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2004-1579 G (Plans) BASIS OF BEARING LEGEND ABBREVIATIONS SEE SHEET C-2 FOR INFORMATION DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL AC AIR CONDITIONING, ALTERNATING CURRENT, ASPHALT CONCRETE R RADIUS, ROCK ACI AMERICAN CONCRETE INSTITUTE RD ROAD, ROOF DRAIN COORDINATES ALUM ALUMINUM R W, ROW RIGHT-OF-WAY PROPERTY LINE ra EXISTING GRADE 342'2 APPR APPROVED / APPROX APPROXIMATE S SLOPE, SOUTH, SPACING OF REINFORCEMENT BAR, EXISTING SEWER LINE S PAD ELEVATION PAD = 341 .5 ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS SUPERNATANT SEE SHEET C-2 FOR INFORMATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS SCH SCHEDULE AVE AVENUE SD STORM DRAIN EXISTING WATER LINE W FINISH FLOOR ELEVATION FF = 342.0 , AWG AMERICAN WIRE GAGE AWWA AMERICAN WATER WORKS ASSOCIATION SDCWA SAN DIEGO COUNTY WATER AUTHORITY BENCHMARK EX SEWER MH w/ RIM & INVERT EL SSMH R 225 FINISH GRADE SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS INV 725 B BEAM, BORING (DATED MARCH 2000) STORM DRAIN SID - - DIRECTION OF FLOW SF SQUARE FEET, SUPPLY FAN —� CA CALIFORNIA SIM SIMILAR SEE SHEET C-2 FOR INFORMATION DIRECTION OF FLOW WATER SERVICE W CFS CUBIC FEET PER SECOND SPEC(S) SPECIFICATION(S) ------------ -------------- ( ) CJ CONSTRUCTION JOINT SANITARY SEWER, STAINLESS STEEL FINISH GRADE CONTOUR CKD CHECKED BY ST STREET -- -,300 EXISTING GRADE EG CL CENTERLINE STA STATION AGENCY INDEX CLR EXISTING CONTOUR COR CORNER STLD STEEL '�' FINISH GRADE FG TOP CMC CEMENT MORTAR COATED CIVIL CEMENT MORTAR LINED T TANGENT, TELEPHONE, THICKNESS CUT / FILL SLOPES (2:1 MAXIMUM) CUT FILL GRADE BREAK GB CML&C CEMENT MORTAR LINED AND COATED LOCAL AUTHORITIES: t THICKNESS, STEEL PLATE THICKNESS, TOE CML&TC CEMENT MORTAR LINED AND TAPE COATED PIPE SHELL THICKNESS DAYLIGHT LINE & LIMITS OF GRADING -- ` - GRAVEL BAGS CO CLEAN OUT, COMPANY, COUNTY T&B, TB TOP AND BOTTOM ENCINITAS SHERIFF'S STATION CONC CONCRETE CID THK THICK PROTECTIVE FENCING (760) 753-5591 C CATHODIC PROTECTION, CONTROL PANEL, CONTROL POINT B FIBER ROLL CONT CONTINUATION, CONTINUOUS, CONTROL TOIL TOTAL ENCINITAS FIRE DEPT (760) 633-2800 CT COURT TOT TOLERANCE MEMBER AGENCIES: WOOD TRAIL FENCE X TEMPORARY ACCESS ROUTE CYL CYLINDER TYP TYPICAL ENVIRONMENTALLY SENSITIVE AREA ESA AGGREGATE BASE ACCESS ROADx DEPT DETAIL RTMENT USGS UNITED STATES GEOLOGICAL SURVEY OLIVENHA IN MUNICIPAL WATER DISTRICT (760) 753-6466 DIA DIAMETER 1966 OLIVENHAIN RD ENVIRONMENTALLY F7T7' ESCONDIDO CREEK FLOOD PLAIN S DNSTRM DOWN STREAM VERT VERTICAL ENCINITAS, CA. 92024 TPA '------ ----\--' VPI VERTICAL POINT OF INTERSECTION SENSITIVE AREAS TORREY PINE I/ _ ____ ____ DIAG DIAGONAL NO GRADING IS1_1__l- REVEGETATION AREA - NO GRADING ! DWG(S) DRAWINGS) MUNICIPALITIES: ALLOWED WITHIN - -- - DWN DRAWN BY W WITH W WATER, WEST, WIDE CITY OF ENCINITAS 760 633-2770 THE LIMITS OF E EAST, EASTING, ELECTRICAL WT WEIGHT ( ) THESE AREAS ISOCOMA SCRUBI WSP WELDED STEEL PIPE COUNTY OF SAN DIEGO (760) 740-4290 EA EACH SAID SENSITIVE j EC END OF CURVE AREAS SHALL BE EF EACH FACE WWF WELDED WIRE FABRIC FIELD DELINEATED - EL, ELEV ELEVATION 7-/---; BY THE ENGINEER i ELECT ELECTRIC SYMBOLS UTILITIES: PRIOR TO THE WILLOW , /W /, EMBED EMBEDMENT T START OF /_/_1__L_ EW EACH WAY La EXIST EXISTING & AND COX CABLE NORTH COUNTY (760) 599-6060 CONTRACTOR'S JOB v--- EQ EQUAL, EQUATION T TT 7 SITE MOVE-ON OR @ AT b' ANY OTHER SOUTHERN WILLOW SCRUB SWS ± PLUS, MINUS DANIELS CABLEVISION (760) 931 -7000 a ;/ ` 11 FCF FLOW CONTROL FACILITY CONTRACTOR FIELD FF FINISHED FLOOR + PLUS ACTIVITIES FG FINISHED GRADE G LESS THAN PACIFIC BELL (619) 637-5020 m FIG FIGURE LESS" THAN OR EQUAL TO 7650 CONVOY CT ROOM 132 FL FLOW LINE SAN DIEGO, CA. 92111 FLG FLANGE, FLASHING > GREATER THAN FO FIBER OPTIC > GREATER THAN OR EQUAL TO SAN DIEGO COUNTY WATER AUTHORITY (858) 522-6600 EQUAL 4677 OVERLAND AVE. GALV GALVANIZED # NUMBER, POUNDS SAN DIEGO, CA 92123 HORIZ HORIZONTAL 4 ANGLE SAN DIEGO GAS & ELECTRIC CO. (619) 441 -3833 A DELTA ANGLE ELECTRIC DIVISION w ID INSIDE DIAMETER 104 N JOHNSON AVE. z IE INVERT ELEVATION, THAT IS EL CAJON, CA 92020 t IF INSIDE FACE, INSULATING FLANGE 8 -0 SDCWA IMPROVEMENTS INSUL INSULATED, INSULATING, INSULATION SAN DIEGO GAS & ELECTRIC CO. (619) 696-4141 INV INVERT BLUE LETTERING GAS DIVISION IR IRON ROD, IRRIGATION 101 ASH ST PIPELINE (SIZE AND MATERIAL AS SHOWN) SAN DIEGO, CA 92112 NEW CONCRETE STRUCTURE OR PAVING LBS POUNDS LG LENGTH, LONG WATER FOR SAN DIEGO COUNTY BLUE DIGALERT (800) 422-4133 LF LINEAR FEET, LINEAR FOOT LOGO LS LEVEL SWITCH, LAND SURVEY(OR) Wetland Creation Plans for MAX MAXIMUM SECTION AND DETAIL DESIGNATION MFG('S) MANUFACTURER('S) Manchester Site MIN MINIMUM MSL MEAN SEA LEVEL o This Project Will Provide: GRAY N NORTH, NORTHING I LETTERING A SECTION LETTER CALLOUT NO( NORTH AM) RICAN DATUM 4 C-1 NOM NOMINAL NTS NOT TO SCALE DRAWING NUMBER ON WHICH Total Project Cost $ San Die CO�Jn BIKE SECTION APPEARS OC ON CENTER OD OUTSIDE DIAMETER UVater'�uthality NOTE: OF OUTSIDE FACE Estimated Completion Date: OLIV OLIVENHAIN 1 . ALL LETTERING TO BE BLACK ON TOP OF SECTION A SECTION LETTER CALLOUT WHITE BACKGROUND UNLESS OTHERWISE NOTED. P5EI PIPELINE 5 EXTENSION, PHASE I NTS P5EI1 PIPELINE 5 EXTENSION, PHASE II 2. ENGINEER TO FURNISH NUMBER OF JOBS, TOTAL C - 1 DRAWING NUMBER ON WHICH PC, POC POINT OF CURVE PROJECT COST, AND ESTIMATED COMPLETION DATE. SECTION WAS TAKEN PCCP PRESTRESSED CONCRETE CYLINDER PIPE DOUGLAS FIR POSTS (TYP BLACK LETTERING PI POINT OF INTERSECTION PL PIPELINE, PLATE FINISH P/L PROPERTY LINE P PLACE(S) r 1 DETAIL NUMBER CALLOUT POT OT GRADE POINT OF TANGENCY N C-1 PP POWER POLE PSF POUNDS PER SQUARE FEET THE ENGINEER OF RECORD IS SIGNING AND SEALING THESE MYLARS DRAWING NUMBER ON WHICH PSI POUNDS PER SQUARE INCH ON THIS DATE TO PRODUCE DRAWINGS THAT CONFORM TO THE ORIGINAL D DETAIL APPEARS PT POINT, POINT OF TANGENCY DRAWINGS AND CHANGES ISSUED UP TO AND INCLUDING ADDENDA NO. 2 PVC POINT ON VERTICAL CURVE, POLYVINYL CHLORIDE (CONFORMED DRAWINGS). THE SEALS AND SIGNATURE GO SOLELY TO THOSE n CONSTRUCTION SIGN CONFORMED DRAWINGS AND DO NOT INDICATE ACCEPTANCE OR APPROVAL OF ANY RECORD DRAWING REVISIONS THAT ARE INCLUDED IN THESE SIGNED AND SEALED N Q RATE OF FLOW (FLOW RATE) DOCUMENTS. ALL AS—BUILT RECORD DRAWING REVISIONS ARE THE RESPONSIBILITY OF THE WATER AUTHORITY 0 Estrada ,► DESIGN 5/14/04 SAN DIEGO COUNTY SPEC. NO. Land Planning 0 RE oR OF ENGINEERING— DATE 5 5 1 0 No"MIA g . & �'""a` oRAwN �: WATER AUTHORITY WETLAND CREATION PLANS ORAwwc No. 08 -_ K. / . 5 13 04 FOR GENERAL SHEET a 619236.0143 * ASST. DIRECTOR OF S INEERING DATE G— 2 755 Broadway Cude,Suite 300 CHECKED 4677 OVERLAND AVENUE 610 W. FIFfH AVENUE J San Diego,California 92101144 �. Son Dlego county SAN DIEGO, CA 92123 ESCONaoo, CA 92028 MANCHESTER SITE SHEET N0. 3 619.236.0578 Fox OF S. MOLENTIN 5/13/04 N0. DATE REVISIONS DWN CKD APPR _ ,4s - ELP@radaiandPlan.00m PROJECT MANAGER Water Author1ty 888-822-6600 760-480-1991 OF 23 W ELP FILE: Projects\200\23725\DWG\23725_G2.dwg SDCWA NO. S-8667 STATE WATER RESOURCES CONTROL BOARD (SWRCB) CITY OF ENCINITAS STORMWATER POLLUTION CONTROL BMP NOTES: CiTY ENVIRONMENTAL DATA: DEVELOPMENT OF THIS PROJECT MALL COMPLY WiTH ALL REQUIREMENTS OF STATE WATER — CONCRETE WASHOUT — ON —SITE CONSTRUCTION MATERIAL STORAGE (CONT) 1) STEEPEST EXISTING NATURAL SLOPE ON —SITE 100% (STREAM RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 N.P.D.E.S. GENERAL PERMIT N0. CAS000002, WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZE D CONCRETE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT 2) MAXIMUM VERTICAL DEPTH OF CUT 6.5 FEET ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, 3 MAXIMUM VERTICAL DEPTH OF FILL = N / A — NO FiLL WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM ) BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL 4) AVERAGE DEPTH OF CUT = 35,300 cy x (27cf/cy)/328,500 of 3.3 FEET ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE —OF— INTENT (N01) SHALL BE FILED POST A SIGN DESIGNATING THE WASHOUT LOCATION. BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WiTH THE SWRCB. A COPY OF THiS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 5) AVERAGE DEPTH OF FiLL = 0 FEET ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCS CO NSTRUCTI ON SITE ACCESS SHOWING THE PERMIT NUMBER FOR THiS PROJECT SHALL BE FILED WITH THE CiTY OF — TRAINING CUT 35,300 Cy A STABItZED CONSTRUCTION SiTE ACCESS SHALL BE FRONDED FOR V'EHfCLES 0 THE QUANTITIES ES SF� ARE FOR �RIDiN!G ENCINITAS WHEN RECEIVED. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SiTE. THIS SHALL INCLUDE RS• EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CiTY OF FiLL CY PURPOSES ONLY AND SHALL NOT TO BE 35 300 CONSIDERED ACCURATE OR CERTIFIED IN ADDITION, THE UNDERSIGNED AND OWNER(S) OF ANY PORTION OF THE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CiTY OF ENCINITAS EXPORT = Cy NET QUANTITIES. QUANTITIES SHOWN SHALL PROPERTY COVERED BY THIS GRADING PERMIT N0. 1579 —G AND BY THE SWRCB ORDER STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL 8E REMEDIAL ,� 0 � NOT BE USED FOR CONTRACT PURPOSES. NUMBER 99 -08 DWG AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH CONSTRUCTION VEHICLES AVAILABLE TO EVERYONE WORKING ON SITE. THE CONTRACTOR SHALL INFORM ALL SPECIAL PROVISIONS AS SET FORTH IN SECTION C.7 OF SWRCB ORDER N0. 99 -08 DWG. WORKERS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED WDiD IDENTIFICATION NO. 9 37C326146 FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE — WASTE MANAGEMENT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. SIGNATURE: CONTRACTOR IS RESPONSIBLE FOR PROPERLY D>SPC)SiNG OF ALL WASTE AND CONSTRUCTION MATERIALS. BY: DATE EROSION CONTROL ON UN GROUND, WHERE WATER CAN THEMNNTO THE CONVEYANCEUS REFERENCE DRAWINGS i iS STRICTLY PROHIBITED IMPROVEMENT PLAN TM 3960 -1 OWiYER: COUNTY OF SAN DIE EROSION CONTROL MUST BE FOR ALL EROSIVE SURFACES. SLOPED 8" do 10" SEWER LINES SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. j EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL CITY OF ENCINITAS RECORDS AN APPROVED SWPPP DOCUMENT SHALL BE KEPT ON SiTE AT ALL TIMES DURNG THE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. CONSTRUCTION AND AVAILABLE FOR REVIEW BY THE ENGINEER. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS IMPROVEMENT PLAN SI -0021 ONTRACIOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED MANCHESTER ROAD WIDENING TEMPORARY EROSION CONTROL MEASURES. WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL CiTY OF ENCINITAS RECORDS REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. DO NOT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, IMPROVEMENT PLAN PC 1616 REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED 8" PVC SEWER IN MANCHESTER ROAD LEGAL DESCRIPTION: VEGETATION CAN BE RECYCLED. NON — RECYCLABLE MATERIALS MUST BE TAKEN TO CITY OF ENCINITAS RECORDS A PORTION OF SECTION 25, TOVVNSFiiP 13 SOUTH, RANGE 4 WEST, SAN BERNAROINO BASE PLAINT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, GRADING ACTIVITIES ARE COMPLETE. IMPROVEMENT PLAN UCS- 1972122A ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OLIVENHAIN INTERCEPTOR SEWER WATER USAGE FOR DUST CONTROL SHALL BE MTNWZED. RECYCLING RECEPTACLES AROUND THE SITE. r FOR A MORE COMPLETE DESCRIPTION OF THE PROPERTY, SEE TiTLE REPORTS ON FILE WITH CITY OF ENCINITAS RECORDS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED THE CiTY ENGINEER. — ON -SITE CO HUN MATERIAL STORAGE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT RIGHT of WAY PLANS AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SAN EUJO LAGOON REGIONAL PARK PHASE M STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SURFACES. COUNTY OF SAN DIEGO RECORDS ASSESSORS PARCEL NUMBERS SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE N . THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, 262- 073 -03 CONTAINMENT FOR ALL FUEL STORED ON —SITE. 262 - 073 -17 AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL 262- 073 -25 THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SiTE. SEE DRAWiNG C -2 FOR KEY MAP CITY DRAWING SHEET INDEX: CITY SDCWA SDCWA SHEET DRAWING SHEET NO. NO. NO. SHEET TITLE PRO.IECi' 10 POGRAPW.- PROJECT TOPOGRAPHY BY PNOTO � C�I'TROL 2 C -1 4 GRADING PLAN — GENERAL NOTES TOPOGRAPHIC MAPPING PREPARED USING PH 1rItETHODS MV ,2002. 3 C - 5 GRADING PLAN = SURVEY CONTROL DATA —SHEET fi�X KEY SURVEY GROUND CONTROL FOR TOPOGRAPHIC MAPPING BY MASSON AND ASSOCIATES. 4 C - 6 GRADING PLAN NORTH PORTION OF SiTE 5 C -4 7 GRADING PUN —SOUTH PORTION OF SITE P.IOTO / CONTROL MA',SSON AND ASSOCIATES, INC. 6 C - 5 8 GRADING PLAN — EROSION CONTROL — NORTH POK I ION OF SITE ATTN: BOB MACOMBER ATTN: JiM EYERMAN 7 C -6 9 GRADING PLAN — EROSION CONTROL — SOUTH PORTION OF SiTE 16996 SKY VALLEY DRIVE 200 EAST WASHINGTON AVENUE 8 C -7 10 GRADING PLAN — SECTIONS, DETAILS RAMONA, CA 92065 ESCONDIDO, CA 92025 (760) 788 - 6802 (760) 741 - 3570 9 C 11 GRADING PLAN — DETAILS 10 C -9 12 GRADING PUN — DETAILS 11 C -10 13 GRADING PLAN — DETAILS 12 C -11 14 GRADING PLAN — HORIZONTAL CON KOl — irOR'TH PORTiON OF SiM 13 C -12 15 GRADING PLAN — HORIZONTAL CONTROL — SOUTH PORTION OF SITE BOUNDARY AND DA.. 14 TC -1 16 TRAFFIC CONTROL PLAN BOUNDARY AND EASEMENT LOCATIONS PROVIDED BY THE COUNTY OF SAN DIEGO WATER AUTHORITY TECHNICAL STAFF AND RECORD DATA. SAID BOUNDARY AND EASEMENT LOCATIONS WERE GENERATED FROM RECORD DATA AND ARE NOT THE RESULT OF A BOUNDARY SURVEY. CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: WETLAND CREATION FOR MANCHE� SiTE 02 -285 MUP /CDP APN9 262- 073 -03, L17. -25 PLANNING do BUILDING DEPARTMENTS ENCINITAS FIRE DEPARTMENT APPROVALS CITY DWG NO. RECOMMENDED APPRO CITY OF ENCINITAS RECORD DRAWING 1 !/� �: r �; 1579 —G AS BUILT " Underground Service Alert qq - • , BY: DATE BY: DATE DATA 5 / 3l O DATE: �s /'4 /D•q� SHEET 2 OF 14 • Can: TOLL FREE PARKS & RECREATION DEPARTMENT SAN DIEGUITO WATER DISTRICT REVISIONS APPROVED DATE REFERENCES DATE R.C.E. EXP. DATE 1 -800 REVIEWED BY 422 -4133 1 INSPECTOR DATE TWOS DKM SU ORE YO U DI G ATE BY: DATE APPROVAL EXPIRES TWO YEARS FROM DATE SIGNED ofESS/ 4 DESIGN BY: _ - a SAN DIEGO COUNTY WETLAND CREATION P LAN S SP N o. MKP DIRECTOR OF ENGINEERING D iT E 51 • , GP DRAWN 9Y: - WATER AUTHORITY DRAWIN Conway & Associates, Inc. - ft 41022 _ s 3 , FOR GRADING PLAN G N0. Civil Engineers /Surveyors /General Engineering Contractor AB412412 D� 3-31-2W7 � T. NAGLE ASST DIRE TOR ENGINEERING ATE GENERAL NOTES C _ 1 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 s L6 '► 1 4677 OVERUWD AVENUE 610 W. FIFTH AVENUE MANCHESTER SITE SHEET No . r'r �civt�. ��� CHECKED BY / Son Oisgo COtIA� sew DIEGO. CA 92123 ESCONDIDO. CA 92025 Telephone (760) 753 -1453 • FAX (760) 635 -0839 F of cr+��f� M. PASKO �� /� Wofur Authority 858- 522 -6600 760 -480 -1991 i : _ NO. DATE REVISIONS DWN CKD APPR PROJECT MANA DATE SDCWA NO. S -8668 t Apr 26, 2004 — 15:21:04 P: \03 -007 EDAW\Dwgs \03007 —C 1.DWG PLOT • 1 =40 s j : j i I i I i i I f V-1 SIRED NORTH PORTION T WELL 1 �" MONUMENT - CL—CL 23 9 12 OF SITE N SEE N 1953052.669 (� E 6253446 M HES'TER AVENUE DRAWING N 0. STA 57+25.50 RS 426 -2 _ ._..._ 1 C -3, 5 ac 11 �- 23 2 1� � CDR SEC 25 � CoSD BENCH MARK \ MANCHESTER AVENUE I "ES CK 28" ( --___------------- ------ - - - - -- i f 1/2-IRON PIN I 1 2 E) ;� �,� APN 262 - 073 -24 ELEV = 29.74 PROPOSED ENCINITAS COUNTY N- 1952162.19 40 00,01 26 1 2 ( \ ( E= 6254146.16 \ I 1 1 I W I DAY SCHOOL SITE 1 W i J I TEMPORARY BENCH MARK I Z Z 2 I I SE C s 8" SQUARE PIN •"�� ��-- -- --�� � � �' 1 M SHEET LIMITS LINE / tEMPQRARY ELEV = 28.67 < 1 h — — Ann I I \ � II N 1952200 I I ( CONSTRUCTION BASI OF 6EARrNGS: Q i II LUX CANY CROSSING X 6254200 1 do CENTERLINE OF MANCHESTER 20 SAN \ I I I WATER D 1=m `YR FLOOD PLAIN 1 I I I� i _ _ I/ t AVENUE PER RS 462 -2 (I I I EASEMENT \ \ f ► I it , II ♦ I Al I.E.: N 01'04'43"E 1234.77' 1 ( (N 01'04'12"E PER I I I _----- - - - - -- - ---- ---�3- - - - - - -- ! lo R of S 14943 - �.* .. 1 I ' iAPN I 1 i INTERIOR I � � II APN � LINE ----------------- i, 1262 O OF SAN 262- 073 -03 ` 1 ,' �\. �' o `� CO OF SAN DIEGO � � � I i % �, CO OF SAN DIEGO LIMITS OF WORK INTERIOR F, 500 i I I I I -� LIMITS ,� `;I LOT LINE 0 O N \ \ 1 •r EXTERIOR BOUNDARY i SHEET-. LIMITS 1 SEWER \c 1 �. i I I 15 / $ I E SEE 10' WORK LIMITS OF COUNTY OF SAN t 00 SEWER \ ( DIEGO PROPERTIES �/ f 4e l� I I 1 ,, `�� 1 ESMT z fl AWING NO. W ESMT/ �(/ p � I I '� GRADED EASEMENTS 1 / �, \ �. I I ,.� `(VARIOUS) C 4, 6& 12 iT M 88'55 17" W V( I (� j I I I I it ,Z i I 100 II GRADED SEWER 1 "M - STREET WELL �I SEWER I I ESMTi' `' 10" I I . MONUMENT - EC 2 ESMT '' ` I i i 1 N 1951818.118 () - -- - - - 4 , -- -- — �� ' I E 6253423.498 � � — — — - . — '-' STA 38 +90.73 POT RS 426 -2 -- - - - - -- — -�6 --- - - - - -- O fi = STA 39 +19.24 EC RS 426 -6 ' �� I \ AREA (STA 39 +19.24 EC PER CITY ' 1 AREA DWG SI -0021) INTERi LIM4TS ,s ' \LINES \ t1 APN 262 -073 -17 I . © zoo 4W Soo OF WORK \ O `COUNTY OF SAN DIEGO SCALE: 1 " =400' 40 SE LINE / OF 100`l ��� I ,� FLOOD ' I �\ � SHEET INDEX KEY 1 / , SCALE: 1 -400 ,\ P I EMITS \ WORK � 100, / / ' Q \ \ Q.. 6 . P \ \\ \ i 100 YR r' FLOOD \ \ P LAIN \ \ N I 1 1 I CAL w, EXl'ERfOR — - 1 SECTION 25 1 OUNDARY LIMITS OF \ T 13 S COUNTY OF SAN DIEGO R 4 W \- PROPERTIES SBBLM CITY OF ENCINITAS ENGINEERING DEPARTMENT 0 100 200 400 �, �\ � , �� ,r. .,,. ...� ,,.. .. _ GRADING PLAN FOR: WETLAND CREATION FOR MANCHESTER SITE SCALE: 1"=200' W. BEARING DIST RECORD DATA SOURCE 1 N 01'04' 12" E 668.00' RECORD OF SURVEY 14943 02 -285 MUP /CDP 2 N 01'04' 12" E 665.76' RECORD OF SURVEY 14943 APN3 262 - 073 -03, -17, -25 3 S 89'21'59" E 1302.96' RECORD OF SURVEY 14943 APPROVALS CITY DWG N0. 4 S 01 W 399.25' RECORD OF SURVEY 14943 5 N 5710'58" E 432.15' RECORD OF SURVEY 14943 RECOMMENDED APPRO 6 S 89'21'59" E 956.19' RECORD OF SURVEY 14943 7 S 89'21'59" E 630.15' DOC NO. 2002 - 0835797 RECD 9/27/02 BY: 8Y: 1579—G _744 8 N 00'38'01" E 668.00' DOC NO. 2002 - 0835797 RECD 9/27/02 DATE: 5 /31 DATE: iCIA l04 [ SHEET 3 OF 14 BOUNDARY DATA & TIE DATA IS RECORD AS NOTED AND NOT THE RESULT OF A BOUNDARY SURVEY REVISIONS APPROVED DATE REFERENCES DATE SURVEY CONTROL DATA j SCALE: 1 " = 200' �OVESSI �, DESIGN BY: APP j FOR/CON _ 'A SAN DIEGO COUNTY SPEC. N0. ` K j � MKP ECTOR OF ENGINEERING D'f WETLAND CREATION P LAN S 5 51 As so ciate s , nc. DRAWN WATER AUTHORITY GRADING PLAN DRAWING NO. Conway & _ � 0 ,� ,4 FOR SURVEY v G i '^ T. NAGLE � C-2 Civil Engineers /Surveyors /General Engineering Contractor 0412412 u, l7�IRf5 � rn ASST. DIRE TOR 0 E GINEERING TE 4677 OVERLAND AVENUE 610 W. FIFTH AVENUE SHEET INDEX KEY �y CONTR DA 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 s� 4- Zri'o� `� CHECKED BY SAN DIEGO. CA 92123 ESCONDIDO, CA 92025 MANCHESTER SITE SHEET NO . f O F F Telephone (760) 753 -1453 • FAX (760) 635 -0839 �rF CI �A�� F O .S /_5 Sam uthor►1y 858 -522 -6600 760 -480 -1991 1 -1- OF . - NO. DATE REVISIONS DWN CKD APPR M. PASKO PROJECT MANAGE , DATE SDCWA NO. S -8669 i f Apr 26, 2004 - 15:36:42 P: \03 -007 EDAW \Dwgs \03007- C2.dwg PLOT ® 1 =200 i I i z I J RIM a 45.2 ��_�_ _.: �� J f ; 1 , �; -.. r �-` HO DIEGUITO' WATER DISTRICT (SDWD) ` CINITAS COUNTRY DAY SCHOOL � !.EFiiPOiARY ' 16' -WIDE �' EXiST1NG' 30" STL WATER LINE 4 f l I IE (31.6) - °` pf 7 8 CONSTRUCTION CROSSING �` 98 -039 - MUP/DR DP RECORD POTHOLE DATA 00 w/ 2 EA. 24 SD PIPES CITY DWG N0. 42 -G EXiSiTNG TOP OF PiPE / is e . _ry_.___: TEMPORARY CROSSING TO BE POTHOLE TOP OF EXIST ' i I `f !lECOR'D EtEV � ``- -- _. ; jl � REMOVED AT "END OF PROJECT 361 fi 1iAANCHES z gm�z� R AVENU N0. PIPE GRADS DEPTH ARE RECORD ANO SHALL BE FlELD 60 -1 S L GRAD 073 - 24 PH -1 20.63 24.5 4.0 VERIFIED BY CONTRACTOR ! IN APN 262 AND CREEK BED ' RESTO RED T ORIGINAL CONDTT ,'"'� - �:D 0 f - 1J�5 .- -�--. ._._. ___� _ -F''` ( ,Pi=1 -2 25.72 28.4 2.7' 4 ' i I g } DF` WORK I; # �`'� s PH -3 26.'4 294 2.7' •'' 13 BfG XIST �tR8E0 CONSTRUCTION B r 4 _ B _ - `� , PH - 27.94 f.4 3.5 / WiRE FENCE 4 E / �� � B� � .ACCESS ROUTE C -7 3 I� �- C -7 PH- ' 25.74 28.5 3.8' / / Ii ' _ do IL 1. _ l - x w X ,. x i 1 * x r - x x ___ x a ,. = x x �.� x_ 1 x a. 000 2 �D I r s /,' `" f._ a / / o 2 _ Ii�AlERL11�1E i / EXIST AC o i I ! 3 BEG` --' MARKER DIKE 1 PO G .- - ;' 9 �c"(�, 10. rRAMC tIGIN I o 20 3 9 C 2 /\ 2 3 � / o t ` ' i x 9 .) f 12 , r •- / I f 112 \ 1 . . . F ` r ' 16' --WIDE 3 51 a 40 so . . . . . .- i . I r CONSTRUCTION _ / / / i / 43 +70 ACCESS ROUTE �,/' 43 70 16 f SCALE: 1"=40 CL OF 50 -WIDE II I f / / 9 '� "% i WATE�UNE / t / PROJECT SITE ) :lx` <' / UMITS WORK ACCESS ROUTE 1 -`�� ' . . �' 1..%'� I ��: T - ,ic.3i . . . �- ` ;. w!, 14 2 MARKER � � / ¢ f . - � ...... . . . . . . . . . y , ; lam_ -- COSD BENCH fj ARK "E5 CK COU TY OF AN DiEGO r _ ` K -; f 1, H APN 26 2- 073-03 I r 18 / --� _.. 2 EL 29.74 1 /2 - SQUARE ~ PIN -' o, �°`� .' . s t°-` 'Q''t' t f TEMPORARY BENCH MARK Z 1i # ' (. ./� WATERLiNE � J / t �; EL 28.67 ^• 5/8' SQUARE PIN Z o f 9 y; ' . . . . . . . . . . . . . . . , ' ACCESS / i' ry LIMITS OF WORK Z o 1 \ %� \ i z N . . . . • . , / TP VAULT ; '' /' 9 9 P w 1 r 1 I / 1 41 i GRADING EXIST BARBED WiRE FENCE W 0 �? ; I s ,/ \ ; +` 2 ti C LIMITS REMOVE AS REQUIRED � � �AN I _, -_.. 1 c 7 . ► � . .... AP --` / 262rt073 -25�� ... ........ -�' 2 9 19 END W %_110 � 1 � ry� Ir o Z y ..... r ` .. I 2 CL W I ref :` . . . . . �` 9 . ,_.� r ._._ . . �d MlTSs ���p' I ? t 6T SLOPE { v W ' _ _ •- � ` j 9 i f� ✓ 9 6 MAXIMUM = 6 - e. " � 25 GRADED 1�KI�IW i "D V - � LA- 3 R � a �$ x THIS SIDE >r GRADED DEPRESSiON (0) + W o o i s I. . r� .` ml ; i ,z r 2 1 I ICE 24 (TYP. F 40) Y x v1 0: X j RA t } `1 / / / 1 9 BEG - _ - 3 o z I I I i s ;` M I i f -I' /r ! 3 I t2 ±, 6:1 - - - - - -- �_ -- 3 o , ,.; I I ?.� , SLOPE f; �- � ?� LIMITS OF WORK - N ; I i : i ( -F r , \ 9 0 2 I ! `�' _ Z w GI 9 E / / SLOPE \ ; `xl C t\ + / I ? m vh 3 S I ��I. \ / / / / '� ' , 1 ,-� 12 I I I �o, `i �I C 7, 10 C9 10 12 ,/ STA 1 1 11 , - _ / .. , / / • // 27 f 13 G Z BEG i ' °` - ...v_.. I �� t -' f SLOPE r� 2 WATER Ct I i _ . . . . !$. I e ``� / / / '_ . f' PER OMWQII . SID I �' � � � 4�' � / 26 _ � �D 11� r � loe DWG' NQ. dµ1.5 A �, t ll i,` ` s �. , � -,� �- 2 (FOR" M h.'` .f EEG 2 / /` ` 1 '" .OAYUGHT ,.� f + 1 M 11� �i I ! (. Mf�PfEtt1NE 25 ; 'L4 LINE IRRIiGA ON 2 1 ,r'': / MARKER / �� t G RADING 1 ' 12 1 6 2 E t : p �� / /�♦ BEG f o° I ` / / 4 LIMITS 3: 1 SLOPE 1k �.WO . +Ob + . 9 / 9 / I 2 ; `�' SLOPE I. 1 A '99 N, ENV I �._ - ` / r _ '�. t i 12 't de 3 - INCH BLbW' F1= I I 13 WA . �� / /� ' ' 2 EN D I i �\ 12 I� GRADING PE t OMWD 15TDt (' // . . . . . . , ' `` \ 3 I b 6 °, / \ o t5/ LIMITS DWG. No. A 1.14; 17 . f � / i' ON I ► ' , P CbNST , tION �' TEMPOiY11� -tMDE wEit 4 } t M D AYLIGHT # \ 1 I �� 9 Y ET ER ' / 1 ' . ; ' t / ./ - �_Tr .,., yam° LINES 1951954.27 t D t 11 / 12 ,� LRf VfV IN(� I' f �'• CONSTRUCTION / / / _ 4 :1 SLOPE _.. f • .74 / 1 - ' "' ACCESS �tOkiTE �� � � � \ N � r uRADiNG2 / 12 , 1 ; f ' t L.IIIAiTS Of WORK 18 I .! �D g 17.8 A r MATCH L1°lV�E MATCH E `` I I. . ' . // r ,- ,.� i 1 ' � � 1 Z �,� `©1 � �, �� \ �` c -7 ._.a _ _ ` _ m - i 2 ENO 10 SEE DW C -�4, f 1 I --,'" ��;, 'b. �Iw ta - o o SEE DWG C 4 MARKER c -7 OF CINITAS ENGINEERING DEPARTM • •I �' / / - � � � 17.7 ., -j y �. -. `'` / �"' Y / GRADING PLAN` FOR: 0 WORK TO BE DONE 0 WORK TO BE DONE (CONT) WORK TO BE DONE (CONT) [] EASEMENT INFORMATION WETLAND CREATION FOR MANCHESTER SITE i GRADED MOUNDS AND DEPRESSIONS PER 1 8 TEMPORARY 16' DiRT ACCESS ROAD 2 14 ABANDONED MONITORING WELL_ BENTOWTE WELL PLUG 02 -285 MUP/CDP C 8 SEE (SIMILAR TO EXTENDS TO EXISTING GRADE REMOVE PLUG AS REQUIRED 1 NEW 10' SEWER EASEMENT TO CiTY OF ENCiNiTAS 2 ) c _ e APNs 262- 073 -03. -17, -25 15 EXISTING SIGN N REMOVE do STORE SIGN N 1.0' MAX. CUT FROM EXISTING GRADE 2 OiRT ACCESS ROUTE PER C -8 9 PROTECTIVE FENCING PER SPEC 2 DURING CONSTRUCTION, REPLACE SIGN AFTER 2 20' SDWD WATER EASEMENT PER DOC RECORDED APPROVALS CITY DWG NO. 10 ORANGE SiLT FENCE PER CONSTRUCTION JUNE 12 1950 IN BOOK 3655 PAGE 264 O.R. N C_g 16 PROTECT EXISTING 30" STEEL 1 CONTRACTOR TO POTHOLE AND ACCURATELY �= RECOMMENDED APPRO 3 12' AGGREGATE BASE ACCESS ROAD PER C -8 SHOWN FOR INFORMATION ONLY) WATERLINE IN PLACE PER C -10 LOCATE LINE - TOP OF SLOPE TO BE MINIMUM 1579 - r 2 10 11 EXISTING FACILITIES STORM DRAIN CATCH 17 AC STREET PATCH PER 2 FROM EDGE OF EASEMENT BY: 6 18" STORM DRAIN AT N -S EASEMENT PER DRAIN OUTLET RIP- C -10 DATE: S/ 3/ O4 DATE: /�T4 C-7 RAP) PROTECT IN PLACE 18 EXISTING PCC CURB AND GUTTER (TYPE G PER SDRSD 3 15 SEWER ESMT PER DOC NO. 2002 0835797 SHEET 4 OF 14 r3 G -2) N PROTECT IN PLACE DURING CONSTRUCTION - REMOVE RECD 9/27/02 REVISIONS APPROVED DATE REFERENCES DATE 7 DOUBLE 24' STORM DRAIi�AT - 12 RiP RAP ENERGY DiSSiPATOR PER 6 do REPLACE AS REQUIRED IF DAMAGED DURING CONSTRUCTION ONSTRUC TiON & TEMPORARY CROSSING PER �� C 9 4 EASEMENT FO R THE C 4 1 19 REMOVE EXiST WIRE FENCE AND POSTS RECD 5/18/83 As D F /P 164885 O. PER DOC. STORM DRAIN REFERENCE TABLE PER C -7 13 TRAIL FENCE PER C -9 20 PROJECT CONSTRUCTION SIGN (8' WIDE, 4' TALL, BOTTOM OF SiGN 3' FROM GRADE) of ES DESIGN BY: APP 0 F UCTIOPt-> SAN DIEGO COUNTY SPEC N o. ID S� N pE K. 9 MKP RECTOR OF ENGINEERING AT WETLAND C R EATi 0 N P LAN S 551 Conway & Associates, Inc. _ C = DRAWN BY: � � WATER AUTHORITY FOR GRADING PLAN DRAWING NO. Civil Engineers /Surveyors /General Engineering Contractor AN12412 " E� ��� � T. 1AGLE ,�,5� DIRECTOR NGINEERING DA D 4677 OVERLAND AVENUE 610 W. FlFTH AVENUE D �9 NORTH PORTION OF SITE ( " -3 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 r� /uu�} CHECKED BY $� o CO S DIEGO CA 92123 ESCONDiDO CA 92025 MANCHESTER SITE SHEET NO . Telephone (760) 753 -1453 9 FAX (760) 635 -0839 l �t F CI'V Y SAN I No. DATE REVISIONS DWN CKD APPR OF CA1.% M. PASKO PROJECT MANAGER � � D', Water Authority 1158- 522 -6600 760 -480 -1991 _1L_ of _ 23- Apr 26, 2004 - 18:36:06 \03 -007 EDAW \dwgs \03007- C3.dwg P 0 1"=40 SDCWA NO 5 -8670 ILL m oe .00 rst4 . `L I 4 , _ 1w I. _ SEE DWG G--3 MATCH E 1 �. �; ` M',; MATCH LI N E . M . . . . .,!!� y ! . I ' DAYLIGHT \ I I s 4 C'+ . . . . . . . . 21 UNE r� A la I I '� J�� --°` i 2 l 'S OF WORK 3 .. -`'`. j GRADIii_G t 3 d� i 00 i . / \ .- LIMITS \ I 1 ... -. / \ L°SA I 1 1 _ f i GRADING !N 0 a ' ;.► %� 2 \ M 2 ;,`,; \ 6:1 �� s LIMITS .��., -/� yam' Y \ � �.. 1� >� ,�� —� � - ' i'' Y / '� _ .._ °`' \ j j I� `, % • ; 1 ' OPE .- COUNTY OF SAN OtEGO I v." g. 0 3 I I �, - j .. `, 1 10 o f ' V�_► I s , 7.s" APN 2fi2- 073 -03 / /,, / .>�►P l.�ifi'S . . . = j \\ `,., x ,, t. , - �. 9 I _LL/ L / '/ N W ( z . . . . . . . . . . .OF WORK . . . . . . 1 20 cn 1 \ ;: :�� \ _ 2 AP PROPOSED I �.. ` ` I I �,� �\ ♦ � ' / / / / + �t . 2 . . . . . 25" �} \ I GRADES N j \� , ,. « / 3 1 9.24 C ►- �� I ' ._�. 1.9 '� \ / ' « ?� 12 I I M t` / ,�'/ pF. , fib / / s 01 f - �n I TYPICAL 1 . \ \ / \ ♦ � � �;� / / 90.7 POT] \ '•� -�,. « +�� Z� - •-�..._ I s 17.5 �/ 19 19.2 ECG c ( . . . .. . . . . . . . . . . . . . _ �`�! ,,' , I s s G // / t �./ .1 oll SWS / /- ^ / ` V / 1. PVC . . . . . . . . . . . . . . . . « 1 1 M 3 / �' ti 12 / / t Z 0 ' . . . . . . . . o s / C -7 ��_ t I rc9 ; \ 2. ! 12 / / / 5 I � ( � � ; ; . _.SLOPE '.""'.."...,.._...,. � ,..— .,._.�-- ,.....d•• •. _. � «�. � OF � / / \ , W 4 — _ lv / .5 � � �, WORK `• I 1: = -- = — - _ / / \ t9 8EG 4 '� _ -� 8 _ --� - 7.4 _ 4 END •� / �/ / 6 f {//� - e Q t V / / I � F G 20 %� m - - -- -- 19 -- EXIST 10» �9 - - -- -- - - - -- -- __ _ 19 y i � � j 1 f . . . . , j 19 / TOE ;00 — PVC SEW�t / — 3 TOE — — — — �- _ _ _ ` 19 / ' / \ I E`. . . . . . . . . . . Hj� , i2 4 ,— \\ ,� �.:— .�. , —\ 4 ...: _ �� / Ri BEG l / 19 9 21 / 1 9 # / « 1 / �\ r END / / ' 9 ! \ r .. 1 .ti_ 0 �O� 1 1 9 // : I E F r o . . . / . . . �� // I �•. -18 = -�; f4,/ 1 1 i '\BEG 21 1 �M t �� 2a �0 1a / 19 5 � l END 10 // i // 3 ENO 10`' / �s •e " \ _. ` tOi. \ _,e°r t� r , t 0 / CREEK / y / /� / / / 00 —YR INUNDATION SLOPE f M i8 g .� l /j �/� / R O C ft," ,�•°` 1 � , �•„ DAYLIGHT �y SWS uM / / / •� ./. '\ . I \ .�-'� i y°. LINE _ f f .��! I �' \ . . . . . . . . . . . . . . . / < < « ' // / rte " , +� / ` / / / \ r � \ �D 7 / — \ '� X18 GRADING F l \ N- G 1 �1 "F / , , `,--' , / WORK YIN Tr i ; ,'•r - . � II M « / , . e LJMITS \ \ M • 19 / M / //� / / , ! /• i� THIS AREA N SEE DSCAPE • � ` �\ —1 '' 10 SW // // PLANS N NO G NG ALLOWED ', f ' /. �•— ORK I ` `.._ . ---' GRADING r , / 1U �/ , e� • � 4 ESA ijmrrs < : ' I f F A l COUN 'bIEGO rt o s _, _ I z ♦ 9 a 1 APN 262-073-17 _ 14 �, .-� 9 S WS e I LI MI TS / r � 1 to 'r D — 1 « V _ - WORK I _. WO :J�v j M 7 9 r � 9 WORK � r / 1 � 6 f / IS I \ ` _ k - I 0 I,Y IN THIS AREA 10e :C: I I 1 / / SEE LANDSCAPE PLANS � `:�Ti4TtON �. r IN OWED � NO �RAD GALE 3 END i SEN VEGETAITON 4 r M�t'DiCATES � ... � ' \ S /` i r - • i . _ D f 1 4 `e I / � W 3 r AREA (TYPICAL) NO GRADING 10 � / 10 s , 1 o BE m lei ALLOWED WITHIN ESA �► PROVIDE 4:1 - � 10 M ; 10 \ � ,.... / _IRA_ NSITION SLOPE TO ESN LIMITS SWS \ 9 ' .L f } ' 1 � � '. \ \ _ •-.,. . _.. ,_._.._.... ". Fes. .. • B • • . l t � ! ' y " .,�: :::fit• • � � • \ => — AN I CO -OF E _ t - �' \APN 262 - 073-1 d :b• \ \ O LIMITS /. I ,. . _ 9 M U ff /� t:: WORK i t�• r VYO LRE,. :.: *. F WORK ,. •�•.•. -. � \ \ \ ING `dIMITS •\ .:: O 4 \ { I rl . • r ti 1 5 / ` S \0 2\0 10 —YID ,I UNOATION •' / / / \ 1.1 A �fTn , . \� F SCA�.E• 1 =40 / IS WORK l�F =/, / OF WORK ® �f T - O WO RK ' M1- I l CI TY OF ENCINITAS ENGINEERING DEPARTMENT . /01 �. 0RADING PLAN FOR: O WORK TO BE DONE O WORK TO BE DONE (CONT) ❑ EASEMENT INFORMAM0N WETLAND CREATION FOR MANCHESTER SITE 1 GRADED MOUNDS AND DEPRESSIONS PER 9 PROTECTIVE FENCING PER SPEC C -8 2 1 NEW 10' SEWER EASEMENT TO CITY OF 5 23' SEWER EASEMENT 02 -285 MUP /CDP 10 ORANGE SILT FENCE PER 2 C_g ENCINITAS — 1.0 MAX. CUT FROM (ESCONDIDO OUTFACE) APN9 262- 073 -03. —17. —25 ' 2 DIRT ACCESS ROUTE PER C _ 8 (DUPUCATE OF EROSION CONTROL PLAN — EXISTING GRADE PER DOCUMENTS RECORDED SHOWN FOR INFORMATION ONLY) AUGUST 2, 1961 AS FILE NO APPROVALS CITY DWG NO. / 00" 3 6 2 20' SOWD WATER EASEMENT PER DOC 1320761 OF O.R. ;APRIL 13, 3 12' AGGREGATE BASE ACCESS ROAD PER C _ 8 12 RIP RAP ENERGY DM* PATOR PER C _ RECORDED JUNE 12, 1950 IN BOOK RECOMMENDED APPRO 9 3655, PAGE 264 O.R. N CONTRACTOR TO 1972 AS FILE NO. ,^�/� / 4 4 POTHOLE AND ACCURATELY LOCATE UNE 1 97 91 FILE O.R. JUNE NE 6, 8 Y: . � - 1- M .G-- 8Y: 1579—G 10 AGGREGATE BASE ACCESS ROAD PER C -8 13 TRAIL FENCE PER — TOP OF SLOPE TO BE MINIMUM 10' IL 14 ABANDONED MONITORING WELL BENTONITE C -9 FROM SOUTH EDGE OF EASEMENT 1 974- 01 4931 0 O.R. 1 DATE: 513/ DATE: 4CI- 0[24 SHEET 5 OF 14 5 DOUBLE 18" STORM AT E —W EASEMENT PER C -7 WELL PLUG EXTENDS TO EXISTING GRADE — 6 EXISTING 7' SEWER EASEMENT REMOVE PLUG AS REQUIRED 3 15' SEWER ESMT PER DOC N0. 2002— PER OUVENHAIN — ESCONDIDO (s CLEAR BETWEEN PIPE) 0835797 RECD 9/27/02 REVISIONS APPROVED DATE REFERENCES DATE 6 18" STORM DRAIN AT N —S PER 2 19 REMOVE EXIST WERE FENCE AND POSTS JOINT SEWER PROJECT DWG C -7 SB- 1601 -09470 4 21 ACCESS ROAD TURNOUT PER 3 9 NEW 15' SEWER EASEMENT TO 0 STORM DRAIN REFERENCE TABLE PER C -7 C -10 CITY OF ENCINITAS N 1.0 MAX. CUT FROM EXISTING GRADE OFES DESIGN BY: APP,RO F o �. o SAN DIEGO COUNTY SPEC. N o. MKP DIRECTOR Of ENGINEERING I ATE WETLAND CREATION PLANS 55 1 Conway &Associates, Inc. _ DRAWN BY: s13 WATER AUTHORITY FOR GRADING PLAN DRAWING NO. Civil Engineers /Surveyors /General Engineering Contractor ABM412 � ��2 � T. NAG S� DI ECTO OF ENGINEERING ATE 4677 OVERLAND AVENUE 610 W. nM AVENUE SOUTH PORTION OF SITE C-4 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 #t -4/0� CHECKED BY / / San Diego CoUn MANCHESTER SITE SHEET NO . Telephone (760) 753 -1453 • FAX (760) 635 -0839 r'rf elv1� �# SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 No. DATE REVISIONS DWN CKD APPR of E M. PASKO PROJECT MANAGr DATE I Water AuthorHy 858- 522 -6600 760 -480 -1991 _Z OF .M_ Apr 26, 2004 - 18:36:06 \03 -007 EDAW \dwgs \03007- C3.dwg PLOT o 1 " =40' SDCWA NO. S - 8671 I i i I i .... -� ` ' { I I`"1. ' •. ! J f t i ., . .... ,. -••' r -s � CINITA� COUNTlRY S DAY CHOOtr.�, ! . a J r ,` � I `•�, �,,, �, , � y ,� ,,. 98 -039 �tulUP/bR DP ' CITY WG N0. 42 G • - I I - --- _ —""` : 1 ;f . __.._ _ 3616 1�1ANCHES R AVEN ( 3 # APN 262 073-24 I I f ; � . r r r r 000 661- } I PISTALL - MT - .FENCE ALONG ..- - �"� r r ''' ` � w I? E OF SLOPE `OF r ..... - rr r TO � I _--- rt ►J y � � 1 I: TEMPORARY CONSTRUCTION w.. r , + r - -_ r r r r se CROSSING FILL SLOPES a •- �m '� r � ii�iir�i� I ' I E ''`� l 1 ENDI j I . ./ / ov" 1 0 s._... '. _.1�' II /` r te' f _ f . .° - oo ` II III 000, . I l . N II ,• lop s 3 y IS �` 1 � ys \ ...._ �` I) // i�rr.• f f ' 1 II II w .✓j ist z ,r END \ , - _� r oo 0 20 40 CL / �" I i I/ ,, �► 1 III I o* / SCALE: 1"=40' DR .. .--.. — _ �c�i. ' Iwo GOUTY Of ,BAN D1EG0 ¢ -' _ -�� f ff ,,, --` APN 262= 073 -03 t . . ' . . . . . . f '� . . . . . . . . . . . . . . . . . . t f . � _ _ j'` � / I� Ifs ,,..• --'" .� / Jj 1* ........ I S AN DI _ r 31 `..... AP "r073� -25/. ........... - �� � .. �t I a�t lee //. . . . . . . . . . . TP 19 5 r - _�. � r � LISA � ' II 24 r r : -IS r II I - - - -,.f TEMP I lie ACCESS ROAD , 2 1 • ,f I I �I r" , \. . � ,.. - '-, '`fit /► ; I 5��_.._ - - -° �� � � 1 I —' ' —___ _____ - - To \ _ I Z G s0 ' 1 x Y I f �- "�` ADM I 1 �►3 f r : }' .. --, -,C 1 / �/ .�' Z7 113 GS 2 BEG ' \ ° ,. II II I ' , / \\ ♦\ R Z 26 ---�— , I I SSA � t ; � \ ..� � I f •' ` I I 1 M I SD N. / I i /'` \ / /. f l�. -IS. �� , I �.� .� \ ° y %\r ' /�\ `� 1 II MATCH E i. / r _ _.�. D 17 , 1 2 ._...� ago -- 40 — = — SD f Z �' I I SEE DWG C -6 SEE DW C -6 I �_; �,,�. ; Y I I do ' ,-i 1 21 ' Z :; I I I I _ ` '\ /i CITY OF NCINITAS ENGINEERING DEPARTM :I - l l J \ / / - -' I s Esa 1 .4 'tz I ti 1 °!� I n s GRADING PLAN FOR: WETLAND C R EAn O N FOR MANCHESTER SITE 0 WORK TO BE DONE 02 -285 MUP /CDP 2 APN9 262 - 073 -03, —17. —25 1 ORANGE SILT FENCE PER (SHOWN ON GRADING PLAN AS ITEM 10) C -9 APPROVALS CITY DWG N0. 2 �� BAGS PER 3 RECOMMENDED B Y.. BY: APPRO -9 1579-G RAAA 3 SrAeZED CONSTRUCTION ENTRANCE PER 4 UU c DATE: SL 3i o4- DATE: /g /eq SHEET 6 OF 14 rr REVISIONS APPROVED DATE REFERENCES DATE 4 FIBER ROLL PER C -9 i i pFE DESIGN BY: APP FO CTION, / SPEC. NO. SS# D S AN DIEGO COUN 55 / El K. " 'r� MKP DIRECTOR OF GINEERING WETLAND CREATION PLANS C o nway &Associates Inc. DRAWN BY: WATER AUTHORITY GRADING PLAN DRAWING NO. Civfl eery S /Gener'al Engineerin`�Contractor AD412412 N0 ` 4 T. NAGLE S 3 o FOR EROSION CONTROL C -5 / 3- 31 -200Y ASST. DIRECTOR OF AI EW NGINEERING TE 4677 OVERLAND AVENUE 610 W. FIFTH AVENUE MANCHESTER SITE NORTH PORTION OF SITE SHEET N0 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 mil' -�tb �\� CHECKED BY Sall Diego County SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 Telephone (760) 753 -1453 • FAX (760) 835 -0839 rf of At�F� M. PASKO s Water Authority 858- 522 -6600 760 -480 -1991 NO. DATE REVISIONS DWN CKD APPR PROJECT MANAGER DATE J _ OF -- Apr 13, 2004 - 10:41:50 \03 -007 EDAW \dwgs \03007- C3.dwg PLOT ® 1 " =40 SDCWA N0. $ -8672 I i i ' M o �'` " /• '�. / \ 1951954.27 p 1 �, / at • \a ,r,/ � ...,, ?.. 2.74 / (� ' ( t l i / 1 SD ,� 17.6 / � I ..... � � / � l , 2 ; - SEE DWG C-5 SEED t ^. }! r y ! • 1 \ _ - D 1 71 MATCH E �. �.. . �` _,� :.... ti� ; ? I I I� — ,� I� 000 •� f MATCH LINE i' w ♦ I / I I 100 20 f "• ,� is / . \ ♦ / .22 / 1 _ ^ \ 4 i � .,.� ...... ' ♦ \" # `� ' I 3 // - `/ COUNTY OF SAN DIEGO / ♦�/ I w _ J I / APN 262 - 073 -03 / / 0 or .0 t. . . . . . ¢ ,-- \D 3 J 1 ' / 13 1 ' I �I �, a - ' f 6 / ma fi '/ t �•JL J 1�1 •• • SARI • LJt , 1 -_ , R ` ; ! � SD / / e \ I 4 ♦ ♦ / 1 5. APN 262 +073 -• 25 ..... • � I I � � � 14� 1 AccESS RoAO . . . . . . . . . . . . . . 1 `` - 19 / ♦ \ °- I I 1 J / /'`� �' / / q / / 9.24 c � ' f f. . . . . . . . . . . . . . . . . . . . . . . . � ,� i - - _.. I �� I // I << . . . . . . . . . . . . . . . . / �� O ` I //� / / \ . . . . . .~ !": '� / \ ' / ♦ 4 \I t4 Z ��4 M 15 i � I l ! \ -L .G' ♦ ♦ M 3''J z / - / 2 00 . . . . . . "' 1 / \ 1 Ljo / / I I ' . . . . . . . . . ., �, _ 5 �D/ y \ w t9 — - - -��— - '18 — \ / f g S. - - ----- f' _ o 5 __. _ _ F V\ t l I e; . 2O 1.7 — r - '�• --'— -- �, I �' TOE TOE ' I 1 ,f f • . . . ( / `�? s�� f4J �` • ��2 1 \ D ♦ 19 J i ♦ \ I c i f END 1 !/ // �. t l 16A 11 . t i" `ft` . . . . . . . . . �. . . . 1 D e / ! / �. .- BEG / / car ;.` \ - / i'S ♦fi -� -� 1 s �- f .1. f . . . . . . _. . . . . . . . . . / I I ! , . `\ � ♦ 1 1 ,,/ ' \ M Is / SWS / I .� /-� 18 "' \. 1 f 1 1M S J ' �ia i M 19 J ♦M �J ," / / .`✓ / /.; � ' • . . . • . . . \ . . �. ` 1� �`�, .-e j►�,. `�� ti'4 '�\ 1 \ 1 / '� ENDS W / - ♦ '�,/ ; ` is .�" -1i�r � � 1 ! / l �t TY SA 'bIEGO W y� ,: ,. I f COUN OF T / �' r / / CS t / a l •s': r� APN 262 -073 17 .. �:-•:.'::::: �: �: � . e I / S S I / D 8 M j � r, lo i \ l 7 i I \ s t / • I 1 W 'd J 1 9• ` f ': 46 ` ;` • �• •+.y- � � /SWS /I/ � � / :�. ? \ APN 2�2 0�3- =1 1 i- f: �Q a. t i f /i I \ Vs .0 r \4$ I' f 3 . t / . . T i� i \0 2\0 1 / / : h " C \ CW is F ` { \ \ SCALE \ \ \ \ F S i / / // ) ' / ;� 2!TY OF ENCINITAS ENGINEERING DEPARTMENT f f � . A . GRADING PLAN FOR: WETLAND CREATION FOR MAN C H ESTER SITE 0 WORK TO BE DONE 02 -285 MUP /CDP 1 ORANGE SILT FENCE PER 2 APNs 262- 073 -03, — 17, — (SHOWN ON GRADING PLAN AS ITEM 10) -9 C APPROVALS CITY OWG N . 2 GRAVEL BAGS PER 3 RECOMMENDED APPROVE C -9 5 BY.. BY: 1579 —G 4 FIBER ROLL PER C -g DATE: s13/ a4 D �!�,T ATE : SHEET 7 OF 14 REVISIONS APPROVED DATE REFERENCES DATE pfESS/ 4 DESIGN BY: /� APP 0 F R rCON U ) SAN DIEGO COUNTY SPEC. N0. �>•E K• A �� WPB 1 ` ECTOR OF ENGINEERING / A WETLAND C R EATI 0 N P LAN S GRADING P LAN 551 _ o 0 DRAWN BY: WATER AUTHORITY DRAWING No. Conway & Associates, Inc. ft 4= = s FOR EROSION CONTROL Civil Engineers /Surveyors /General Engineerin` Contractor AR412412 E1�RES 3- X1_2007 n T. NAG ASST DIRECTO OF NGINEERING 4677 OVERLAND AVENUE 610 W. FIFTH AVENUE C — 6 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 «� ¢ � Pfu CHECKED BY / SAN DIEGO CA 92123 ESC SOUTH PORTION OF SITE CA 92025 MANCHESTER SITE SHEET NO. F Telephone (760) 753 -1453 FA% (760) 635 -0839 r'rF C ��` SoA D1sgo COU N0. DATE REVISIONS DWN CKD APPR o f F PROJECT MANAGE DATE DATE M. PASKO Watsr Authority 858- 522 -6600 7so -480 -1991 OF � - CIV Apr 13, 2004 - 10:41:50 \03 -007 EDAW\dwgs \03007- C3.dwg PLOT O 1 " =40 SDCWA NO. 5 -8673 i I i i 30 30 40 29 29 39 EAST SIDE _ 28 38 , SIDE _ .... � 27 MffiGJiTfON � OF MfTiGAT1E3I� AREA K 27 37 �'f7 26 v _ AREA NG WISH GRADE 5% MAX 1�IAX � 26 GRADE - 25 1 ING SEWER 25 35 - GRADE _ EASEMENT :.�.._ �. GRADE _. _.:_ .�..... ..... r___....,_ _.__ ___ _.Y._ _. , ,., . _... r ,, ,,•. m_ w. _ . _. __. . 24 .. 24 34 . 23 - __. _ _ ..._ _ ..._.._._�.: ,_____ --�_ _,�..� ..- .._._,_.._- - . ,_... �._...M_.__.- ._..__�v..,.. Ft ...__..,wz, _ .,�__.._..�,.._..,.,r_- _._... 23 33 22 32 F,NISH _ ..._ - Fl GRADE _ - 21 31 �1. - ARE A 20 __ _ - _ _ - 20 30 _ �. _ _. _. _. . __.__._ _ - --- : ---3rd -- v _,.- ..._._ �.... _.e _.w ......v �r... _, r.w. . , r _ 19 29 WSEL 29.4 Is 28 16 " 16 26 • •EA. 24 -STORM GRAIN � • -� 15 15 25 CULVERTS _CTEMPORARYI CREEK, FLOWLINE ,_- 0+00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 0 +00 1 +00 2+00 TEMPORARY STREAM CROSSING TYPICAL SECTION THROUGH GRADED AREA A EAST-WEST SECTION e SCALE: HORIZONTAL 1 " 40' 0 20 40 80 0 2 4 8 \ "4 �-3 SCALE: HORIZONTAL 1 " = 40' 0 20 40 80 0 2 4 8 C -3 VERTICAL 1 to = 4' VERTICAL 1 " = 4' SCALE: 1"=40' SCALE: 1 " =4' SCALE: 1 " =40' SCALE: 1"=4' ._..._.... _.__ _..__._.._.__ _ ..._,_.. _,._ v.__.. __ __.. �6'Accm ._.__..____. _ ,_._ ...._ _ . __ _.__ __._._. __,__._ _, _ __ __ .._. _.._._, __._ ..__.__ _ _..r__ _. 14� GRADED WIDTH � , _.. _ PROPOSED III' SEWER EASEMENT -_ _Y_ __w�._ _ ____w_...__ __.. _.. __ _,._____ -r._ 1 . 5 .. x .. _._. __ ____ 38 6' N _ M __ __.. ._.�.__ .�.. __ 38 W/ 10' A8 ACCESS ROAD 3:1 SIDE ROAD - SIMILAR TO CONSTRUCTION 22 _.,_ __.. , 4:1 _ _ 22 :,_ WITH 12' AGGREGATE BASE 37 a. 16 C ROSSING _ 37 SIDE SLOPES - - - - - - "- _SLOPES- _ . ,._._ DETAIL 1' DWG C -B 21 2 {TYPICAL) _ __ ACCESS ROAD 36 - 36 20 TYPICAL NORTH SIDE; 20 G 3D 35 E - .SLOPES _ON._ 35 SOUTH SIDE WEST SIDE EAST SIDE 7GRADE 29 TEMP CROSSING 19 - yy _ EXISTING 19 29 w ._.._ ___: - = _ _. -.,4_ _.._ 34 (TYPICAL) _ _ s 34 �7n FLO 18 28 . _ ... -... _.. -..- v � - _ .._... � 28 3 3 .....� .._ __....., ,.. _... � ... _ _ _ . __ ,._ ... _ _.__ __ _. � _ ..... _ ., .. _.. _.._ ... _ __ 33 17 27 % C j _:._PROJECT _END OF PIPE _ 27 32 wSO _. ..__ NO" SM 2 EA L =42' _ SLOPE (TYPICAL) g 1 MIN BEYOND TOE OF 26 _. , t 6 18" CULVERTS FINISH GRADE 31 -,R -, 25 30 30 15 , . _ - r 15 25 _ FLOW _ . _ - GRADE` TO rn- 14 __.. _ _............,.._- �..... _._ 14 24 . _. € FINISH GRADE 24 29 DFiIAIN / ; �� ..}.r 29 _ _ _..........._ 4 _.. _ � .. . �.. � 23 28 �.�� . 28 1 3 13 23 GRADE EXISTING GRADE _ s. _ .., .m... _ , r ... _ FTNISH GRADE t 2 a.__.- 12 22 22 27 27 6:1 SLOPE FINISH GRADE DRA N IN 40 40 11 _ _ _._ Z 11 21 EE TABLE BELOW _.._ , ,... __.. _ 21 26 � r . ,M:., .T.._,._... 5 CULVERTS �T. . . 30 30 10 _ I e- 10 20 v �_.. _. �__ __. - - 20 25 T5 25 20 i _,__.__.__.___ 20 ALSO SEE DETAIL 4. DWG C 1+00 2 +00 o f 1 +00 U ALSO SEE DETAIL 3. DWG C -8 �! 10 t �� �. v _ _w_ - 10 N C .) N C N 0 +00 0 +50 1+00 1+50 4 Z C3 r- � STORM DRAIN DETAIL AT TYPICAL STORM DRAIN DETAIL TEMPORARY STREAM CROSSING SECTION AT 6 :1 SLOPE C - SEMENT AT N -S SEWER EASEMENT t' NORTH -SOUTH DETAIL 3 E W SEWER EA 1 SCALE: HORIZONTAL 1" = 20' 0 10 20 40 C -3 SCALE: HORIZONTAL 1 " = 40' 0 20 40 80 C -4 SCALE: HORIZONTAL 1" = 40' 0 20 40 80 C -3,4 SCALE: HORIZONTAL 1 " = 40' 0 20 40 80 C -3 VERTICAL 1 " - 20' VERTICAL 1 4' VERTICAL 1 " = 4' 1 VERTICAL 1 " 4' SCALE: 1"=20' SCALE: 1"=40' SCALE: 1 " =40' SCALE: 1 " =40' 0 2 4 8 0 2 4 8 0 2 4 a SCALE: 1 " =4' SCALE: 1"=4* SCALE: 1 " =4' CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: FINISH GRADE '; oP - STORM DRAINS AT SEWER EASEMENT DATA TABLE W ETLAND CREATION FOR MANCH SITE 30 30 O INLET OUTLET DRA IN L INLET OUTLET L STORM p� PIPE Nam; 02 -285 MUP /CDP 25 25 NO. IE IE (FT) SLOPE NO. IE IE (FT) SL OPE 1) ALL PERMANENT STORM DRAIN PIPE SHALL APN9 26 073 - 03, -17. -25 20 - - - - 20 1 23.7 22.0 53 3.2% 5 19.4 18.4 44 2.3% BE RCP, 2000 D MINIMUM, 18 " 0 MINIMUM APPROVALS CITY DWG NO. 15 15 2) ALL PERMANENT STORM DRAIN PIPE JOINTS RECOMMENDED APPRO 10 t0 2 22.5 21.1 53 2.6% 6 18.6 17.8 45 1.8% SHALL BE WATER - TIGHT. 3) TEMPORARY STORM DRAIN MATERIAL IS AT �� 1. �: 1 0 +00 0 +50 1+00 1+50 3 21.4 20.2 50 2.4% 7 17.8 17.6 47 0. THE CONTRACTOR'S OPTION. �' 4 20.6 19.2 47 3.0% a 17.6 17.5 45 0.2 DATE: s /3/ o4 DATE: s; 1,Q A SHEET d OF 14 I REVISIONS APPROVED DATE REFERENCES DATE SECTION AT 4** 1 SLOPE o STORM DRAIN DATA TABLE 4 SCALE: HORIZONTAL 1" - 20' 0 10 20 40 C -4 C �,4 VERTICAL 1 " = 20' i SCALE: 1"=20' S/ DESIGN BY: pFES APP 0 C / SPEC. N0. , SAN DIEGO COUNTY L K. ,,� MKP ECTOR OF ENGINEERING DA WETLAND CREATION P LAN S 5 51 Conway & Associates, Inc. _ •�' DRAWN BY: WATER AUTHORITY FOR GRADING PLAN DRAWING N O. Civfl Engineers /Surveyors /General Engineering Contractor AB412412 Mw *102'1 E7�S3 - 31 - 2007 T. NAG ASST DIRECTOR O ENGINEERING DATE 4677 O�VERWdD AVENUE 610 W. FIFTH AVENUE S ITE SECTIONS, DETAILS C -7 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 �`s 4'Z!i' < CHECKED BY MANCHE S SHEET NO. Telephone (760) 753 -1453 • FAX (760) 635 -0839 f�lF Of / CAI��� M. PASKO �� .� / y S Waftr Autho X858 5 ' 2 6600 ESC760-480- 1999;025 _UL OF -2.L NO. DATE REVISIONS DWN CKD APPR PROJECT MANAGER DATE SDCWA NO. S -8674 I i I Apr 26, 2004 - 15:51:47 \03 -007 EDAW\dwgs \03007- C5.dwg PLOT O 1"=40' i COORDINATE CONTROL DAT �Irrs of GRADED MOUND N EQUIVALENT AREA OF �R14D�D I�fOUNDS GRADED D ONS — — V Q O M 10' —RAD CIRCLE GENERAL NOTES MR GRADED MOUNDS M0 GRADED DEPRESSf NORTHING TAG EAS TING TAG NORTHING FASTING ADJACENT GRADES: FINISHED GENTLE TRANSITION ONS: M 1 1,951,962.6 6,253,809.8 0 1 1,952,012.4 6,253,819.9 GRADES ALONG PERIMETER �� �� (4 —H:1 —V MAX) UP 1. ALL MOUND AND DEPRESSION GRADING SHALL BE CONDUCTED AS BALANCED AS SHOWN ON PLANS J O• FROM ADJACENT GRADES CUT AND FILL OPERATION. A TOTAL OF 20 GRADED MOUNDS AND 20 GRADED M 2 1,951,889.8 6,253,799.0 D 2 1,951,939.8 6,253,713.1 DEPRESSIONS WILL BE CONSTRUCTED. M 3 1,951,778.6 6,253,804.9 D 3 1,951,874.9 6,253,724.8 fi M 4 1,951,687.1 6,253,844.1 D 4 1,951,813.3 6,253,797.3 2. ALL GRADED MOUNDS AND GRADED SHALL BE II�tEG XM IN / iH POINT OF SHAPE AND WILL RANGE IN SIZE BETWEEN 200 TO 400 SQUARE FEET IN AREA M 5 1,951,622.0 6,253.869.8 0 S 1,951,775.7 6,253,722.1 � M GRADED MOUND AT 6 (EACH). ALL GRADED MOUNDS AND GRADED DEPRESSIONS WILL PROJECT SIX (6) M 6 1,951,581.2 6,253,837.5 D 6 1,951,668.3 6,253,737.3 TO 10 INCHES ABOVE TO TEN (10) INCHES ABOVE (MOUND) OR BELOW (DEPRESSION) THE ADJACENT M 7 1,951,545.8 6,253,756.7 D 7 1,951,632.2 6,253,712.4 ADJACENT GRADES PROJECT FINISHED GRADES (SEE PLANS). ALTHOUGH THE SIZES OF EACH MOUND M 8 1,951,507.2 6,253,880.4 0 8 1,951,547.1 6,253,689.2 OR DEPRESSION WILL VARY, MOUND AND DEPRESSION SETS OF SIMILAR SIZE WILL GRADED MOUND BE CREATED TO ACHIEVE A BALANCED EARTHWORK OUTCOME FOR THIS PHASE OF M 9 1,952,019.8 6,253,959.8 0 9 1,952,075.5 6,25 3 945 GENERALIZED PLAN VIEW THE WORK, I.E., THE CUT MATERIAL FROM A PARTICULAR GRADED DEPRESSION M 10 1,952,064.7 6,254,329.1 0 10 1,952,067.0 6,254,009.9 SHALL BE USED AS THE FILL MATERIAL TO CONSTRUCT A CORRESPONDING GRADED MOUND. M 11 1,952,017.8 6,254,257.9 0 11 1,952,094.4 6,254,319.5 � M 12 1,951,920.9 6,254,189.1 D 12 1,952,081.4 6,254,225.0 3. THE TOTAL EARTHWORK VOLUME OF THE GRADED M AM caAnEa LIMITS O GRADED DEPRESSIONS SHALL NOT EXCEED 12,000 SQUARE FEET IN TOTAL AREA. THE M 13 1,951,870.4 6,253,927.8 D 13 1,952,094.4 6,254,319.5 '� DEPRESSION N EQUIVALENT GRADING VOLUME ASSOCIATED WITH THIS WORK IS ESTIMATED AT 250 CUBIC YARD M 14 1,951,823.4 6,253,953.2 D 14 1,952,017.6 6,254,372.8 — _ \ Q� AREA OF 10 —RAD CIRCLE OF CUT AND 250 CUBIC YARDS OF FILL (MEASURED AS IN— PLACE, COMPACTED M 15 1,951,784.9 6,253,970.4 D 15 1,951,980.0 6,254,260.7 GENTLE TRANSITION CUBIC YARDS). M 16 1,951,825.9 6,254,134.0 D 16 1,951,958.0 6,254,017.8 ADJACENT GRADES: FINISHED (4 —H:1 —V MAX) M 17 1,951,685.9 6,254,001.1 D 17 1,951,934.3 6,253,939.0 GRADES ALONG PERIMETER J gyp. DOWN FROM AS SHOWN ON PLANS ADJACENT GRADES M 18 1,951,648.7 6,254,003.1 D 18 1,951,749.7 6,254,132.2 M 19 1,951,621.3 6,254,058.4 D 19 1,951,688.9 6,254,091.1 M 20 1,951,621.7 6,254,136.1 0 20 1,951,681.1 6,254,210.2 �� D / LOW POINT OF GRADED i DEPRESSION AT 6 TO 10 � INCHES BELOW ADJACENT GRADES GRADED DEPRESSION GENERAUZED PLAN VIEW GRADED MOUNDS & GRADED DEPRESSIONS SCALE: HORIZONTAL 1" = 10' 0 5 10 20 L -11 ..2 2 C — SCALE: 1 " =10' 15' 16' DIRT EAS E ENT 14' GRADED ACCESS ROUTE 12' WIDTH 3:1 SIDE SLOPE AGGREGATE 4 : 1 10' V TO TOP 8' WHERE REQUIRED BASE SIDE SLOPE - �. OF BANK SEE PLAN '1 3 SIDE SLOPE BASE PROPOSED FINISH GRADE v MATCH 6 6' WHERE REQUIRED � 5' 4a 6:1 SLOPE TO GRADED AREA EXISTING GRADE a SEE PLAN RADE 2' 5' � SIDE SLOPE EXISTING GRADE SLO PE 2x EXISTING GRADE 1 —6 1 — 6 E(�N G FT�SH — — — — — � — — — — — --� FINISH GRADE GRADED AREA — I I =1 11 =11 I = = I — r — — — — — — GRADE — — - - - -- - r--- -r r r r +- � CUT CUT CUT GENERALLY EXISTING GRADE PROPOSED FINISH GRADE — — SLOPES AWAY FROM DIRT _ • (TEMPORARY ACCESS ROUTE � — ACCESS ROUTE �' A REINFORCEMENT N �ABRI�C OWN GEO�REINF�OR _ CEMENT FABRIC ON � SLOPE AWAY FROM GRADED AREA NATIVE MATERIAL SCARIFIED 12" AND NATIVE MATERIAL SCARIFIED 12" AND COMPACTED TO 90% RELATIVE COMPACTION COMPACTED TO 90% RELATIVE COMPACTK)N` TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL 10' AGGREGATE BASE ACCESS ROAD 4 "N TEMP 0 RA RY ACCESS R 0 UTE 2 12 AGGREGATE BASE ACCESS ROAD 3 SCALE: HORIZONTAL 1 " 10' 0 5 10 20 C -3,4, SCALE: HORIZONTAL 1 " = 10' 0 5 10 20 C -3,4, SCALE: HORIZONTAL 1 " 10' 0 5 10 20 \ �.i 4,7, VERTICAL 1 " = 10' VERTICAL 1 " - 10' VERTICAL 1" 10' 0 S CALE: 1 " =10' SCALE: 1 " =10' SCALE: 1 " =10' CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: WETLAND CREATION FOR MANCHESTER SITE 02 -285 MUP /CDP APN9 262- 073 -03. —17. —25 APPROVALS CITY DWG NO. RECOMMENDED APPRO BY. BY: y: 1,579 -G S/3/ o� DATE: OATS: �''� SHEET 9 OF 14 i REVISIONS APPROVED DATE REFERENCES DATE i S/ N� DESIGN BY: APP FO NS CTIOI� SPEC. NO. f , ► E K A MKP pf ES SAN DIEGO COUNTY 551 y .-� D ECTOR OF ENGINEERING AT WATER AUTHORITY WETLAND CREATION PLANS � Conwa & Associates, Inc. _ DRAWN BY 3 ! GRADING PLAN DRAWING NO Civil Engineers /Surveym/General Engineering Contractor AB412412 � Ma 4,022 �, T. NAG pIRECTOR ENG NEERING DA 4677 ovERLAND AVENUE 610 W. FIFTH AVENUE FOR DETAILS C-8 � X31 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 *ter �- ZL '� `� CHECKED BY SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 MANCHESTER SITE SHEET NO. Telephone (760) 753 -1453 • FA% (760) 635 -0839 �t C�v►� �`� j t SoA D1ego COUttly N0. DATE REVISIONS DWN CKD APPR vF 5.0 M. PASKO PROJECT MANAGER S Water Authority 858- 522 —x800 7so -480 -19x1 11. OF _.21- SDCWA NO. S -8675 Apr 26, 2004 - 15:51:47 \03 -007 EDAW\dwgs \03007- C5.dwg PLOT O 1 " =40' RAIL ENDS SHALL BE DOWELED POST SHALL BE 6" MIN. DIAMETER TO 2 1/2 DIA. N BUTT RAIL LODGE POLE PINE IN GOOD CONDITION ENDS O CENTER OF POST 2x2 STAKES p 8' 1 (4) 16d HOT — DIPPED OC W/ 9" TO 12" I ORANGE SILT FENCE GALVANIZED NAILS PER EASED EMBEDMENT I MATERIAL SECURED r DtA. POST CONNECTION EDGES TO STAKE � 8'-0" O.C. MAX. CONTINUOUS GRAVEL I LOWER W BAG ROW O BASE 36" COURSE � JL OF FENCE ` DIRECTION COURSE Q e RAILS SHALL BE A MIN. 3 EXISTING GCE OF FLOW 'f cS 1/2" DIA. LODGE POLE O PINE IN GOOD CONDITION n �� �--% 2 1/2" DIA. DRILL HOLE (n �_ W I BURY r SECTION OF = FINISH GRADE • SILT FENCE MATERIAL * EXIS I ING GRADED SHOULDER U EXISTING e0 LBS. CEMENT o w/ 12" STAKE IMBED � RESTORE TO PRE- Z AC PAVING CONSTRUCTION CONDITION c Q c � COLLAR PER POST I �,�,. ,a ,R� s SILT FENCE 2 GRAVEL BAG CHECK DAM 3 '•'` ! . .'` it -" ``' ",.. t * � 1 r '`,ate NO SCALE C -5�6 NO SCALE C -5,6 � DRAIN ROCK: 1 /2 N EXtSTrNG PCC .__/ l _ J CRUSHED ROCK , CURB do GUTTER �-- — NOTE: ALL SURFACES OF POLES AND POSTS SHALL BE TREATED W/ COPPER NAPTHANATE • PLACE CONCRETE AT END TYPICAL SECTION rw LOOKING SOUTH WO OD PRESERVATIVE TYPICAL P R 0 n LE POSTS AND AT EVERY THIRD POST N BACKFILL POSTS w/ 1 /2 - GRAVEL TAMPED IN PLACE WHERE CONCRETE IS y NOTE: ROLL I NOT USED ~ INSTALL FBER PIPE ALONG A LEVEL CONTOUR. PE PLAN I Z I TRAIL FENCE NO SCALE C -3,4 •v w r f r~ U W t •vim I o f 16' - THICK FAC'nMG CLASS L -1,2 ------ r ~ I I y �, .v �• — . ROCK OVER 6" —THICK CRUSHED ~ ~~ .O ROCK OVER FILTER FABRIC ~ y FTER RO . G VERTICAL SPACI SD PIPE VARIES PER PLAN XY SEE PLAN � = ~~ L 10' A 1 -1/2" FILTER ~�r��~ •�• ���•v "•� 0 0 0 0 0 1�� FABRIC G� Z 0 0 0 CRUSHED ROCK 0 0 3Q 0 o 0 ~ �,~ �, �� y �, �, �, 1 T 1 r 0 0000000 0 0 \ 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 0 o O o 0 0 0 0 Q O o 0 o o 0 0 0 0 0 0 o O o - 0 0 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MTALL A FIBER ROLL NEAR • °° 0 o ° O 0 O °° °°° ° ° o ° O ° o 0 °° • 40 0 0 0 0 0 0 0 0 34 15 THK MIN 0 0 0 0 0 Eel 0 SLOPE WHERE IT TRANSITIONS _ o d o 0 0 0 0 0 0 0 0 0 0 0 SECTION A -A INTO A STEEPER SLOPE /` - -' W t Y o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 o�0000 0 0 0 0 0 0 0 _ o o o o 000000 ° o ° o ° o ° o ° o ° o ° o ° � 0 0 0 0 0 0 0 0 0 0 0 0 c � 0 0 0 0 0°°° ° ° ° ° ° ° TYPICAL F IBER ROLL INSTALLATION — NOT TO SCALE PLAN VIEW z 0 °0° 0 O SE CTIO N 3 • 20 �• A SLOPE 8� MILL SINGLE t 8� SD: N 4�-6� L 10�-0� a MIN VARIES r � DO UBLE 18 SD: w 7'-0* L 10"-0* DOUBLE 24" SD: w = 9'-0" L = 10'-0" 4` MAX. „ ';� RIP RAP ENERGY DISSIPATOR 6 STABILIZED CONSTRUCTION ENTRANCE 4 NO SCALE c - 3,4 NO SCALE C -5 12" MIN 3/4" x 1-1 MIN WOOD STAKES MAX 4 " -0" O.C. SPACING ENTRENCHMENT DETAIL -- NOT TO SCALE CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: WETLAND CREATION FOR MANCHE SITE FIBER ROLL DETAIL 02 -285 MUP /CDP NO SCALE c- APN9 262 073 -03. —17. —25 APPROVALS CITY DWG NO. RECOMMENDED APPRO ErY; AA BY: 1579 —G DATE: S/3 0 4 DATE: AZ &T4 SHEET 10 OF 14 REVISIONS APPROVED DATE REFERENCES DATE �pfESSJ DESIGN BY: APP 0 C TIO SAN DIEGO COUNTY SPEC. No. p� . �`EE K. '° � MKP ECTO OF ENGINEERING DAT WETLAND CREATION PLANS 55 � Conway & AssOCiates, Inc. _ �� ° = D RAWN BY: , � WATER AUTHORITY GRADING PLAN DRAWING N o. Civil Engineers /Surveyors /General Engineering Contractor AR412412 3-31 T. NAG ST. DIRECTOR OF GINEERING D FOR 4677 O'VERUWD AVENUE 610 W. FIFTH AVENUE DETAILS C 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 y -u CHECKED BY SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 MANCHESTER SITE SHEET No . Telephone (760) 753 -1453 • FAX (760) 635 -0839 �t CIV ►� �4' Son Diego Cour►ty N0. DATE REVISIONS DWN CKD APPR of C tXi M. PASKO PROJECT MANAGER DATE Water Authority 858 - 522 - 8600 760 - 480 - 1991 -12_ OF _23 SDCWA No. S -8676 Apr 26, 2004 — 15:51:47 \03 -007 EDAW\dwgs \03007— C5.dwg PLOT O 1"=40' SAIRCUT AND REMOVE EXISTING AC PAVING 12" —WIDE x 1 -1 /2" —DEEP 5 PAVEMENT REINFORCEMENT MEMBRANE HEADER CUT (PETROMAT, GLASSGRID OR EQUAL) — (TYPICAL) TYPICAL ALONG AC SAWCUT LINE CENTERLINE OF ACCESS ROAD: CENTERLINE OF ACCESS ROAD: FINAL 1 -1 /2" TANGENT BETWEEN PT 152 & TANGENT BETWEEN PT 151 & LIFT OF AC SLURRY SEAL PT 153 N SEE HORIZONTAL PT 152 N SEE HORIZONTAL AC PATCH E S 6" MIN �-� SLOPE G OVER PATCH CONTROL PLAN, DWG C -12 CONTROL PLAN. DWG C -12 TTOP CAD O F . PAVEMENT THICKNESS TOP OF � }..�.— EDGE OF ACCESS IX PA�VEMENT �_ �� — — �� + 1" (4" THK MIN) I _ EDGE (TYPICAL) E S 10" PVC NO BASE MATERIAL, ( _ _ _ _ _ -� SEWER LINE EXiSTfNG SEWER ROAD (TYPICAL) FULL WIDTH OF DBL — — — MAN 8' MADE X 20' LANG X 1 TRENCH PLATE EXISTING _ — SS mW — SS -m THICK STEEL TRENCH PLATE rw t2 " —THK AGGREGATE PAVING ': < % BASE COMPACTED O SECTION f .: l 101r MAX :, . ` .. 10" CL - BASE 2 PLATES SIDE BY SIDE 9076 RC MIN AT 95% RC _ EXIST TRANSITION — : -' �. ',_ '�; �. f ; ; •° ' �: 153 11 T51 GRADE (TYP \ \� \\ 15' ----, S 10, •. .. S NOTES 14 • .• ` EXIST . BELOW \i \i iii ii \ - — GRADE \ \ \ � \ \ \� \� \ �\ \ � \ \i ; 1 •....0 `' , i _y, _ _ �—� . -�� . •!r+- 4+� 1 f[GI�Vf 1 Oi"1Vt�r ILL .. UPPER 12" i0F TRENCH 5' ACT 12" ` 1-- --'• =� -.r ' { ` " PER SPEC BACKFILL O 1 95R RC TOP OF GRADED � � ��� ��r �:�.� —..� � .:.. .. . � � � � � \ � . SCARIFY & CENTER ED 8*—THK COMPACTED 1 MAGNETIC WARNING TAPE TOP OF try SLOPE NATIVE MATERIAL O 90X RC ON PIPE AGGREGATE BASE r 12" ABO* UTILITY LINE N GRADED . � 2' � ACCESS ROAD SCARIFY RECOMPACT 12" 1 1 /2 DEEP`0 2" —WIDE HEADER ^ CUT EXISTING AC PAVING OUTSIDE AC SAWCUT LINE. SLOPE 2 DETAIL 4. SURFACE PER DWG C - 8 2) SAWCUT AC ALONG I 1 NATIVE MATERIAL O 9OX RC PERIMETER OF PAVEMENT REMOVAL AREA. T EXIST SAN DIEGUTTO 3) TRENCH AND BACKFlLL. PREP SUBGRADE AND BASE. so WATER DISTRICT STEEL 4) APPLY ASPHALTIC TACK COAT TO EDGE OF SAWCUT AC AND SURFACES HEADER CUT. 12' 12' WATER LINE 5) PLACE FIRST AC LIFT OF NEW AC PVMT TO BOTTOM OF HEADER CUT. CENTERED 6) LAP SAWCUT LINE w/ 24" —WIDE PAVEMENT REINFORCEMENT MEMBRANE OVER AC TACK COAT. ON SSMH 7) FINAL 1-1/2 LIFT OF AC TO BRIDGE SAWCUT LINE. PROTECT EXISTING 30" STEEL WATERLINE AC STREET PATCH 2 ACCESS ROAD TURNOUT 3 NO SCALE C -3 NO SCALE C -3 NO SCALE C-4 CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: WETLAND CREATION FOR MANCHESTER SITE 02 -285 MUP /CDP APN9 262- 073 -03, -17, -25 APPROVALS CITY DWG NO. RECOMMENDED APPRO By 114 • A4,apl,-- Br: 1579—G DATE: DATE: i���4 SHEET 11 OF 14 REVISIONS APPROVED DATE REFERENCES DATE do OFESS� DESIGN BY: APP 0 CC ON SAN DIEGO COUNTY SPEC. N0. a 551 4K. '� MKP D ECT OF EN INEERING I WETLAND CREATION PLANS Conway & Associates, Inc. y Yt DRAWN W ATER AUTHORITY GRADING PLAN FOR DRAWING NO. Civil Engineers /Surveyors /General Rngineering Contractor AB412412 410V T. NAGLE C - 1 t�s 3- � ASST. DIRECTOR 0 NGiNEERING DATE 4677 OVERLAND AVENUE 610 W. FIFTH AVENUE DETAILS 2525 Pio Pico Drive • Suite 102 * Carlsbad, CA 92008 +r C� 6 �`� CHECKED BY Son Diego COU*ity SAN DIEGO. CA 92123 ESCONDIDO, CA 92025 MANCHESTER SITE SHEET NO. Telephone (760) 753 -1453 FAX (760) 635 -0839 F OF C�oi M. PASKO �� / Wafer Authorlfy 858- 522 -6800 760 480 -1991 N0. DATE REVISIONS DWN CKD APPR PROJECT MANAGER DATE _ OF SDCWA N0. S -867 7 ENCINITAS COUNTRY DAY SCHOOL N STAGING AREA • 1 I j t 98 -039 MUP/DR /CDP No NORTHING EASTM i f CITY DWG NO. 6442 -G 1 1952385. 6253497. n I f I I 3616 MANCHESTER AVENUE a 1952384. 6253597-76 I I APN 262 - 073-24 3 1952383.71 6253697, 76 W I 4 1952382.76 6253783.27 I 6 1952324.06 6253780.10 I 1 7 1952307, 96 6253775. 32 I I � i 8 1952292. 16 625 3735. 73 o I 1 0 4O i' 10 1952287. 40 6253667. 84 Zo I 1 .� 11 1952247, 60 6253622. 9! 60 1 1 3 4 5 9 6 12 1952257.59 6253602- I J SCALE: 1 i 13 1952239.42 6253570.71 14 1952156. 91 6253579. 79 jl� 20 os ( I I i 15 1952123. 75 6253616. 78 � n� . s _4_� + aC 1 19 I I , L - ="�-- - =� - -s. - =' �,_ -� - -°� -.- � .r - - - L I I I �' 17 1952064. 11 6253600. 44 t yF i � I = ... `�.._- = `•, -. -- I 5 4 , 5 os I 5 81 os 7 . I I I I 18 1952021. 91 6253597. 23 1 r M.e l , i i 6 1 ' ' 62 i ' i ' 19 1952022. 33 6253591. 23 1 I 1 5 I , / ,1 .00 .01 20 1952022. 49 6253495. 45 .01, ".'. 000.01 21 1952105. 64 6253495. 15 22 1952185, 93 6253494, 30 _ - �' 23 1952239.53 6253497.71 w STAGING AREA / 24 1952280.04 6253505.39 6/ r ` 21 _ _ _ _ _ 1 5 8 PC I .0-10 25 1952336. 18 6253499. 43 X 1j I 1 � 5' os . -- - 55X 1 IDS 7 ST CI ANG AREA �e2 I � � 0 r IJ. + z 12 0 2D os 6 $ �t TRP NG NO NORTHING FASTI _ ESA I . -- ------ - - ,pC'� f I I \ 1 .__ ..- ( Y •' 1 .01P �� (, 26 1952136. 73 6253694. W 43 +70 � ��, / \ \ \ / \ + . ( 1 �' ' 27 1952139. 26 6253789. 80 CL `` �. / `� \ 1 .- � . �/ 1 1 �'//� . / 28 1952146. 33 6253810. 41 DRNE 1 . . . . . . . + -- - - - - -- i i ( v - / / ` \ , \ ` / ,r V 6 R 6 �, s ,� .0w / 29 1952110. 35 6253816, 79 /� 1 _ - R F SAN DIEGO 30 1952089.92 6253824, 84 / - - i `` P � .0w ^ h/ COUNTY 31 1952028. 93 6253731. 49 I .. . .. � � / APN 262 - 073 -03 32 1952003.77 6253747 I / 6 9 / 33 t951995.01 6253734, 57 -. / 34 1952039.06 6253706. 13 / 1 / . . . . . . . . . . " - . ' . . . / / 35 1952081-26 6253704, 17 J . . . . . . . . . . . . / I I ,. 1 . . . . . . . . . . . JP �' / I �THEASre�Y ACCESS tA� 1 . . . . . . . . . 10 6 aa g I EASTI f� I . ! 1 ,� / / / 1 0 5 �. Pc /7 0 NG NG W � I . . . . . . �� J F � AN DEG No NORTHI COUNTY O j . . . . . . . ( AP /262T 073- 25/ . . . . . . . . . .'� / / / / /'' / �� .: 28 7 1 51 1952309. 03 6253853. 10 1 � ( H / f fi f ;- / / ' / `� 52 1952324. 03 6253855. 10 ( / / / p i 2/ 2 / 3 54 1952355. 03 6253855. 11 , / I. J �.� ` / � 26 53 1952339, 99 6253855. 11 I� II I . . . . . . `_ -- _ ` j / 4 �� / 2 g 25 7 4 56 55 1952309.04 6253944.62 1952324.05 6253944.62 11 1 �C I f CTO E� <'� /' < 7: 24 - 57 1952340.00 6253944.63 ST AGING AREA ! / 6 -- \ I S / / < 21 I ' TOE _ 24 sa 1952355.OS 6253944.63 .- II f I� ` _ :``• ` 1 2 (_ ?-'� ? 60 1952379. 84 6254098. 12 ,. 25 � I ( �. _ - 3 59 1952380.00 6254083, 12 I I - 61 1952339.96 6254082.53 /// / I I.... -'-- ------- - - - - -- - - -- ?� 62 1952339.95 6254097.53 103 TO I I II ' Y� "�•� • � � / � /� I � 'I'L E � �! � 5 63 1952248. 98 6254005. 70 R' 1 C O % I I 1 2 2 ?p 64 1952323. 98 6254005. 73 N ~' % / Z T 20 OS 65 1972302. 12 6254058. 63 I . STAGING AREA j �\ 66 1952248 98 62 s 4 oao. 70 1 ?. I 20 os�_ - . ,., .I I 67 1952279, 03 6254196.95 (I 1 I ( 68 1952279.03 62540%.95 / 69 1952223. 02 625411 1000, 4. 10 / W I I I �L 70 1952184, 45 6254164, 45 < 71 19-52167.49 6254229. 04 < % �$ i I 72 1952156.39 6254312.80 `a 27 I I I , 73 1952151.86 6254370.58 is F34 All / / / 12 I 1 24 \� 74 1952141. 43 6254373. 79 .... J � 1 j 1 y+ / < s --- 20' OS . :- T 20 OS 75 1952094. 81 6254413. 96 / 2 C9 CTO E5A I 76 1952050.19 6254447.43 STAGING AREA° ' �`` I / / 8 / 25 0 77 1952000. 55 6254450, 42 o / 'L 78 1951%7.56 6254406, 82 I / . _ R / i / 00 79 1951939. 73 6254365. 75 / // 4 4 8 ; I 1 �. 8 2 PC \ . , . / 0-0 3� - 1 2 I T t of Y ACCESS R13AII If �� I ,. 1 ' 3/ / / / / / / 2 20 OS I I I NO NORTHING EASTING PC 90 195201& 11 6253639. P3 / 22 1 / IS I 91 1952013.01 6253597. 54 A $6 // 1 92 1952011.06 6253581.66 l / 8 `t/ e i J 63 1951981. 74 6253618-23 i / I ' ' ,�� I 940.02 6253674.69 1 / �/ �/ I 4A 20 OSX I I 20 OS << MATCHL E 95 195186 1951954. 44 6253681, 6e ATC H LI I I / / r 8 5, I # �� ' I SEE DWG C- 12 87 1951 %7.99 X53692. EE DW , 12 �- /j- r �� ,�� ! �' ' r CITY OF ENCINITAS ENGINEERING DEPARTMENT I ;� I t � ! � � I I • TOP OF SLOPE 20' STORM DRAIN OFFSETS GRADING PLAN FOR: NO NORTHING EASTING NO NORTHING EASTING W ETLAND CREATION FOR MANCH E SITE 101 1952033.85 6253793.94 119 1952372.89 6253906.46 02 -285 MUP /CDP 102 1952077, 46 6253860-59 120 1952286. 16 6253899. 54 APN3 262 - 073 -03, -17. - 103 1952103.42 6253921.35 121 1952088.02 6254043.30 104 1952150. 17 6253987, 75 122 1952087. 43 6254134. 20 105 1952185.43 6254060.53 123 1952037. 17 6254042 APPROVALS CITY DWG NO. 106 1952191, 07 6254080. 37 124 1952036. 59 6254133. 58 107 1952191. 70 6254095. 38 125 1951987. 05 6254041, 82 RECOMMENDED APPRO 126 1951986.46 6254129.83 127 1951937, 60 6254042. 66 ' ��� 128 1951937.02 6254126.92 8Y� THE 20' STORM DRAIN PIPE OFFSET POINIS DATE: 5/ 3 I D 4 DATE: T Q4 ARE FOR LINE ONLY AND ARE BASED ON SHEET 12 OF 14 THEORETICAL TOE OF SLOPE LOCATIONS. SET ENDS OF STORM DRAIN CULVERTS AT 1' REVISIONS APPROVED DATE REFERENCES DATE BEYOND TOE OF SLOPE LINE TYPICAL FIELD DETERMINE TOE OF SLOPE LOCATIONS. SPEC. NO. pfESS /p4, DESIGN BY: APP 0 F UCTION 1. K A �� MKP ,a�°,. SAN DIEGO COUNTY CREA TION PLANS N 551 ECTOR OF ENGINEERING D E WATER AUTH O R ITY WTI --�`N D C R EA GRADING P LA • I � w �� BY: � DRAWING N0. Conway & Associates, Inc. _ NL 410n f FOR HORIZONTAL CONTROL C - 1 Civil Engineers /Surveyors /General Engineering Contractor AR412412 �3t_ T. NAG ASST DIRECT R 0 NGINEERING NORTH PORTION OF SITE SHEET N0. 4677 OVERLAND AVENUE 610 W. FIFTH AVENUE MANCHESTER SITE 2525 Pio Pico Drive • Suite 102 • Carlsbad, CA 92008 'F / �� CHECKED BY / Svn 01sgo COU* SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 Telephone (760) 753 -1453 * FAX (760) 635 -0839 �rf �d�? M, pASKO " Water Authority 858- 522-6600 760 -480 -1991 1 1 -4_ OF -21- NO. DATE REVISIONS DWN CKD APPR P ROJECT ~ ER DATE SDCWA N0. S -8678 Apr 26, 2004 - 18:03:32 \03 -007 EDAW \dwgs \03007- C3.dwg PLOT O 1"=40' I j SEE DWG C -11 SO UTFIEAST AccESS 0" E_ Dpi 11 � / - i I �� .. / s f , / 1 '�` . y 1 I I I ,�` NO NORTHING EAS II ✓' . .. . TING .40 MA T - ... �`�f /•��� '�o y I I ,� MATC H LI N E 161 1951907. 50 6254324, .� Al 171 I I 162 1951857.97 6254278. /. � / , , • . . , - • - 1 1 21 i I , 163 1951829. 67 6254229. 85 W • - / I ( I , 1 61 164 1951786. 39 6254213. 65 ' . . . . 20' 12 20' 130 165 1951763. 01 6254241. 72 / / IS OS I ,'' 166 1951699. 14 6254294. 67 .00 . - . I I . �::.:. �,. 167 1951669. 40 6254287. 50 \\ # I I COUNTY OF SAN DIEGO l am'' .. . . . ... . .... . . . ... . \ * I i APN 2fi2 -073 03 TOP OF SLOPE ............ 17 2 20 ,g I 16 2 No MR I IM rAS I ING ... � I � 131 °� -� I 132 �/ I .COUNTY OF sAN DIEGO � I 20' OS Y. ,� I I I = . r 20' OS / 171 1951917. 03 62'53667, +� 172 1951857.39 6253661.48 19.24 EC 1 6 3 �' I I� APN 2fi2 + - - � i � I I 173 1951828.41 6253670.56 3 � '� 7 3 I '�' // '''T �' 174 1951808. 40 6253695. 87 175 195177.67 6253672. 24 I 19.24 ECI I I r . . . . . . . . . . . I .� i ( I f `r /// 176 195174 27 6253677. 85 I /% .' / / � , I . .. .................... . 17 4, I 19 # O +r1 � 1 3 3 I I 177 1951684, 05 6253669. 00 - � � � I /�1 178 1951642.01 6253638.89 i ,, O 18 ( 13 4 T SWS / % 179 1951620. 57 6253646. 94 I I O 2 20 OSs f: < .. 20' OS / '� 1951610.70 6253678.83 I I I �\ ! 1 6 4 ! �/ / / /' 18 1951610. 55 6253698. 47 / / / 182 1951575.07 6253693.06 .17 v O I I \ .� , .4e / / / / 183 1951572. 35 6253676. 73 137 N, 1 65 // / 184 1951576. 88 6253648. I .I I I 20' OS % / / / 185 1951551. 97 6253638. 07 I 13 13 186 1951518.06 6253665.84 I I tea' cis / / / 187 1951483. 45 6253706. 91 I -- ----15 -- - •� _ _20' - - _ _ r - - --- rr -:--� $ f; f , s-LZ r _ - ..- .� .- - - - - - - - Z - - - _ - - - - - - -. - - - - - � •r � __ AR 1 - ESA AREA .. ` - . ". - . • . • • �.. NO NORTHING FASTING x 153 a ------ - - - - -- 2019 - _ - - - - - -- - -- - - - -- / /a� 201 1951671. 58 6253816. 47 19 j % I i� TOE - -- - - - -,9 -- ��/ 271 1r- 15�j „ - -- TOE - 1 � - - - - -` , /,`' ,/ 202 1951641. 50 6253796. 14 W i / f / - - 201 152 138 16,�,/ 204 �95�5�5. 6253712 x I . . . . . . . . . . . . . . 1 , �-- 18 �\ 20' OS , / , / 205 1951534. 31 6253835. 49 I n� �/ �Q * C ' k 233 207 1951500. 19 6253 01 1 , / \ �q_ 208 1951460.23 6253779. 80 . . . / .;' C%Ni / . ,,�. .00 / 209 1951437. X53777. 13 •` ' , / W / '�� 1 / / 210 1951426. 37 6253810. 10 1 . . . . . . . . . . . . . . . . . . . / , I C m 'F / 4 # � SWS y ,/,f 211 1951471.05 6253817. 11 ' = , f / /�( / SWS► 213 1951441. 82 6253906. 2 212 1951484. 64 6253880. 84 I i 178 i L Y t f ,S 1 8 0 - - - - - f , /� 4 _ - 4 \ 214 1951423.56 6253948.24 t► ESA Is 1 8 � _' 181 �� 202 * O t , � / �' , : i \ 216 1951462.98 6254021, 56 9� �� �` -,/ f / / /: - 217 1951492. 71 6253998. 19 / / T \� !�' I� sWSf/ / :::::: 236 218 1951474. 40 6253955. 52 +-� y � \� �`� ' / \ 219 1951503 15 62 53932. 04 V � 'E �t / n 1:..:: / / I 0 1, * / 2 9 % �! /:: ::: ; . 220 1951567. 62 6253922. 11 237 221 1951525. 89 6253934. 34 183 2 239 222 1951500.51 62539 8 5 4 _ �\\ : ` ... '+` �1 �, /, �'- ..r 223 1951521. 15 6254096. 50 / . COUNTY OF SW - t[Ed� � _ � I � � � t � : � ,�� � � :: :. 224 1951552.21 6254095 QQ . / \ \ / . I 8 2 1 •; ° " ; / 2 2 U ,� , 225 1951555. 32 6254067, 07 / I APN 2fi2- 073 -17 \�� SWS i� , .. 23$ 226 1951573.06 62s4o62. 19 N. I .. 203 • .. - \ \ 227 1951582. 86 6254094, 40 �i ,� 2 2 5 : ::: :: j I � � � � : / / .... .... . .. : . .. 228 1951571. 41 6254135. 90 185 = _ 205 �,- * 224 r ::. : .�, , ,a _::,,, �. \ 229 19515 60 4 9 625 t:� I : i► 230 195155. 6 625143.29 - I S . ( \ �` i W I f , I t f 221 ; : ; ,i / / S' 242 .. .: ;;i+�0 231 1951589, 80 6254184. 95 , / ....: :. .. . .. _... ,..... k 232 1951597, 41 6254194, 75 \ :: . . �c \ 233 1951660, 00 6254215. It / _ ` 1 / W f I ��� ' ` I► / / •:;:•: 234 1951641, 91 6254252. 10 186 - 1% 212 :.:: 4 / f p� l lf� /,�' 251:.:: ` 235 1951624, 43 6254278. 04 2 1 / SWS 217 / / y' f : ''��� 236 1951609. 6254286.62 f / �� / / / A 207 G 2 0 6 f / / l /` 2 1 238 19515770. 32 6254275. 86 �, ' '�' -M : - (' �'i 239 1951576. 33 6254328, 91 1 8 7 I mo, ,- , ,. -�- .� - :.. �;:.: -„" , C F AN�E 4 54340 �•� f / / T �"'�� 2 0 1951525 32 62 . 25 AF 262-073 � 241 1951502. 35 6254267, 28 242 1951519. 68 6254245. 22 " 1 $ r. " � : - - • J 243 1951499, 50 6254181. 28 244 1951444.31 6254175.53 245 1951410.45 6254214. 54 �\ ... -•-.:: �/ 4 4 54186. 07 . . . . / I ` ; : f .:: / 247 195138 99 6254160. 76 / \ \ \ 248 1951409, 80 6254138. 91 +� \ :: 77 \ \\ \ p �� i 249 1951425.71 6254096.06 / 2 250 1951461. 39 6254068. 44 251 1951509. 62 6254130, 58 \ \ \ \ \ \ \ \ / \ s \i \ \ �, \ \ \ \ \ \ \ 252 1951572.71 6254211.86 10, is �, \ \ \ \ \ 48 245 0 2 40 so 247 � SCALE: 1 " =40' / I / CITY OF ENCINITAS ENGINEERING DEPARTMENT 20' STORM DRAIN OFFSETS N-S SEVER ENDPOINT E -V SEVER CENTERLINE GRADING PLAN FOR: NO NORTHING EAST I NG NO NORTHING FASTING NO NORTHING EAST iNG W ETLAND CREATION FOR MANCHESTER SITE 129 1951886. 90 6254043. 37 271 1951713. 54 6254073. 41 151 1951715. 23 6254339. 40 E -W SEWER ACCESS ROAD 130 1951886. 3 2 6254125. 37 272 1951713. 35 6254088. 41 152 1951720. 21 6253980. 17 CENTERLINE CONTROL: TANGENTS 02 -285 MUP /CDP 131 1951837.00 6254041.66 153 1951726.04 6253479.70 151 -152 AND 152 -153 132 1951836. 42 6254124, 64 APNS 262 - 073 -03 �-1 7. -25 133 1951787.03 6254039.51 134 1951786.45 6254123.91 APPROVALS CITY DWG NO. 135 1951742.32 6254039.75 136 1951740.02 6254120.93 137 1951754.00 6254148.85 RECOMMENDED APPRO 138 1951680. 90 6254148. 85 1 579 - G BY: 8Y: THE 20' STORM DRAIN PIPE OFFSET POINTS ARE FOR LINE ONLY AND ARE BASED ON 5 ,¢ �[)Q THEORETICAL TOE OF SLOPE LOCATIONS. ��• /3 / ���� � SHEET 13 OF 14 SET ENDS OF STORM DRAIN CULVERTS AT 1' BEYOND TOE OF SLOPE UNE TYPICAL. REVISIONS APPROVED DATE REFERENCES DATE FIELD DETERMINE TOE OF SLOPE LOCATIONS. O r pFESS� DESIGN BY: PR -! N S DIEGO COUNTY SPEC No. f r- h �P RECTOR OF ENGINEERING DATE WETLAND CREATION P LAN S GRADING PLAN 5 51 Conway &Associates, Inc. _ _ D�� �: r WATER AUTHORITY DRAWING No. , FOR HORIZONTAL CONTROL C -12 Civil Engine urreyors /General Engineering Contractor AR412412 E>fl�RES 3- 31_2007 T• NAGLE ASST DIRECTOR ENGINEERING !3 TE 4677 OVERLAID AVENUE 610 W. FIFTH AVENUE MANCHESTER SITE SOUTH PORTION OF SITE 2525 Pio Pico Drive •Suite 102 •Carlsbad, CA 92008 #ter f/ �� CHECKED BY SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 SHEET N0. Telephone (760) 753 -1453 • FAX (760) 635 -0839 �Tf GIvi� ��' / 0 Son Diego CO NO. DATE REVISIONS DWN CKD APPR OF CA��E M. PASKO PROJECT M R DATE Wafer AuthorNy 858- 522 -6600 760 -480 -1991 1� OF_ Apr 26, 2004 - 18:03:32 \03 -007 EDAW\dwgs \03007- C3.dwg PLOT 0 1 " =40' SDCWA NO. S -8679 --± T r— -� NOTES MANCHESTER WETLANDS 1. THE TRAFFIC CONTROL PLAN IS 3. THE RESIDENT ENGINEER 7. EMPTY OR LOADED TRUCKS ENTERING OR LEAVING CREATION PROJECT NOT VALID UNTIL WORK DATES WILL OBSERVE THESE THE CONSTRUCTION SITE FOR THE PURPOSE OF ARE APPROVED. THE CONTRACTOR TRAFFIC CONTROL PLANS HAULING EXCAVATED MATERIAL SHALL BE RESTRICTED SHALL SUBMIT FOR REVIEW A TRAFFIC IN OPERATION AND RESERVES TO THE HOURS OF 7:30 AM TO 3:00 PM. POSSIBLE LANE CLOSURES MANAGEMENT PLAN TO THE THE RIGHT TO MAKE ENGINEERING DEPARTMENT, TRAFFIC CHANGES AS THE FIELD & ALLL TRUCKS OVER 14,000 LB. WAXtM`UM GROSS VEHICLE 7:00 AM TO 3:00 PEA CONTROL SECTION, AT CITY HALL, CONDITIONS WARRANT. WEIGHT ENTERING OR LEAVING THE CONSTRUCTION SITE 505 SOUTH VULCAN AVENUE, SUCH CHANGES SHALL SHALL COMPLY WITH CITY OF ENCINITAS REGULATIONS ENCINITAS, CA 92024, (760) 633 -2704, SUPERSEDE THESE PLANS REGARDING TRUCK ROUTES. TRUCKS OVER 14,000 L.B. { BEGIN DATE ) TO ( END DATE) 0 0 '� A MINIMUM OF ONE WORKING 4. ALL TRAFFIC CONTROL MAXIMUM GROSS VEHICLE WEIGHT SHALL ENTER THE U � �� _ WEEK PRIOR TO STARTING WORK. DEVICES SHALL BE REMOVED PROJECT SITE USING 1 -5 AND MANCHESTER AVENUE AND THE TRAFFIC MANAGEMENT PLAN SHALL SHALL EXIT THE PROJECT SITE BY TRAVELLING NORTH � •� / �� CONSIST OF A LISTING OF DAYS AND HOURS FROM VIEW WHEN NOT IN USE. ON MANCHESTER AVE. TO EL CAMINO REAL, NORTH ON 120 x 84 O DURING WHICH CONSTRUCTION WILL OCCUR. 5. COVER ALL CONFLICTING EL CAMINO REAL TO ENCINITAS BLVD, AND WEST ON 1 6 V � EXSTING SIGNS. ENCINITAS BLVD TO 1 -5. SEE DETAIL "A" HAUL ROUTES. +p C13 ,� Q 2.THIS TRAFFIC CONTROL PLAN NOTE: SIGN SHALL SHALL CONFORM TO THE MOST 6. ALL TRAFFIC LANES INCLUDE BEGIN � 9. ALL TRUCKS ENTERING OR LEAVING THE CONSTRUCTION C18 RECENTLY ADOPTED EDITION SHALL BE OPENED TO I SITE SHALL MEET THE SIZE AND WEIGHT LIMITS FOR OF EACH OF THE FOLLOWING TRAFFIC BY 3:00 PM DATE AND ENO • MANUALS. EACH WORK DAY. "CALIFORNIA LEGAL" AS DEFINED IN THE CALIFORNIA DATE AS SPECIFIED VEHICLE CODE OR SHALL OBTAIN A PERMIT FOR BY THE ENGINEER. ?� A. SAN DIEGO REGIONAL STANDARD, OVERSIZE VEHICLES. �`pp • APPENDIX A, TRAFFIC CONTROL PLANS. B. STANDARD SPECIFICATIONS FOR /• C13 PUBLIC WORKS CONSTRUCTION. (GREEN BOOK) DETAIL " A" ` ?sfp C. CALTRANS TRAFFIC MANUAL. 0 HAUL ROUTES LEGEND C18 0 i - k� ♦— ALLOWABLE Loz HAUL ROUTE Y-00 MANCHESTER AVENUE t ENCINITAS BLVD �• ' y C20 30 +pp\ 1 (RT.) 0 v Cp,MINO 31+00 0 0 Y � tjl REAL 32 +00 33 +00 1 -5 MANCHESTER AVE / • -�� R96 - /� R96C ' MACHESTER W11 (RT.) AVE N # PROJECT ' TRAFFIC CONTROL PLAN NOT TO SCALE 0 20 40 80 Q SCALE: I"=40' O b t u - �' ` AN H E TER AVENUE M C S ,`V C 18 j —3 ' - ' 4 0 +00 41 + 42 +00 43 +00 44 +00 45 +00 50 +00 W51 C30 • �� 10 FT CONE SPACING STA 43 +00 TO 44 +50 LEGEND I I R1 C13 R96 • CONE END PEDESTRIANS I I R41 R96C CONSTRUCTION C13 R96 PROHIBITED R96C TRAFFIC CONTROL PLAN I CONSTRUCTION CITY OF ENCINITAS ENGINEERING DEPARTMENT CONSTRUC 0 CONSTRUCTION 0 20 40 80 1 DRIVEWAY I GRADING PLAN FOR: I • SIGN VEHICLES VEHICLES I ONLY ONLY N I WETLAND CREATION FOR MANCHESTER SITE SCALE: 1"=40' I 02 -285 MUP /CDP FLASHING IGHT LAN LANE APNs 262 - 073 -03, -17, -25 ® ARROW CLOSED C20 (RT) CLOSED C30 30" x 30" 30" x 30" � I APPROVALS CITY DWG NO. SIGN I AHEAD TRUCK HAULING HOURS �� 7:30 A.M. TO 3:00 P.M. WATCH � RECOMMENDED APPR WORK DATES F eY: p'Qr.�.� �Q• t ear: - 1579 -G TO BE PROVIDED BY CONTRACTOR TURNING - ROAD RIGHT SLOW ONE WEEK PRIOR TO START OF WORK TRUCKS DATE' .S y DATE: /f 8 /,&4 ' -- sHEET 14 of 14 STRUCTIO S C18 W11 STOP R1 TURN R41 TRUCK W51 STREET DESIGN TAPER BUFFER SIGN CONE (� SPEED LENGTH LENGTH SPACING SPACING REVISIONS APPROVED DATE REFERENCES DATE CON AHEA D ONLY MANCHESTER AVE. 50 600 FT N/A 500 FT AS SHOWN 12" x 24" VRPA TECHNOLOGIES RM ENOMM DESIGN BY: AP D F c SPEC. NO. 9683 TIERRA GRANDE ST. 205 �� E. RU� 3 4 0 SAN DIEGO COUNTY 551 • \� o y DRAWN BY: RECTOR OF ENGINEERING DATE WETLAND CREATION PLAN SAN DIEGO, CA 92126 � 6 1 E. RUEHR 6 371 s �� WATER AUTHORITY FOR TRAFFIC CONTROL PLAN DRAWING N o. No. s Ex p o § /30/04 A ST. IRE OR OF ENGINEERING ATE 4677 OVERLAND AVENUE 610 W. FIFTH AVENUE MANCHESTER SITE T -1 f .} CHECKED BY SHEET No. �.• "'� � - � .II IVl �' � � San Diego COUnty SAN DIEGO, CA 92123 ESCONDIDO, CA 92025 I NO. DATE REVISIONS DWN CKD APPR i 6 of c�� E. RUEHR Water Authority 858- 522 -6600 760 -480 -1991 16 OF 23 PROJECT M AGER DATE SDCWA DWG NO. S -8680