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HomeMy WebLinkAbout2001 - Water Assessment Projectti .00 s �- r OCA 0\ VA D 11, DIAN RIVER COUNTY UCP Mel 13 1. 2.-4. 5. 6.-7. • AIS Nq INDEX SHEET U.S. HIGHWAY 1 U.S. 1 / PARK AVE (ALTERNATIVE) STANDARD DETAILS SPECIFICATION SUPPLEMENTRY UTM16,111 1 GORDON E. SPARKS, P.E. #23161 R E U 1 SEO r'1 5 GORD[IN SPARKS, FLA, P,E, No, 23161 RICHARD BLANK N C.E,T By'�Vc INDIAN RIVER COUNTY DEPARTMENT OF TECHNICAL BY. ICH E I DATE: JULY 2001 SHEET , Rev11 ision Date By No, � .Revision ...Date.. . DESIGNED BY: GORDON SPARKS , _ SEBASTIAN WATER ASSESSMENT U e S, 1 1840 25th STREET SCALE: V - 300' Pw VERO BEACH, FLORIDA 32960 UTILITY SERVICES CHECKED BY. GORDON SPARKS UCP 859 I f�1 D EX �[R1� ( 1) 567-8000 APPROVED BY: GORDONSPARKS .. 56 r J OF STS, 0+00 REMOVE 8" CAP & -IONNECT INSTALL TEMPORARY JUMPER HAM & EGG SAMPLE POINT INSTALL 90* 709 U.S,l M.J. BEND AUTO REPAIR 705 U.S.1 10 "---AUTO LOT 701 U -SA INSTALL (2) 45' M.J. BENDs 50 LIE (7. 100 AUTO -INS. 717 U, S, I 80 c� <Ea I mi crl CD a 3 3 L BARKER AUTO FOX HOLLOW 00000 825 U,S-1 0070 PARTS 00000 00000 00002,0 00000 0060 00002.0 0070 0060 00003 1 00002.1 1 #821 F INSTALL F.H.A CONST. 8" DIP. W.M. 4901 12' FROM EDGE OF TRAVEL. WAY w/ MIN. 36" COVER (SEE DETAIL M-2) 100 /& RESTORE ASPHALT ROAC IN KIND. inn 25 142 6Ab.—,100 mm PVC) 1 DE (7.6 K - IL - ------- IRT REMOVE 6" CAP & CONNECT INSTALL TEMPORARY JUMPER V7 SAMPLE POINT 7 INSTALL 8" x 6" M.J. REDUCER O DISCOUNT AUTO I 00000 �L_ 949 U,S-1 0060 AUTO ZONE 000012A L__-1#1005 OBERBECK 1021 U.SA C, R. 512INSTALL 8 x 8" INSTALL F.H.A 1013 U.S.1 CONST. 8" DIP. W.M. W E S T M.J. TEE 12' FROM EDGE OF TRAVEL WAY 7100 < w 227.66 (2) 8" IA.J.G.V.s w/ MIN. 36" COVER & RESTORE ASPHALT ROAD IN KIND. Du 150 BT (9 100 PVC) CIE (7.6 KV,) 100 m — ------ k 7.6 K Y� m Z L'j 10 cn Ld V) STA, 20+00 STA, 21+00 STA, 16+00 STA. 18+00 STA. 13+00 STA. 14+00 STA, 15+00 STA, 19+00 STA, it7+00 PIPE CROSSING SEE DETAIL M-6) TYPICAL PIPE CROSSING SEE DETAIL M-6) TYPICAL /� CONST. 8" DIP. W.M. AS SHOWN W/ MIN. 36" COVER & RESTORE IN KIND. J> < P-1 U -HAUL CARPET STORE 00000 0060 000010,0 0000 fOO 6 0 00009.0 :TA. 4+00 STA. 5+00 STA. 6+00 STA. 7+00� STA. 8+00 INSTALL 8" x 8' --------------- M.J. 8 11 TEE M.J.- ------ �OINSTALL 8" M.J.G.V PIPE CROSSING PIPE CROSSING_ SEE DETAIL M-6) TYPICAL {E --DETAIL M-6) TYPICAL il 4i IJWALWhlbiliblA d,1111diAlijl : F) CONST. 8" 1P. W.M.- !AS SHOWN w/ MIN. 36" COVER < & RESTORE N KIND. F REMOVE 6" CAP & CONNECT INSTALL TEMPORARY JUMPER V7 SAMPLE POINT 7 INSTALL 8" x 6" M.J. REDUCER O DISCOUNT AUTO I 00000 �L_ 949 U,S-1 0060 AUTO ZONE 000012A L__-1#1005 OBERBECK 1021 U.SA C, R. 512INSTALL 8 x 8" INSTALL F.H.A 1013 U.S.1 CONST. 8" DIP. W.M. W E S T M.J. TEE 12' FROM EDGE OF TRAVEL WAY 7100 < w 227.66 (2) 8" IA.J.G.V.s w/ MIN. 36" COVER & RESTORE ASPHALT ROAD IN KIND. Du 150 BT (9 100 PVC) CIE (7.6 KV,) 100 m — ------ k 7.6 K Y� m Z L'j 10 cn Ld V) STA, 20+00 STA, 21+00 STA, 16+00 STA. 18+00 STA. 13+00 STA. 14+00 STA, 15+00 STA, 19+00 STA, it7+00 PIPE CROSSING SEE DETAIL M-6) TYPICAL PIPE CROSSING SEE DETAIL M-6) TYPICAL /� CONST. 8" DIP. W.M. AS SHOWN W/ MIN. 36" COVER & RESTORE IN KIND. J> < P-1 U -HAUL CARPET STORE 00000 0060 000010,0 0000 fOO 6 0 00009.0 S #909 #925 STA, 9+00 #911 #905 # 915 63,68 ll` STALL F.H.A jjhjjj,V QL_xv�' I � 1 85 r- - El 71, E E (7 (716 K STA, 10+00 STA. 11+00 STA, 12 - SR -5 (US -1) L -F I INSTALL F.H.A UE (/,6 KV, Pvm nj STA. 22+00 STA. 23+00 RV PARK 1105 U.S.1 366.47 STA 24+00 I K: U) > m I m 0 z u m F_ m Lu cf) m m --I CA REMOVE 6" CAP & CONNECT INSTALL TEMPORARY JUMPER SAMPLE POINT INSTALL 8" x 6" M.J. REDUCER AM GORDON SPARKS, FLA, P.E. No, 23161 o SHEET Date By DEPARTMENT OF TECHNICAL BY, RICHARD BLANKEN, C.E,T DATE, JULY 2001 Revision Date By No, Revision INDIAN RIVER COUNTY SEBASTIAN WATER ASSESSMENT U.S. 1 2 DESIGNED BY, GORDON SPARKS 1840 25th STREETCHECKED BY: GORDON SPARKS SCALE: V 40' • VERO BEACH, FLORIDA 32960 UTILITY SERVICES APPROVED BY: GORDON SPARKS UCP # 859 P LAIN OF (561) 567-8000 BT I K: U) > m I m 0 z u m F_ m Lu cf) m m --I CA REMOVE 6" CAP & CONNECT INSTALL TEMPORARY JUMPER SAMPLE POINT INSTALL 8" x 6" M.J. REDUCER AM GORDON SPARKS, FLA, P.E. No, 23161 o SHEET Date By DEPARTMENT OF TECHNICAL BY, RICHARD BLANKEN, C.E,T DATE, JULY 2001 Revision Date By No, Revision INDIAN RIVER COUNTY SEBASTIAN WATER ASSESSMENT U.S. 1 2 DESIGNED BY, GORDON SPARKS 1840 25th STREETCHECKED BY: GORDON SPARKS SCALE: V 40' • VERO BEACH, FLORIDA 32960 UTILITY SERVICES APPROVED BY: GORDON SPARKS UCP # 859 P LAIN OF (561) 567-8000 """T" SEN 00000 0010 00005,0 STRIP -MALL UNDER CONST, CONST. 8" DIP. W.M. 12' FROM EDGE OF TRAVEL W^Y _ w/ MIN. 36" COVER (SEE DETaIL M-2) Qz & RESTORE ASPHALT ROAD IN KIND. INSTALL F.H.A h° ieil IgII; �. L� if J �I i 3l1 I J 'i'1..I 'i „il4 J. IyWiYi i (7.6 KV, I � nF, kv� _2T ff5P nom. kv I _— I I„ r REVIEWED AND APPROVED BY: GURDEIN No. Revision Date By No, Revision Date By. RtvE,p . ..:. .. 61 INDIANRIVER COUNTY D E PA RTM E N T Q F TECHNICAL BY• RICHARD BLANKEN, C.E:T J SHEET DATE• JULY tool SEBASTIAN WATER ASSESSMENT U . S . 1 DESIGNED BYE GORDON SPARKS 1840 25th STREET � SCALE. I• = ao' VERO BEACH FLORIDA 32960 UTILITY C CHECKED BY4 GORDON SPARKS C) SERV (561) 567-8000 �� ". I T APPROVED BY GORDON SPARKS ucp 8 5 9 PLAN u � CLARK WATER FLORIDA EYE 1615 U.S. 1 1619 U.S. 1 OQNOj I bd ALK—IN CLINI 1621 U.S. 1 REALTOR 1623 U.S. 1 INSTALL F.H.A CONST, 8" DIP. W.M. N INSTALL F.H.A d 12' FROM EDGE OF TRAVEL WAY `n w/ MIN. 36" COVER (SEE DETAIL M—`) 2 0 0 & REST RE ASPHALT ROAD IN KIND. 2 0 0 �Qi , 123 99.35 100 100 b - luu MM rvw C I I. BT (400 PR) - :�� uu - luu MM ry BT ( --— j .. utli u,dih6V,i�. ,il� -.._. �•'� — 0 uj — i ` wo \\1s �JN�7_ s I �q1 TA. 51+00 STA 52+00 STA, 55+00 STA. 56+00 ; w - - -STA. 53+00 -- -- -- 54_+00- STA, 57+90 , STA. 5B+00 / , -- --- --- - ___ -- - -- -- - - -- - --- ---- - -- _ _- --- STA a' STA. 59+00 J INSTALL 8" M.J.G.V U o.� SR -5 (US -1) ' F- n w7.6 KV` +"_ UE (7.6 KV) �DE (7.6 KV; w 1 /L u 4 0 O N SEBASTIAN CENTER 1627 U°S° 1 INSTALL F.H.A 300 INSTALL 8" M.J.G.V STA, 65+00 63+00 STA. 64+00 �— SR-5 (US -1) SR -5 (US -1) NOR T CE�N COOPER TIRE 1647 U.S, 1 1671 U. S, 1 I- 174 92 w �i 174 PT Cron PR) j - I— i ROADWAY 36" MIN, COVER CONST. 8" DIP. W.M. INSTALL F.H.A 12' FROM EDGE OF TRAVEL WAY w/ MIN. 36" COVER (SEE DETAIL 14-2) D & .RESTORE ASPW ROAD IN KIN ). 100 l 1VU rKl - � - -- - -==-BT .viUv STA. 68+00 STA, 69+00 STA. 70+00 12' H❑RIZ❑NTAL DISTANCE R/W SIDEWALK BELL SOUTH U.G. C❑NDUIT AUTO LOT 1677 U°S, 1 200 3T (10 - 100 MM PVC) STA, 71+00 OE (7.6 KV; STA, 60+00 WENDY'S 1625 U. S, 1 2h BT (600 PR) 200 '^T (400 PR) D m --A m STA. 61+00 BT (400 PR) 30 PROPOSED 8" DIP, WX0 S S- C I T IN A — A I C TYPREVIEW 11EDN,T,SiAND APPROVED BY: Revision I Date Bn Date B y No, Revisio TECHNICAL BY• RICHA GORDON SPARKS, PE N 1 FLA 236R DEPARTMENT 01 RD BLANKEN, C.E,T DATE, JULY 2001 SHEE- 1840 25th STREETDESIGNED BYr GORD❑N SPARKS SEBASTIAN WATERINDIAN RIVER CQUNTYdS SESSMENT U.S. -� SCALE; 1• = 40' VERO 032960 CHECKED BY: SPARKS 4 ��L�(61) 567FLORIDA 800UTILITY SERVICES ucp APPROVED BYi GORDON SPARKS 859 PLAN bil INSTALL 8" M.J. CAP INSTALL 11.25° M.J. BEND 9th INST LL F.H.A INSTALL 8" M.J-G.V. CONST. 8" DIP. W.M. AS SHOWN w/ MIN. 36" COVER & RESTORE IN KIND. PARK A V E �ABAN D DNED� a b CONST. 8" DIP. W.M. 12' FROM EDGE OF TRAVEL WAY w/ MIN. 36" COVER (SEE DETAIL M-2) & RESTORE ASPHALT ROAD IN KIND. Di3 - 100 mM PVC: STA, 75+00 STA, 76+00 SR -5 (US -1) ti 0 u C C STA, 77+00 STA. 78+00 ...... REMOVE 16" CAP & CONNECT INSTALL 16" x 8" M.J. REDUCER 90' M.J. BEND INSTALL TEMPORARY JUMPER \ SAMPLE POINT TAC® BELL PIZZA HUT K. F. C, 0 ,S,A, 7 +00 INSTALL 8" x 8" STA, 80+00 M.J. TEE SR -5 (US -1) _ EX -16' W.M. --� 4n0 mm bIP WM Y z -_ w q n Q £ 0 0 V C C BT wv wv EX_16` W.M. V100.6 I(\Q T (8 - 100 Mm PVC) 330 G) 0 GORDON SPARKS, FLA, P,E. No, 23161 T Revision D 0 t 2 B rt1VER TECHNICAL BYs RICHARD BLANKEN, C.E,T DATE, JULY 2001 SHEET RevisionDEPARTMENT I Date By No,Y D ENT of SEBASTIAN WATER ASSESSMENT U.S. 1 PARK AVE (ALTERNATIVE)S _ R Ej R COUNTY U N T 1GORDON SPARKS INDIAN � � �� 1 d � VLl 1 1, DESIGNED BY GORD❑ I, ? 1840 25th STREETCALE, V = 40' I � VERO BEACH, FLORIDA 32960 CHECKED BY. GORDONG❑RD❑N SPARKS UCP 859 PLAN QF 9 UTILITY SERVICES I��� ���� ��.� oao � , � � 1 567-8 APPROVED BY GORDONG❑RD❑N S GRI (56 PARK