WM WM WM WM 12" PALM TREE S 11" MAGNOLIA TREE 6" PODOCARPUS TREE 10" CRAPE MYRTLE TREE OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU LOT 313 PARCEL ID #27-23-29-8085-03-130 OWNER:ORANGE COUNTY BCC ADDRESS:1106 HAWKES AVE LOT 312 75'(P) 75'(P) 75'(P) 75'(P) N89°28'35"W(P) N0°31'25"E 105'(P) N0°31'25"E 105'(P) N89°28'35"W(P) 75'(P) LOT 314 GAS LINE 4' CLF 4' CLF 6' PLASTIC PRIVACY FENCE 6' PLASTIC PRIVACY FENCE 4' PLASTIC PRIVACY FENCE CONC DRIVE CONC DRIVE CONC DRIVE CONC DRIVE ASPHALT PAVEMENT ASPHALT PAVEMENT CURB 2.0' CONC DROP CURB SANITARY SEWER MH TOP ELEV = 98.07 W ELEV = 87.50 (10"CLAY) E ELEV = 87.52 (10"CLAY) SW ELEV = 93.09 (8"PVC) FND 5/8" IR&C LB#3225 FND 5/8" IR&C LS#2005 FND 5/8" IR&C LB#6969R UG 4' PLASTIC PRIVACY FENCE 0.2' 1.6' 1.1' 0.5' 1.1' 0.1' 0.6' 0.6' 0.2' SET 5/8" IR&C LB#7143 SET 5/8" IR&C LB#7143 SET 5/8" IR&C LB#7143 SITE BENCHMARK #1 TOP OF PK NAIL & DISK WITH "BM" LB #7143 ELEV = 98.04 SITE BENCHMARK #2 TOP OF PK NAIL & DISK WITH "BM" LB #7143 ELEV = 97.86 STATE PLANE INFORMATION N:1499254.31 E:530040.35 STATE PLANE INFORMATION N:1499254.75 E:529927.40 6' UTILITY EASEMENT (P) 6' UT STA 15+66.33, 9.11 LT STA 14+53.38, 9.91 LT BASELIN PI STA 1 STATE PL N:1499245 E:530124.0 STATE PLANE INFORMATION N:1499215.14 E:530048.08 STATE PLANE INFORMATION N:1499214.97 E:529978.15 STA 16+05.01, 29.95' LT STATE PLANE INFORMATION N:1499275.27 E:530078.97 STA 15+73.94, 30.09'RT STA 15+04.00, 30.03'RT STATE PLANE INFORMATION N:1499214.98 E:529973.10 STA 14+98.95, 30.00'RT SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN X X X X X X X X X X X X X X X X X X X X X X X X X X X CORNER-3 CORNER-4 CORNER-2 CORNER-1 WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM SCALE: SHEET: 9150 CURRY FORD ROAD ORLANDO, FL. 32825 DRAWING NO. : OF REV DATE DESCRIPTION DESIGNED BY: DRAWN BY: CHECKED BY: OCU FILE NO.: CADD FILE: PROFESSIONAL ENGINEER FLORIDA LICENSE # LINE IS 2 INCHES AT FULL SIZE (IF NOT SCALE ACCORDINGLY) www.cphcorp.com 1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M / E / P Planners Structural Surveyors Traffic/Transportation VALVE VAULT TOP EL. 99.80 (PS 3107R) WET WELL TOP EL. 99.80 N. INV. 86.31 (10" PVC) (LINE WET WELL) 4" OF FDOT # 57 STONE, 60 MIL. GEOFABRIC WEED CONTROL LINER UNDER STONE RPZ BACKFLOW PREVENTER EMERGENCY PUMP OUT 16' WIDE SWING GATE WITH BOXOUT (8' DOUBLE PANELS) 18.00' 43.00' 48.00' 45.50' EXPANSION JOINT (TYP.) HOSE BIBB MH-31070062 TOP EL. 98.24 S. INV. 86.59 (10" PVC) W. INV. 86.69 (10" PVC) E. INV. 87.25 (10" CLAY) EXIST. (MH-2) CONNECT TO EXISTING WATER METER 1" WATER SERVICE LINE GRAPHIC SCALE IN FEET 0 10 20 5 N CHAIN LINK FENCE TO BE INSTALLED PER FIGURE A402-5 RIGHT-OF-WAY RIGHT-OF-WAY 14' WIDE CONCRETE DRIVEWAY, 6" THICK, 3000 PSI WITH FIBER MESH LEGEND RIGHT OF WAY EXISTING WATER MAIN EXISTING FORCE MAIN UW FM PROPOSED DRIVEWAY, CURB OR SIDEWALK REPLACEMENT PROPOSED SANITARY SEWER EXISTING SANITARY SEWER MAIN SAN OPEN CUT AND RESTORE ROADWAY PROPOSED SANITARY SEWER LATERAL W/ CLEANOUTS PROPOSED FORCE MAIN CAUTION! BURIED GAS LINE CONTROL PANEL SEE DRAWING E-102 SCADA PANEL NEW 6" FORCE MAIN (CO-1) REMOVE AND REPLACE EXISTING SEWER LATERAL WITH CLEANOUT STA.15+36.53 (4.9' LT) INSTALL 6"- 90° BEND (FM-5) 6" x 18" CONCRETE CURB TO BE INSTALLED PER FIGURE A402-5 15 C101 1" = 10' 75686 SAB GCM SAB/DEM Site Plan.dwg P.S. 3107R HAWKES AVENUE SITE PLAN SCOTT A. BREITENSTEIN 57402 51 HAWKES AVENUE (60' RIGHT-OF-WAY WIDTH PER PB X, PGS 111-112) REMOVE AND REPLACE 150 ± L.F. OF EXISTING 10" CLAY GRAVITY SEWER WITH 10" PVC INSTALL 64± L.F. OF 10" PVC GRAVITY SEWER @ 0.24% MH-31070061 (NEW) TOP EL. 99.35 N. INV. 86.44 (10" PVC) S. INV. 86.34 (10" PVC) (MH-1) INSTALL 14± L.F. OF 10" PVC GRAVITY SEWER @ 0.24% INSTALL 2 - 6" 45° BENDS, VERTICAL PROVIDE 18" MIN. VERTICAL CLEARANCE BETWEEN EXISTING 4" WATER MAIN AND NEW 6" FORCE MAIN EXISTING 4" WATER MAIN BID SET SCADA POLE (SEE DRAWING ED-101) PSOL - 2 PSOL - 1 PSOL - 3 PSOL - 4 P.S. 3107R NOTE: THE LIMITS OF THE POST-CONSTRUCTION BOUNDARY SURVEY FOR THE PUMP STATION REQUIRED BY SECTION 01720 "PROJECT RECORD DOCUMENTS" (2.02) (A) (1) (C) OF THE TECHNICAL SPECIFICATIONS FOR THE PROJECT SHALL BE BASED ON THE DESCRIPTION OF LOT 313, AS RECORDED IN PLAT BOOK X, PAGE 111 AND 112 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. INSTALL 10± L.F. OF 5' WIDE CONCRETE SIDE WALK ON BOTH SIDE OF DRIVEWAY AND TIE INTO EXISTING SIDEWALK 5.00' 4.00'
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Prime Construction Group, Inc. - LOT 314 LOT 312 …...WM WM WM WM 12" PALM TREE S 11" MAGNOLIA TREE 6" PODOCARPUS TREE 10" CRAPE MYRTLE TREE OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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PROVIDE 18" MIN. VERTICAL CLEARANCEBETWEEN EXISTING 4" WATER MAIN ANDNEW 6" FORCE MAIN
EXISTING 4"WATER MAIN
BID SET
SCADA POLE(SEE DRAWING ED-101)
PSOL - 2
PSOL - 1
PSOL - 3
PSOL - 4
P.S. 3107R NOTE:
THE LIMITS OF THE POST-CONSTRUCTION BOUNDARY SURVEY FOR THE PUMPSTATION REQUIRED BY SECTION 01720 "PROJECT RECORD DOCUMENTS"(2.02) (A) (1) (C) OF THE TECHNICAL SPECIFICATIONS FOR THE PROJECT SHALLBE BASED ON THE DESCRIPTION OF LOT 313, AS RECORDED IN PLAT BOOK X,PAGE 111 AND 112 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
INSTALL 10± L.F. OF 5' WIDE CONCRETE SIDEWALK ON BOTH SIDE OF DRIVEWAY AND TIEINTO EXISTING SIDEWALK