.40 I Z OFFS : 13.50 R i STA: 1+50,27 FL=4706.41 --- STA: 3+93.12 OFFSET: 15.50 R I cd Z --- -- I OFFSET: 17.50 R !I I sP FL=4700.31 I Q W Q r - - FL=4700.58 STA: 1+39.34 I Q N STA: 6+08.64 I STA: 9+06,36 � I FLFa7oo2375 R I BAXITERLANE W O Z OFFSET: 15.50 R sh S'• OFFSET: 15.50 ST j3 2 _ 0] O F1=4706.47 9 FL=4705.79 FS[f: 3 12.00 L FL 4700 STA: 1+28.41 - STA: 8+95.43 . 8 OFFSET: 12.00 R STA: 8+19.57 I - � W L)-- OFFSET: 13.75 R OFFSET: 13.75 I STA: +79.52 FL=4700.15 I FL=4705.91 OFFS 14.75 L I W FL=4708.39 FL=4'00.48 I X STA: 6+49.50 STA: 6+49.50 STA: 8+84.50 STA: B+30.50 OFFSET: 12.00 L I _ _ _.-- OFFSET: 12.00 R OFFSET: 4706. R FL=4706.57 OFFSET: 05 FL=4706.57 FL=4706.05 STA: : 17.5 + d 1 I_ �_ - m W 3.12 FL=4706.31 ' STA: 6+60.43 OAFS 1Z50 L _-, - STA: 6+60.43 I F4=41 00.58 - - -Q �•- OFFSET: 13.75 R OFFSET: 1 4 L $ Z FL=4706.64 STA: 1 3 U (�)' FL=4706.64 - --1 OFFSET: 1 R I 1+50.36 STA: 6+71.36 v STA: 6+71.36 I r ET: 15.50 L OFFSET: R ',OFFSET: 15.50 L MATCH E G FL=4706.4706.72 FL=4706.72 4 I CH EXISTING � Aso i 2.37 INTERSECTION OF r'B" STREET AND CASPIAN INTERSECTION OF "A" WAY AND VAQUERO INTERSECTION OF CASPIAN AND BAXTER LANE CAD NO.B516-034-21 R.DWG SHEET 21 OF 25 i *F ITH 1 I STA: 14 52.51 `•i ,,!J A �PG,o`''� OFFSET: 3 01 L STA: 28+09.25 STA: 28+07.78 EXISTING FL= " OFFSET: 15.50 R I 4 13.28 ^1 I//11U,1„" FL=4721.33 OFFSET: 15.50 L FL=4721.31 NOTE: STA: 14+47 52� O=o ALL STATIONING AND OFFSETS ON OFFSET: 15 L n ~ p3 STA: 28+20.18 STA: 28+18.71 CURB IS TO BACK OF CURB. 0 OFFSET: 13.75 R I OFFSET: 13.75 1, ALL ELEVATIONS ON CURB IS TO FL-471 .11 w FL=4721.52 FL=472L50 FLOWLINE OF CURB. �s I, Q STA: 24+33.68 / OFFSET: 12.00 L STA: 28+31.11 I �--STA: 24+87.71 STA: 14+01681 J Q STA: 26+29.64 FL=4721.64 OFFSET: 12.21 R OFFSET: 12.130 L OFFSET: 12.00 L OFFSET: 1 .50 L C~ FL=4721.71 ! I FL=4721.69 4722.27 FL- f > STA: 24+20.09 STA: 25+01.30 -_- 4713. _ _ Oa 0 OFFSET: 4721. L } Z FL=4721.36 $ I OFFSET: 14.75 L i7a T fk 4722.63 4722.37 0 STA: 24+06.49 OFFSET: 17.50 L Q STA: 25+14.90 _ -_ STA 14+611 14 FL=4721.OB I OFFSET: 17.50 L �, OFFSET: 24 7 L w 4722.47 14+ FL=4713.3 1 a En "C"STREET o N STA: 14 1.05 > z m _ i \ OFFSET: .96 w of ccof ICI W FIL CJ U U Ili v� 24 00 471 O O o 0 �wz 284Q0 - ---- - - - STA: 14+ .74 FTI � o 1 1 I I STA: 4+01.68 OFFSET: .56 W �03 OFFS 15.50 R FL=4713. [~ c�,w-' =4 13.96 VAQUERO PARKWAY FL ST 14+45.58 OFFS FL-4:? 3.-7+ LEI F 4714.136 ---7 STA 24+06.49 S A 14+60.57 OFFSET: 17.50 R STA 25+14.90 FL=4721.08 OFFSET: 17.50 R OF ET: 30.99 R j FL=4722.44 EXISTIN FL=474�fi4.4� 14.16 STA: 24+20.09 STA 25+01.30 OFFSET: 14.75 R OFFSET: 14.75 R > >> FL=4721.36 7FL=4722.54 INTERSECTION OF "C" STREET AND DAVIS LANE m m°° STA: 24+33.68 STA: 24+87.71 DRAWN BY KLS OFFSET: 12.00 R FL=4721.64 OFFSET: 12.00 R FL=4722 45 DESIGNED BY: KLS QUALITY CHECK: KEW 0 20' 40' 60' DATE: 6107 I I I I I I JOB NO, 805-016(034) INTERSECTION OF VAQUERO AND "A" WAY S C A L E FIELDBOOK r �. z I' _ w � STA 26+32.25 '` Z OFFSET: 17.50' L (n 4723.13 MATCH EXISTIN JG\;�, J 2s+oo Q RECORD DRAWINGS o Z m �- APPROVED f1 j ca.w F - av� ,Lp,.... Tn 5?"1., 3-LT-ol '^ NAME 11TI F DATE O VAQUERO PARKWAY I� T THOMAS,DEAN&HOSKINS,INC. � Z TD U y & ENGINEERING CONSULTANTS 1,q��W C) CCQ a `_\ 0 GAS ALLS-WZEN -IWJSPDl WA5111 Q z Lu STA: 26+30.96 i t*4 Q OFFSET: 17.50 R ` i_ W O z MATCH472313%ISTING Z. m O w U H W INTERSECTION OF VAQUERO AND DAVIS LANE m w z CAD NO-8516-03422R.129;-� SHEET 22 OF I * oi H yA N ONq, azo U quo o= TRANSITION FROM 37' WIDE APPROACH TO 35' - - I BAXTER NE z BAXTER LANE -.i WIDE ROAD DYER 5' _ BAXTER LANE y Q 0 •. I -- -- - �-�- i 1�L--- _ -- � - rye w Q $ I Q I I -T - � z O- STA: 1 3 I U i I 5T 1+49.76 �1 J OFFS 39.46 L W a STA: 1+50.59 OFFSET: U STA: .20 OFFSET: 1 R 1+50.36 I fR0 OF WALK 17.50 R OFFS 7.50 MATCH E G , SET: �5.50 L m Q W Z MATCH cy lip EXISTING UJ MATC ISTINGi FL=4 7 CH EXISTING I z Z a FL 46 FL=4 6 I 4702.}l0 1 C/] N a r � I OS > �L �-.m START VERTICAL CURVE SFA TICAL CURVE 0S af0 0C) WJ STA: 1+59.22 1 I STA: .22 _. - I _ - _ I w w w O awz i TBC=4699.18 S 7.50 L SD MH/INLET (/2 I i----- - x �Qo _ p.25 0 I F 1503 OFFSET: 17.50 R FL-4698.72 4 0 --_ -- .- ----------. STA: 1+75.00 I a t - - OFFSET: 17.50 R b+� m I � TBC=4702.67 I I t STA +99.80 SID �f2 FL=4702.49SD INLET 61 DFFSET 9.46 L w ww STA: 1+84.6D OFF 1I FRONT F WALK OFFSET: 17.50 R TBC 8. I } Qp p p TBC=4698.72 FL= .36 'i 1 Q FL=4698.27 I `1 END ICAL CURVE I Q w END VERTICAL CURVE A STA: 2+29.22 STA: 9.22 I 0_ STA: 49.80 11���111 OFFSET: 17.50 R I OFF 17-50�L 0 OFFSET: .46 L TBC=4699.15 I TBC 9.20 i FRONT WALK m m 03 FL=4698.70 1 FL= 75 w STA: 2+68.64 o STA:'2+88.64 I (;J DRAWN BY: KLS OFFSET: 15.50 R ' OFFSET: 15.50 L > DESIGNED BY: KLS STA: 3.17 FL=4703.08 I FL=4,03.09 I QUALITY CHECK: KEW OFF 17.50'L STA: 81.89 OFFSET: 9.46 L DATE 6107 } FL= .23 , Ff{OM OF K, PC SOB No, B05-016(034) STA: 81.89 FIELDBOOK STA: 2+83.17 1 Q i OFFSET: .46 L VA. 2+ 1.89 OFFSET: 17.50 R i RADIUS P , 5' FL=4699.23 y „I I \ BACKET WALK,LPC a 0 20' 40' 60' 0 20' 40' 60' STA: 2 .10 I I 1 I I I I I I I I I FFSET: 31. 9 L STA: 2 88.30 11 FRO T OF W PT OFFS 42.13 L S C A L E ZQ u 'Z. S CAL E BACK Df WALK, PTUJI V S. d '\ i g .p ` g TA: 340 62 J T = , Q h i 1 FFSET, .15 L ACK OF ALK, PC a 2+9 .41 5 1 I OFFS 26.3 L Q w I FRONT 0 WALK, PC Q 1 Ip I RADIAL POINT, 5' �`__._� 1 ST : 3+0 88 SEE SHEET 21 - I 1 O FOR INTERSECTION OFFS 23.9 L STA: 3+0 .85 "A"WAY - - GRADING 9 FRONT O WALK,,PT OF SET: 3.98 L Q SEE SHEET 21 _ ---+ BA,K OF ALK, PT - (n Z FOR INTERSECTION GRADING - "A" AY Q Q "A"WAY - m Z Z 0 Q I P p I m W m Z INTERSECTION OF VAQUERO AND BAXTER LANE INTERSECTION OF CAPSIAN AVENUE AND BAXTER LANE VAQUERO PARKWAY SIDEWALK X o mccnn RECORD DRAWINGS w APPROVED � Z NAME ITLE DATE TD&o THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS GFIFAT FALLS-80ZWM-KkJ5PEU -SIp al IS"OKWE CAD NCB516-034-22AR.DWG SHEET22AOF 25 i A 3 W 55'-0' z RECORD DRAWINGS P'?� 27,_6. 2T-6" APPROVED^' n ��YDAAL ��•° �+ o•wr tied-- ��6u.>It..r 09 1•• ` azo a a Z p NAME TTLF DATE 5'-0. 6'-0' 1'-6' 14'-0" 14'-0" 1'-6 6--0• s'-D" 1, p, THOMAS,DEAN&HOSKMS,INC. {Gy 1-0' SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY BOULEVARD SIDEWALK TD&> ENGINKERUVGCONSULTANTS 3 PROFILE �Rs•a E LS-B0ZE'"-w."PEU 1/4" PER w�sr°m+cron FINISHED ROLLOVER GRADE CURB & GUTTER g" 1/4" PER muio ^'�' j SOX 3.DX FT 7 ox U Q Coll lqw .4 4' THICK (:) CA CONCRETE / 3" ASPHALTIC CRETE 4" THICK U SIDEWALK / CONCRETE J SURFACE COURSE SIDEWALK 4" CRUSHED GRAVEL GEOTEXTILE EXISTING 6" CRUSHED GRAVEL BASE m O A SUBBASE LEVELING GROUND COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL M Z J SUBBASE LEVELING 31' TYP.) Z a COURSE 18" GRAVEL SUBBASE (6" MINUS) COURSE 31 ' WIDE ROAD SECTION (55' R.O.W.) I ZD A w D z� 35'R I 35'R Op t•/j V w N Q Zm I I I �4 �� I CURB PAINTED 35'R'35'R U U Ix W YELLOW S C A L E f 1 w p p p C M o M , za' P.) m t I > u n v� A W W W w 60'_p" — W —_—-—_ U _ Z Z - F- J `. J A lI O!]l] 30 O" i 30 0• — w w M I M a a 12-o' 31 0' 1 z o" a M N 1yR ,SR�� Y121 g'_p" 8'-6. V6" ' " 8-6. 50'- 14-O I 14'-D" 1-6 _ 1'-0" A i I f n co co co-0" SIDEWALK BOULEVARD TRAVEL WAY PROFILE 35'R�35'R TRAVEL WAY BOULEVARD SIDEWALK INSTALL FLEXIBLE ` / FINISHED ROLLOVER DELINEATOR POST (TYP.) 1/4" PER f/ GRADE CURB & GUTTER *CONCRElE " " PER DRAWN BY: KLS 22 0% FT ,pX 3.0% FT �OX 35'R 35'R DESIGNED BY: KLS QUALITY CHECK' KEW j !• DATE: 6107 JOB NO.4" THICK I F ELLD OOK B05-016(03d) CONCRETE 4' THICK SIDEWALK 3"ASP CONCRETE SURFACSIDEWALK 4' CRUSHED GRAVEL GEOTEXTILE J EXISTING 6" CRUSHED GRAVEL BASE TYPICAL CURB BULB DETAIL SUBBASE LEVELING GROUND COURSE (1-1/2" MINUS) -4" CRUSHED GRAVEL COURSE 18" GRAVEL SUBBASE (6' MINUS SUBBASE LEVELING NO SCALE COURSE 31 ' WIDE ROAD SECTION (60' R.O.W.) 0 a' a' 17' Lu S C A L E Q a q ALLEY Z 0 a co 30' 0" ; ZQ 0 i 75-0" z ``?`7 18 0 1�i O V 2=, m Lu 37_6" - 37-6. 3X 37. q_1 Z 0 20'-0" 35 0• p - 3' CRUSHED GRAVEL LL! a 2'-0" 14'-0" 5'-0" a 3"ASPHALTIC CONCRETE 2'-0" 15'-6' 15'-6" V-0" SHOULDE W Lu BOULEVARD SIDEWALK SURFACE COURSE PROFILE STANDARD CONCRETE GEOTEXTILE 0 N g" 6" CRUSHED GRAVEL BASE 0 FINISHED CURB & CUTTER EXISTING COURSE (1-1/2" MINUS) m GRADE 1/4" PER FT 2.09. GROUND A SLOPE TO CATCH �� 3.0% 3.0% 18" GRAVEL SUBBASE (6" MINUS) W 4:1 4 THICK TYPICAL ALLEY SECTION CONCRETE NO SCALE W 3" ASPHALTIC CONCRETE SIDEWALK SURFACE COURSE X CEOTEXTILE EXISTING J 6" CRUSHED GRAVEL BASE 4" CRUSHED GRAVEL GROUND COURSE (1-1/2" MINUS) COURSE LEVELING m 18" GRAVEL SUBBASE (6" MINUS) 35' WIDE ROAD SECTION (VAQUERO) 0 4' 8' 1:'' - _l. S C A L L CAD NO.B516-034-23R.DWG SHEET 23 OF 25 �J „ „ pN ati° S = ITH CASPIAN, STA 1+61.5 � - _ INSTALL 12" UTILITY CONDUIT ;y' .1 1 P 4, SEE INTERSECTION GRADING FOR RECORD DRAWINGS CASPIAN. STA 1192.0 AND 1+95.0 ADDITIONAL CONDUITS INSTALL 12' UTI ITY CONDUITS 2 I o ICI} APPROVED O 1- a NA � Tri -r - I T DATE INSTALL 4 IRRIGATION CONDUITS (2) (L ; �s ,� THOMAS,DEAN&HOSKINS,INC. wST9EL 4' GRAY ELECTRICAL .1`ONDUITS (2) F" 0 INSTALL 4" RRIGATION CONDUITS (4) - ENGINEERING CONSULTAN'I'S 7 (/) a sSn,i� nN -eozEw -w•LisPFu H Wh.NGNGTON ww O w LEw,STON ION,O = (/J a - �y xz "A` WAY, STA 1+ 7.5 AND 1+50.5 3 `S 0 Q INSTALL 4" I IGATION CONDUITS (2) � INSTALL 12" UTIL1 CONDUITS (2) INSTALL 4" GRAY ELECTRI AL CONDUIT (1) V� INSTALL 4" iRRIGATII N CONDUITS (3) w "A" WAY, STA 8+85. AND 8+88.6 I --- o Z►�N - ADDED 4 ELECTRICAL CONDUIT - INSTALL 12' UTILITY CONDUITS (2) tn0 A w - >a z m ---- ----"A"WAY ----------- - --------- "A"WAY - — ------- — --- --- -I - 1 wo a W e 0 30' 60' 9 w INSTALL 4" IRRIGATION CONDUITS (3) INSTALL 4" IRRIGATION CONDUITS (2)J I S C A L E INSTALL 4" IRRI TION CONDUITS (4) (n ' ED H ED DI o00 I Z \ ml J UI 3 7 z Y A � INSTALL 4' IRRIGATI)N CONDUITS (2) m co AL 3. STA 5+37.5 D 5+40.5 1 ED m co ALLEY 3, STA 2+29.2 AND 2+31.5 m ALLEY 3, ST 4+29.2 AND 4+31. IN ALL 12" UTILITY CO DUITS (2) INSTALL 12" UTILITY CONDUITS (2) INSTALL 12 UTILITY CONDUITS O I DRAWN BY: KLS DESIGNED BY: KLS ' - — - QUALITY CHECK: KEW DATE: 6l07 ^ INSTALL 4" IRRIGATION CONDUITS (1) JOB NO. B05-016(034) FIELDBOOK I � INSTALL 4' IRRIGATION CONDUITS (2) ;ASPIAN, STA 4+97.0 AND 5+00.0 I Q n ' INSTALL 12' UTILITY CONDUITS (2)I �,UNDERGROUND FACIL (TYP) 1 I ISTALL 4" RIGATION CONDUITS (2) I W NSTALL 4"GRAY ELECTRICAL CONDUITS r, J i "B" STREET, STA 8+ 4.5 AND 8+17.5 I 3 IrICN INSTALL 4" IRRIGATION CONDUITS (2) INSTALL 12` UT CONDUITS (2)4" IRRIGATIONQ O"A" WAY, STA 28+14.9 AND 28+17.90INSTALL 12" UTILITY CONDUITS (2) ITS (2) Z 4" GRAY ELECTRICAL � � ,ITS (2) n 3 p Z H - - --- m D INSTALL 4' IRRIGATION CONDUITS (2) I -- - �� --- _----- - - - ------ (A Z Z I "B"STREET -—-— N Q 0 — �- Lu Lu O H m INSTALLED 4" IRRIGATION VAQUERO PARKWAY njl� m W INSTALLED4RAY C I INSTALL 4" IRRIGATION CONDUITS (6) CONDUITS (2) S D " C STREET 'i � � J� ' � W 14+ - 0 30' 6160' 90 Z F' lJ INSTALLED 4" IRRIGATION D I X CONDUIT _ _ S C A L E m m —-- m , CASPIAN, STA 7 65.0 AND 7+68.0 m 1 m INSTALL 12' VILITY CONDUITS (2) 1 CAD N0.8516-03M1-2M1R.DWG SHEET 24 OF 25 i T 8.50' BOULEVARD =`* DH *" (TYP.) ' P Z_ <zo V o z o=- NOTE: SEE C.O.B. STANDARD 3 DRAWING NO. 02529-8 .� FOR ADDITIONAL DETAILS ZI 6" THICK SIDEWALK 4 NOTE: SEE C.O.B. STANDARD RAMP AND LANDINGS con DRAWING NO. 02529-8 O FOR ADDITIONAL DETAILS - I - 5.00' TYP. -- '1 �y O 6" THICK SIDEWALK �yW U --- mo RAMP AND LANDINGS 'SI �} 24"X60" TRUNCATED 0 24"X60"TRUNCATED V-' 4 DOME PANEL c MAXIMUM SLOPE DOME PANEL a a <3 U) A Z o o - - 1.00' 5.00' 1.00' 07 rr N o a, MAXIMUM SLOPE / m UI o BACK OF CURE) J// �� v o FRONT OF CURB U) U)U) C3 Do - BACK OF CURB TYPE "B" PEDESTRIAN RAMP DETAIL 2 x mow NO SCALE FRONT OF CURB 1.00' 5.00' 1.00' w w w 000 TYPE "A" PEDESTRIAN RAMP DETAIL NOTE: REINFORCE CONCRETE WITH FIBERMESH AT A RATE OF 1.5 LBS/C.Y. NO SCALE 3 OR WITH 6X6X10 GAUGE WIRE MESH m m m DRAWN BY: KLS DESIGNED BY: KLS QUALITY CHECK: KEW DATE: 6/07 JOB NO. 805-016(034) FIELDBOOK �FRONi OF CURB 1.00' 5.00' 1 1 1.00' BACK OF CURB 5'X5' LANDING MAXIMUM SLOPE mo LLI 2Z c m MAXIMUM SLOPE b o 24"X60" TRUNCATED 12H:1V -� Q DOME PANEL - _ RECORD DRAWINGS Z 4 APPROVED Q <.— ' _ 3 2"1•oZ Z n NAME TITLE DATE 6" THICK SIDEWALK THOMAS DEAN&HOSKINS INC. Z N MAXIMUM SLOPE RAMP AND LANDINGS TD&I6 ENGINEERING CONSULTANTS 0 c J 12H:1V , T Fuu-eo2euw-wursreu wAOKrex� j S� i Wwwl fn Z F- 6.00' NOTE: SEE C.O.B. STANDARD Q W BOULEVARD DRAWING NO. 02529-8 wcl ('ryp,) FOR ADDITIONAL DETAILS LL w TYPE "C" PEDESTRIAN RAMP DETAIL 3 NO S(:AI F 23 Q CAD NO.B516-034-25R.DWG SHEET 25 OF 25