Loading...
HomeMy WebLinkAbout1.2-7222 Ph 1 - 8 Record Drawingrn Q �I M r - AK I L ALI RNIA D C FO `.�Q�� to i- O] O N RSF O Z a 1] o m d- a O Q J � !p Z wV0MO im 0 ``' uj TRACT 5907 --.. Q >- Z p p cLd oo a E �/ S oN S APR � AG 5691 AP BK. 4, PG. 1 2 p a V O p O t/) R APPROVED' U AP BK. . PG. 74 O O Q J W N Y REVIEWED BY. o��Q�z M III La D CZ ARMN EDISON CANAL . \ :E m N w Z - DR +--�.,.-►�'-----�-----,`jaw j I4 PSL�1 KE M Tu N I--- M Z pa O Q ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE PIC -FE 55107. E)II 6/3°/14 ---- _ _ _ O<z wof -i PANAMA LN W �,� Q w O � Qc�c„ V) b. WWpuou APPROVED BY. . o,�� 94,'� 2 �`�,� , W WZZLnin0 y 41.oAA1 P. SHAW 1'rE I 530 �'�t ! 1 �- o: Y �? p o a O R . C. E. 3217 8 Exp. t 2 131 119 1 I GASOL COURT I l„t 1 vi vS o PUBLIC ORKS DIRECTOR, CITY OF BAKERSFIELD DATE II I f— oocw x of RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31 /15) j 5 #2 2 t 1 Q~QaLa W 0 to Z Q O o t I 0< -1-}pU R�vISl6 S APPROVED: I u m o Z Z N 2 ' 6 3 ;�► � WwoWa�m I 7 +I ill U) _j _j � + I OwOQviQ m aQaQh c l 8 I I LL_l z� (n a- cc - t W QpL� Z 611 NEPTUNE: PATE I 9 #3 I i Z z a Y_j w z o 1NE R•C.E. 55102(f*. 6/30/16) 10 o Q 1 t t — J Z m a WCp 0 .� 11 = I I I Z wvooLL- LLj UJwF- c�w �wcnN n I 12 ti PHASE 1 ` j W x w U X: o .L I M RIaN P. AW DATE I 13 4 j It j V R R C.E. 32178 (EXP. 12/31 /14 -- # t s BENCH MARK USED: SS W zz� TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE I 14 I1 I INTERSECTION STINE RD AND POPPYSEED DRIVE. I ► t 15 ; tI I U C>" w O I 16 it 0 t tt aaC n ELEVATION = 359.19 (U.S.G.S. DATUM) I I D#� s#,D D#4 0#5 s#12 i l s s s MATERIALS LIST SHEET No. INDEX 17 CALLADO LN I II I ��� ESTIMATED QUANTITIES, NOT PURPOSES 0 TITLE SHEET I 18 # #2 _ 1 C", - ' _ I s„I I I SEWER 02 DETAILS -GENERAL NOTES i 19 20 21 22 23 24 25 26 27 28 29 30 31 11 1t ” Q JERN 0 �RI�JE � 2 8 SEWER MAIN $ L.F. I 4" SEWER LINE LATERALS 563 4,1 7 L F - I 10 9 8 7 6 5 4 3 2 1 I29128 1 1 Z (LATERALS) 5, 4 CALLADO LANE MESIO WAY D#6 D MANHOLES S EA. � I 29 28 27 26 25 STANDAR 1 5 POMERADO AY '� I S B#4 D 5 OM RA 0 AY c6##� I 0„2 -_t? --1& ST RM DRAIN ---_ -- — �__ — � 30" R.C.P. STORM DRAIN 578 L.F. d BELLANDO STREET I CB# S#1$ — #� D 24 , i r - 24p' R.C.P. STORM DRAIN 273 L.F. Q EDERIA WAY I 11 12 13 14 1r5l 23 I 21 R.C.P. STORM DRAIN 932 L.F.1 998 L.F. I H S g + I 19 20 21 22 I I I WL y Z CO 18" R.C.P. STORM DRAIN 8 PHISTO PLACE _ TYPE "A" CATCH BASINS 13 EA. I 8 6 5 4 3 2 1 29 28 27 26 I ( 'Q W STORM DRAIN MANHOLES 7 EA, g HIB A WAY I ;i I D#, 25 1 i D#1a: PE A WAY sI c6# i Q W i CB 6 — ELLAN 0 ST — — 24 1 I Q > C\111 GASU_COURT A-2 I I CBi s I DC I P A E 418 Q H S 23 -, 10 11 12 13 14 15 16 17 3 _ PLANZ qq ROAD o I 19 20 21 22 Q ---- �ti�16 t ,; 15 14 13 18\4 17`; $ NOTES S 1-1 9 8 7 6 5 4S# 2 1 m 1 2 3 4 5 �+ '. � _• n. �' 6 ;� / O Q PA CHECO RD. LEGEND CONSTRUCTION N ES#2 #22 S#2 I _ t N F— c ❑ 3 FA RVIEw ROAD o < ;TC IV1� Q ® © INSTALL SEWER MANHOLE � c6 9 / I � /�f ` -,---��,�J 19 22 24 19 o TMH- TOP OF MANHOLE ELEVATION I 10 - DERIA WAY - - 6 i `� co N � ❑❑ LANE INV.- PIPE INVERT ELEVATION © INSTALL SEWER CLEANOUT I ASE I ! o EDISO (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) H S 16 D#15 PHASE 30 29 2s 0 26 u 29 P.V.C.- POLYVINYL CHLORIDE — O- — INSTALL SEWER I 11 12 13 14 15 } 27 ao 25 3o I 10 Q 13 12 11 10 9 8 7 / McCUTC E ROAD �_ OSKIN RD. t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY INSTALL STORM DRAIN Q ALL LENGTHS PRIOR TO BIDDING THIS PROJECT I Q D# s'g� &1-7119 1 35 5X0 INSTALL STORM DRAIN MANHOLE WITH NUMBER I 6 5 4 3 2 1 _� 34 McKEE R. 32 R.C.P.- REINFORCED CONCRETE PIPE " " 1 2 3 4 5 6 7 i Pu KIN C� R.G.J.- RUBBER GASKET JOINT v� INSTALL TYPE A CATCH -BASIN I 7 8 C #10 �' c6 s# 7 + ► 1I '" Q OQ HISTO PL- — ^4 OLD RI R 119 w N CE ER p CB– CATCH -BASIN I S#2 81 6 S o 4 X: 3 w 2 1 6 5 3 -- RIGHT-OF-WAY ( — II o Q uRNo ROAD z -0- EXISTING SEWER ( 8 S 1 2 CB 1 rs WA SE 71 --- ---o -------- -- Ld 0 0 9 10 11 12 13 10 16 15 14 13 12 11 10 I I L����,: 8 uj 0 9 E10 it oa 12 99 1::B o - - -- - - EXISTING STORM DRAIN I 14 ❑ `� _ -N- "`' -�- EXISTING EDGE OF PAVEMENT s � 0 17 ❑16 SD STORM DRAIN STATION - o _ _ ---- S SANITARY SEWER STATION - -� _ - - = s#2 - - -BERKSHIRE RD _ _ — - - ' --� VACANT LAND I — � �`'`�'W P �- ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. l /W I ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. W r VICINITY MAP ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER -N KEY MAP NO SCALE FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. SCALE: 1•-200• GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY. THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. McINTOSH AND ASSOCIATES MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 15. MciNTOSH AND ASSOCIATES WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY MciNTOSH AND ASSOCIATES. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLA11ON SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED NTH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CON'T� 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH TIME REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH; CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ® D-11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURA11ON CURVES ❑ D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTEC11ON ❑ D-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 TRENCH BACKFILL & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES dot -17 -I 4 No, % l bwuy i�SJLL r4 No. 33 - l xp. 6 0` ptl sr kiPl4 11#8 ('A,,c. CORD OR,, b� �. �L --7�-?'�- Ph1_ i W Q Q Cr En z 0 U) WP fn fn mmm m m m U U U mm U U U WW W d a. a. W W W ac OC K M r d CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT -� INSTALL SEWER cn - - - - INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE WITH NUMBER v INSTALL TYPE "A" CATCH -BASIN — - - RIGHT-OF-WAY 2 -Q- --- EXISTING SEWER + -- -�- - - EXISTING STORM DRAIN Q EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. O O J ifi O U) 0 + w Lu (n EX SEWER PIPE, MANHOLE AND LATERALS TO BE CAPPED AND REMOVED WEST OF MH #7 oc t6 N + Co N w J O Z Q 0_ w w �REMSIONS APPROVED: - //&/W ( ?61� `0//�` Rte- BLAINE E55102 (EXP. 6/30/1* pA M RFA SHAW DA •G E. 32178 f> ' • 12,/31/4 A2. 'REVISIONS APPROVED: 2.3.i BLAINE NEPTUNE DATE R.C.E. 55102 (EXP. 6/30/14) 1�11jlol_A MARIAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) 20' 11 8" SWR 8" SWRItt o co 00 00 N ` 00 00 00 e- 00 Ln + + L W 14 �N m 20' cfD ..s ► -� lmx cn _106 oll «a.c L r N z 2 + + + - t7— p rc— Q I g+ g+ d O O c0 w r Go 0o O n Lo - — — w,d W A W It w ry 0 z w w �� Lo Q J 3:x w .. pw O J cOX L17 w Owi C5 � NN O� � 00 W �� Q cn i' Q I— Un O O 7_1� Ln00 Z*lz LLI _Lu Q ~_ 3:w w Lfi z c0 �J 00 `-J 0) OO —z NJ z O0 = LLQ O Q O QO cf)Q + ED W W Z n W Qw z LO LLi L I w W CE LdLd L 8 WL L � u in u Ld w 20' 11 8" SWR 8" SWRItt o co 00 00 N ` 00 00 00 e- 00 Ln + + L W 14 �N m 20' cfD ..s ► -� lmx tit _106 oll «a.c L r N 00 2 + + + - t7— p rc— N CN I 20' 11 8" SWR 8" SWRItt o co 00 00 N ` 00 00 00 e- 00 Ln + + L W 14 �N m Q cfD 00 -4 of tit _106 «a.c + r It 0 �c to �N W g+ �+ g+ g+ d O O c0 w r Go 0o O � Lo - — — w,d W A W It W 8 NW 0 5 �..- - -- --�- - - --E- -- -•.I--- I_ _ _ 4 - 00 00 00 00 00 00 00 00 00 00 N O - -ca -- V) O Ei to X 8" SWR 0 N EX 1- 11 % • I Is _r 1 n.•, 1 9 1. / I dill 1 1 it 11 1 1 IA EX SEWER PIPE, MANHOLE AND J EX SEWER PIPE, MANHOLE AND -� O I— LATERALS TO BE CAPPED AND LATERALS TO BE CAPPED AND PHASE 1 JA Q w w REMOVED EAST OF MH #4 REMOVED EAST OF MH #3 - z Q HORIZON Q J Q)ERN VERTICV7 0 DRIVE v w Cu C)w N cow Mrd Ln� �W O`er n`� Lo O w CD Q� J O J (op 4k 00 rn 0 O �O N+j_ �w r J f z NJ Z Z J O Q O Q Q O = _ z z z 0' 0_ Q Q W � Of w � '\ w w w w cn w (/) cn � Lu w w ". 362 ..................................................... ............................................... `� �' :..:...:...:...:...:...:..............................:...:...:...;...............................:..:...:............................... .//.......... ��.:...:...;...:...:...:...:...:...: r;_.:�"�� 360 . . . APPRDX/MA T£ DES/GN GRAD£ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �` y ABOVE-Sf ER MA/N . h . . . . . . . . . � :- -.--:...........................360 a,Z•�/7- (!s zli� -RAISE•EX MH TO MATCHi'....... : : : ...... : : : : : : .... : : : : ....... : ...... : : : : : : : - .---� : - . : � ~: .. .. : : : : : . ................ 'DESIGN GRADES : : : : ....... : rp°�f . ! 358 : : : : : : : : : h^ : : : : - . : : : : : : : : : : RAISE EX MH TO: MATCH : : : : : : : : : . J . . . . . . . . : . . : : . . . . . . . . . . . . . . .: 358 �---' • DESIGN • GRADES 1I RAISE EX' MH TO MATCH DESIGN GRADES. : : : : : ...:................................ ............... �. QQ /Dr;,, 356 .....'...'...'...'...'...'...'...'.......'...:...: :...:...:...:.. :.. :. '.. 1l..: .3 -16 .....................:...:...:.......:...:...............:...:...:...........:...:.......:...:II.:...:...:.......:.......:.......... :...:...:.s3 Fay: :...:.. :...:...:...:...:...:...:.. 354 :..............:......:...:......:...........:...:...:...:...:...:...:...:...:...:........ ......................: ..... .. ': :.:: .� 5'. :...:...:...:...:...:...:...:...: 354 ............................................ ...... _. ..................... �tiL................. ���`�......r7`................... MASE ,2,3,y►78 352 :.. ...J�'' ....:... :.......: - ................ .:...: ....................... �tiL................................. .. .. ........................... ............................... ... .. ... ......................... ... L ......................................... .. SS........................................................................ ............................. .. r, � : : : : : �^� • x,57 : � S� S` 350 ... ��......................................35................................................................................................................................ ............................ CONSTRUCT 310:40' LF CONSTRUCT 299:11' LF EXI$1ING44.97.t L.F.: EXISTING 244.61; L.F. . : . _ .. : . . . . . • 8"' PVC- SEINER '0 0:3090. .. . . : .. .: .. . .: .. .. .: .. .8.. • PVC' SEINER '® 0.3090.. . : . . . . . : .. . . . ; . . . : • 8" • PVC• SEINER •® 0.35% .. .. ... : ... .. .. 8 PVC- SEINER • ® 0:359: . . . : . . . . . : . . . . . : . . .. .: . . . : .. . . . . . : .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................ ......... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 �_� quill rl E CO R D D RAM tl } mO=Wmcr m m m m «a.c W Q laz 0 z cc0 z z LLJ 0 0 � U W�� W W W p UUV I I 8 8 O u u u w w w m CL a a w S S S it w uJ rn�co� 1 oa , M ! N CONSTRUCTION NOTES sO INSTALL SEWER MANHOLE r- • `s =lot M m OO INSTALL SEWER CLEANOUT N �� p INSTALL SEWER J +0 II - - -O- - - INSTALL STORM DRAIN N � (n U 0 Nk00W ® INSTALL STORM DRAIN MANHOLE WITH NUMBER Z o —I 5-I 5 -I-- Z o INSTALL TYPE "A" CATCH -BASIN Q Q - - RIGHT-OF-WAY o- p EXISTING SEWER cif � TOP 18" SD= - -- -(6}-- - -- EXISTING STORM DRAIN Wa 350.20 `/ Al EXISTING EDGE OF PAVEMENT L U) SD STORM DRAIN STATION g 25 S SANITARY SEWER STATION D ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. in ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. 0 W 0 z W U7 W Wr Q r-� W +0 o = > +O .- Mx �jw =�} W + ,- 1iry W Q g ui O z z w � w W cn W W x �� � , z 0 Lu � 13 I I w ",, , N � + Ti I 0 I 0 11 to s --- EX 8" SWR I _ I 129 I N I I 14 ' EX SEWER 11 ABANDONED IN PLACE 129 I (I I 15 39' I -N- HORIZONTAL: 1"=50' VERTICAL: I"=2' PHASE 2 MESTO WAY NOTE: EXISTING SEWER IMPROVEMENTS ABANDONED IN PLACE. 18" INV N= 347.66 q� 1rO 2 INSTALL 26± L.F. 18" CL -III 'S�` sr sS\� R.C.P. w/R.G.J. STORM -DRAIN @ 0.12"'(j:) .12%C STORM—DRAIN SECTION 4 NO SCALE N co CD0 W +o d FW +o rn = 0 O = W Q = r Q ii O Lu (111 W w Ld x �I CL w I I Q i _II , U F— >Lr) 1—� QF - ~U ZQ Lij f—� Z F- W 1 18 > 10 EX SEWER PIPE, MANHOL_ AND LATERALS TO BE CAPPED AND REMOVED WEST OF MH #7 J N REVISIONS APPROVED: O rn m+ �- 3-i�1 B INE NEP DATE R.C.E. 55102 (EXP. 6/30/14) INSTALL 16± L.F. 18" CL -III O EX 18" RCP -J-- ` EX 8" SWR Lo w it O w 2 R.C.P. w/R.G.J. STORM -DRAIN @ 25.9% MA IAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) 18" INV S= 351.78 �+IX W Co O Zk EX SEWER PIPE, MANHOLE +Lu AND LATERALS TO BE oz CAPPED AND REMOVED z NORTH OF MH #10 EX STORM DRAIN PIPE TO BE CAPPED 10' NORTH OF RW. cn REMOVE EX STORM DRAIN AND X MANHOLES NORTH OF CAP. W I ry10 � JOE � cn C6 O � t� + W �W� N fi 1- N Inir M � r- • `s =lot M m c6 _LoM N �� p J +0 II w7t �U N � (n U 0 Nk00W jr a- wa ,, ,, Ow O Z o —I 5-I 5 -I-- Z o I Q Q U .-- Q :2 o- p BOTTOM 8" SWR= cif � TOP 18" SD= I W Wa 350.20 (nI 349.41 L U) tn� U) g 25 18" INV N= 347.66 q� 1rO 2 INSTALL 26± L.F. 18" CL -III 'S�` sr sS\� R.C.P. w/R.G.J. STORM -DRAIN @ 0.12"'(j:) .12%C STORM—DRAIN SECTION 4 NO SCALE N co CD0 W +o d FW +o rn = 0 O = W Q = r Q ii O Lu (111 W w Ld x �I CL w I I Q i _II , U F— >Lr) 1—� QF - ~U ZQ Lij f—� Z F- W 1 18 > 10 EX SEWER PIPE, MANHOL_ AND LATERALS TO BE CAPPED AND REMOVED WEST OF MH #7 J N REVISIONS APPROVED: O rn m+ �- 3-i�1 B INE NEP DATE R.C.E. 55102 (EXP. 6/30/14) INSTALL 16± L.F. 18" CL -III O EX 18" RCP -J-- ` EX 8" SWR Lo w it O w 2 R.C.P. w/R.G.J. STORM -DRAIN @ 25.9% MA IAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) 18" INV S= 351.78 �+IX W Co O Zk EX SEWER PIPE, MANHOLE +Lu AND LATERALS TO BE oz CAPPED AND REMOVED z NORTH OF MH #10 EX STORM DRAIN PIPE TO BE CAPPED 10' NORTH OF RW. cn REMOVE EX STORM DRAIN AND X MANHOLES NORTH OF CAP. W I ry10 � JOE � cn C6 O � t� + W �W� N fi 1- 00 F - O —04 F- m N g± co g± 0 g+ J +0 + w7t ui wa '_ 21 I 22 I 23 N r N ;Fk r ?j m m J +0 + Q 1 '_ Lz 1- N I-- I� -z I Q Q g ; Q :2 o- p cif � � W Wa w (nI o U > O U) I U) g 25 w °°1 ti D I I II WILo JW o_ in z >� O � 0 W 0 z W o N Q r-� Q = ry� U � i m L,_IW Mx �jw =�} W + ,- EX 211.70± L.F. EX 198.6± L.F. N o o 18" RCP STORM DRAIN @ 0.25% coo 21" RCP STORM DRAIN @ 0.40% d w Lo w_ p J p J COW r NrLo + 0 + 0 O W p w Ntn a7z oz O= Np +O Lo U�� Ln J Q r<C �Q �= M= +O . 0 a �¢ z `�z O li0 :i : Q r Q 3: W (n x w w cn cn w w x o w cn w cn w bi ................ ............... ............. .............................. W x x 360 . W . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . f 358:...:...:...N-4. .......... . ...................................... :.. ....:.......s'y� APPROXIAM TE DESIGN GRADE: 7S' ABOV£ SEWER MAIN ............. ..: ..........:... :...;...: . . .................... ..............................]: .... 356 :...:...:...:... :...:...:...: :...:...:.. ... ... ... ... ... :...:...:... �:.�..:...:...:...:...:...:...:...II: II ..:. ................:I1............................II:.............................. 354: ... :...:...:... II......:...:.....:...:...:..JI........:...:...:...:...:...... :...:...:.......:...:...:.. :. .I � II. 11:11 :...:....... ............................. :...:...:...:...........IEII.......... ................. ...JI:I�....... . 352' ................: I. i ............... a I :... .... .... .... ........ ........ ............................ I i ... . • I I I SADDL• E PER COB -STD D--9 I 350: ...........,� ..... .... �; ....... _._ _ _ ................ �-ki--. ---. ......... ��'' . I E I ... 7. U�� 348 ................. ............... .............. .. EXISTING '100.2± L.F. .. ; .. .. .. .. .. .. .: .. 1. .: ; .. 8" PVC SEWER @ 0.35%A .................................................. �.... ...............�y .�.— ...._ ......� Sok,...... .. ; EXISTING '392.9± L.F'g ��A'`' �ti� ' EXIST. T98.6±' L.F. 346 . . .. . . . . .. . . . . of .. . . . . . . . . .8-" •FVC • SEWER t0 0.35% . . .. .. . . . . . . . . . . . . . . yy. :`. 8" • PVC• SEWER •@ 0.25% . . . . . . .. . . .. . 9+00 10+00 11+00 12+00 �, 13+00 °3 14+00 15+00 27 (D LLI fw + cn L'2O �z F- X Li MAW D Lq co + O lam .o -T N N O + co N N + N 4 to + .00 n O + co 18 PHASE 1 IMPROVEMENTS CALLADO LANE V r Yl.r JL�1 LI\ CY V.J.7/O 16+00 17+00 CO N O W 1� J F oo 0 ; Q Of � l w �' "�7�C 8 tai t. 7 360 �6 ..............: .. ......:.......'358 Ess, �o .. .. Q� M' 3 civi .. ............... y VNA5F AZI 314 , .. ........... .352 F S �4� MCI� ` G E 0- po . I N C' ...................346 18+00 19+00 } m m m m 3�EX 21- RCP - -14 - 15+01- 1 —�F EX 8' SWR 1- N I-- I� H M I gM Q g ; gIt Wit Wa Wa (nI I 24 25 26 I °°1 ti I I II WILo z >� 0 W 0 z W z �< Q r-� Q = ry� oy) 0 oU) m L,_IW Mx �jw =�} W 0 ,- EX 211.70± L.F. EX 198.6± L.F. N o o 18" RCP STORM DRAIN @ 0.25% coo 21" RCP STORM DRAIN @ 0.40% d w Lo w_ p J p J COW r NrLo + 0 + 0 O W p w Ntn a7z oz O= Np +O Lo U�� Ln J Q r<C �Q �= M= +O . 0 a �¢ z `�z O li0 :i : Q r Q 3: W (n x w w cn cn w w x o w cn w cn w bi ................ ............... ............. .............................. W x x 360 . W . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . f 358:...:...:...N-4. .......... . ...................................... :.. ....:.......s'y� APPROXIAM TE DESIGN GRADE: 7S' ABOV£ SEWER MAIN ............. ..: ..........:... :...;...: . . .................... ..............................]: .... 356 :...:...:...:... :...:...:...: :...:...:.. ... ... ... ... ... :...:...:... �:.�..:...:...:...:...:...:...:...II: II ..:. ................:I1............................II:.............................. 354: ... :...:...:... II......:...:.....:...:...:..JI........:...:...:...:...:...... :...:...:.......:...:...:.. :. .I � II. 11:11 :...:....... ............................. :...:...:...:...........IEII.......... ................. ...JI:I�....... . 352' ................: I. i ............... a I :... .... .... .... ........ ........ ............................ I i ... . • I I I SADDL• E PER COB -STD D--9 I 350: ...........,� ..... .... �; ....... _._ _ _ ................ �-ki--. ---. ......... ��'' . I E I ... 7. U�� 348 ................. ............... .............. .. EXISTING '100.2± L.F. .. ; .. .. .. .. .. .. .: .. 1. .: ; .. 8" PVC SEWER @ 0.35%A .................................................. �.... ...............�y .�.— ...._ ......� Sok,...... .. ; EXISTING '392.9± L.F'g ��A'`' �ti� ' EXIST. T98.6±' L.F. 346 . . .. . . . . .. . . . . of .. . . . . . . . . .8-" •FVC • SEWER t0 0.35% . . .. .. . . . . . . . . . . . . . . yy. :`. 8" • PVC• SEWER •@ 0.25% . . . . . . .. . . .. . 9+00 10+00 11+00 12+00 �, 13+00 °3 14+00 15+00 27 (D LLI fw + cn L'2O �z F- X Li MAW D Lq co + O lam .o -T N N O + co N N + N 4 to + .00 n O + co 18 PHASE 1 IMPROVEMENTS CALLADO LANE V r Yl.r JL�1 LI\ CY V.J.7/O 16+00 17+00 CO N O W 1� J F oo 0 ; Q Of � l w �' "�7�C 8 tai t. 7 360 �6 ..............: .. ......:.......'358 Ess, �o .. .. Q� M' 3 civi .. ............... y VNA5F AZI 314 , .. ........... .352 F S �4� MCI� ` G E 0- po . I N C' ...................346 18+00 19+00 } m m m m mM==W Q Q Q Q W 4 z 0 0 z W z 0 V) W w w w w o m m m m 000Q U U U I 000^ U U V w w w U) CL d d W Lu Lu m w w w 1- c" I M a0 J> � cp N C� C F - Q ry LLI Lr) >Lo F- W < F- 9+99.! Z U Q HOf 0 Z -_ LLJ J r7 � W � J O N Z . Q �r- +ry oLu 101 1 9 1 8 1 7 rn N 00 co �LI tD INSTALL SEWER 04 O o ± N o ± N O - .- co IN - N c0 74, >_ or) EXISTING SEWER -t Lo STRUCTURE PER Cab STD D -ii ve x w LIJ -N- o O = 00 Z N � HORIZONTAL: 1"=50' +6 1 SWR 12 cV -rCor) 5X-3-0-2 b r') N N c4 N + N ( 11 12 T — — N Do + N a, Ir o' qw.; °c • 0- - ir�i1 INSTALL SEWER co �LI x INSTALL SEWER 04 � O N C6 d- + Lo cp N co IN INSTALL TYPE "A" CATCH -BASIN - - c0 74, >_ or) EXISTING SEWER -t Lo EXISTING STORM DRAIN M O ~ W 18 S x ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. XW = W Q ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND 0 zuzz 7' MAX. OF COVER AT THE PROPERTY LINE. a_ w z ' .' .' 51 Ix zo a 46 m+ 4 N Of m W 0 r\ �Ld w W = BOTTOM 8" SWR= i1 Cn Z II 4 3 2 1 1 1 �I1 � 1I I 29 TOP 28 27 + I I 345.80 Z O 00 co -------- 1^I 1111 5 N r -- b u I+7Lo r- Lo — �zzzw W W W p coo Ir o' qw.; °c • 0- - ir�i1 14 I 15 PHASE 2 IMPROVEMENTS :Lie] �17A I wmir IT, 611 FT mil INSTALL SEWER cfl c0 INSTALL SEWER 04 � O N C6 INSTALL STORM d 14 I 15 PHASE 2 IMPROVEMENTS :Lie] �17A I wmir IT, 611 FT mil J CO O z4*t O W lC) J O � Z . Q L� rn 00ui r W 26 25 Dc X KI 9.7117 — N 18 i 8" SWR04 •g, °' 18+90. � iki � 18+95.48 24 M In Do N Do N + S49 Do 00 19 20 2100 1 22 23 EX CO TO BE REMOVED. TYP. THIS SHEET " cn co o INSTALL 7.2± L.F. VERTICAL: 1=2' (A " 24 RCP STORM DRAIN @ 0.25% EXISTING 265.6± L.F. EXISTING 264.3± L.F. FROM SDMH#7A TO 30" RCP STORM DRAIN @ 0.08% 30" RCP STORM DRAIN @ 0.08% EX SDMH#7 �r , . o Q E- op co N� 0OOX Ij r�X I��W �W cDw 00r NZW 4- u W O3: r7 O c� 03: u� W N �v r-ZW to Lo W COZW 0) Lu } J +O + +,ib +QUI +� +� +J +w+J OO I+O r7 LnJX tD w co JX opo Z r J z J U W W J Z U w Z Q -1 O Q - Q o Q o �0 0 0 _ = w r- = z r Q a' Q w Z z Q D w zLLJLLI D' LLJ x W (n � o W o w o un w >�F__ cn > F_ C) w OwOWZ � Z Z o O U U 360....... .............................................. .............................................................................. .360 . APPROXIMA T£ DESIGN GRADE . ABOVE SEWER MA/N. � . 358....... ........ .358 ...................................... .......................................... ........ ............... �APPPDX/MA TE DESIGN GRADE fF-( .h'7- 356356 ....... .............................................. ................................................................................. :356 ....... ....:...:...I ...:...:...:...:...:...:...:...:.. :.............:...:...:...:...:...:...:...:.. �..:...:...:...:...:...:...:...:...:.. 354..................N........................................II........................................�I:.................................... :354 N ..................I�.......................................II.......................................A .................................... 352:...:.....:...:...I�...:...:...:...:...:...:...:...:.. .............:.............................. :II. .:...:...:...:.......:...:.......... .352 41/ ..................................... ......I I................................. N,,. . I.I . ....4 � ................................ 350'... �� ... ... .. ... ... ... ... ... ..I. ..............................:............................. '350 '�yG .' : .:....' Jia. - so F\` .:.......:.......:...:...:...:...:...:.. ............................. y 348....... ........... ....... .9 v ................................. , % . 83 ............................ �:��!►�. 348 346'...'.. '...'-......I:�. `: ^.:...:.. ....................................... ...:...:...:...�..:.. :...:...:...:...:...:...:...:.. '346 INN : ... .. :. .. ... :. .11 .. .......:...:... .......... ... .. .: ........ 344:...:.. :...:...:.. — — — _ — — — — — — -- — = - — --��� ��,•...:...:...:...:...:...:...:...:.. 344 ktk- Ir 342.. CONSTRU 299;9± L.F. CONSTRUCT 299.9±. L.F. CONSTRUCT 250.9 L.f.± .. 8" Pb�G SEWERCSD •0:35%. :. .. .. 8" PVG SEWER 0 35%. .: . . . . . . . . . . •8. PVC -SEWER @• 0.35% . . . . . . 342 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............................................................................................................................:................. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 © INSTALL SEWER � O INSTALL SEWER CLEANOUT — s — N N C6 INSTALL STORM DRAIN cp N co IN INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY + -Os - -- EXISTING SEWER -t Lo EXISTING STORM DRAIN M 16 17 18 S x ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. XW ARE 4" v ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND 0 zuzz 7' MAX. OF COVER AT THE PROPERTY LINE. a_ w z ' .' .' 51 Ix zo a 46 m+ 4 N LLI JJ �- 0 r\ O BOTTOM 8" SWR= Z II 350.09 Z + +o Ln :z> TOP 18" SD= + J CO O z4*t O W lC) J O � Z . Q L� rn 00ui r W 26 25 Dc X KI 9.7117 — N 18 i 8" SWR04 •g, °' 18+90. � iki � 18+95.48 24 M In Do N Do N + S49 Do 00 19 20 2100 1 22 23 EX CO TO BE REMOVED. TYP. THIS SHEET " cn co o INSTALL 7.2± L.F. VERTICAL: 1=2' (A " 24 RCP STORM DRAIN @ 0.25% EXISTING 265.6± L.F. EXISTING 264.3± L.F. FROM SDMH#7A TO 30" RCP STORM DRAIN @ 0.08% 30" RCP STORM DRAIN @ 0.08% EX SDMH#7 �r , . o Q E- op co N� 0OOX Ij r�X I��W �W cDw 00r NZW 4- u W O3: r7 O c� 03: u� W N �v r-ZW to Lo W COZW 0) Lu } J +O + +,ib +QUI +� +� +J +w+J OO I+O r7 LnJX tD w co JX opo Z r J z J U W W J Z U w Z Q -1 O Q - Q o Q o �0 0 0 _ = w r- = z r Q a' Q w Z z Q D w zLLJLLI D' LLJ x W (n � o W o w o un w >�F__ cn > F_ C) w OwOWZ � Z Z o O U U 360....... .............................................. .............................................................................. .360 . APPROXIMA T£ DESIGN GRADE . ABOVE SEWER MA/N. � . 358....... ........ .358 ...................................... .......................................... ........ ............... �APPPDX/MA TE DESIGN GRADE fF-( .h'7- 356356 ....... .............................................. ................................................................................. :356 ....... ....:...:...I ...:...:...:...:...:...:...:...:.. :.............:...:...:...:...:...:...:...:.. �..:...:...:...:...:...:...:...:...:.. 354..................N........................................II........................................�I:.................................... :354 N ..................I�.......................................II.......................................A .................................... 352:...:.....:...:...I�...:...:...:...:...:...:...:...:.. .............:.............................. :II. .:...:...:...:.......:...:.......... .352 41/ ..................................... ......I I................................. N,,. . I.I . ....4 � ................................ 350'... �� ... ... .. ... ... ... ... ... ..I. ..............................:............................. '350 '�yG .' : .:....' Jia. - so F\` .:.......:.......:...:...:...:...:...:.. ............................. y 348....... ........... ....... .9 v ................................. , % . 83 ............................ �:��!►�. 348 346'...'.. '...'-......I:�. `: ^.:...:.. ....................................... ...:...:...:...�..:.. :...:...:...:...:...:...:...:.. '346 INN : ... .. :. .. ... :. .11 .. .......:...:... .......... ... .. .: ........ 344:...:.. :...:...:.. — — — _ — — — — — — -- — = - — --��� ��,•...:...:...:...:...:...:...:...:.. 344 ktk- Ir 342.. CONSTRU 299;9± L.F. CONSTRUCT 299.9±. L.F. CONSTRUCT 250.9 L.f.± .. 8" Pb�G SEWERCSD •0:35%. :. .. .. 8" PVG SEWER 0 35%. .: . . . . . . . . . . •8. PVC -SEWER @• 0.35% . . . . . . 342 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............................................................................................................................:................. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 © INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT — s — INSTALL SEWER - - �}- - - INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE WITH NUMBER IN INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY N -Os - -- EXISTING SEWER - -- -N3- -- - EXISTING STORM DRAIN M EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. I X EXISTING OUTLET STRUCTURE I PER COB STD. D-11 X c RACIN R 000=347 17 — — 69 EXISTING GROUND � \30" INV SW -N= 344.00 EXIST. 48.15± L.F. 30" CL -1/R11 sj \AFI STORM DR NJ @ 2.76% STORM—DRAIN SECTION �':iim?a7-1I I INSTALL 17.19± L.F. 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN @ 0.12% 18" INV E= 18" INV W= Q 352.46 352.48 D STORM—DRAIN SECTION ��V NO SCALE �VL BZ_ 17' (4 votmt ) b,*4� PNASC *,2±31417,$ owl Fri D D A, AW Z� 'REVISIONS APPROVED: BL INE NEPTUNE DA R.C.E. 55102 (EXP. 6/30/14) MARIAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) } mwwck-,W cq N m qk m CD C4w co f\ J W) to Q = 6 to to tri N ti M W M M N Lo Co �w<n a II II 10, 6+ 4 N Of O a_ w z ' .' .' 51 Ix zo a 46 m+ 4 N ci �- 0 �I59 BOTTOM 8" SWR= II 350.09 Z II TOP 18" SD= I I 345.80 Z O -------- 1^I 1111 N -- u �zzzw W W W p 30" INVN-SW= /"%� o344.00�Y 18" INVS= 2G INSTALL 26± 344.05 L.F. 18" CLEXIST. 16± L.F. �� hog �� R.C.P. w/R.G.J. STORM -DRAIN @ 0.12% 30" CL -III R.C.P. w/R.G.J. U STORM -DRAIN @ 0.13% rQ STORM—DRAIN SECTION 5 NO SCALE 04 U)F- OOD F - Of 0 Q — 6 `" o M M >•- N a_�a_� W Q � � 3:r- SSS � Qr.� O_ Of (X� w 0 0 Z m m+ W MteF -w I INSTALL 17.19± L.F. 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN @ 0.12% 18" INV E= 18" INV W= Q 352.46 352.48 D STORM—DRAIN SECTION ��V NO SCALE �VL BZ_ 17' (4 votmt ) b,*4� PNASC *,2±31417,$ owl Fri D D A, AW Z� 'REVISIONS APPROVED: BL INE NEPTUNE DA R.C.E. 55102 (EXP. 6/30/14) MARIAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) } mwwck-,W m m m m Q Q 6 Q W a Z 0 0 Z U Z O N �zzzw W W W p ZEMga U L) U I 000� 0 Q — 6 a_�a_� W SSS =ww MteF -w W F I —1 ' ao O, . N CONSTRUCTION NOTES Q INSTALL SEWER MANHOLE CD Q INSTALL SEWER CLEANOUT J O — - sQ- — INSTALL SEWER N Q - - -�- - - INSTALL STORM DRAIN N W ® INSTALL STORM DRAIN MANHOLE WITH NUMBER vv INSTALL TYPE "A" CATCH -BASIN — - - — RIGHT-OF-WAY t!7 J O --- -fl- EXISTING SEWER .. .• -- - -Cb?- - - EXISTING STORM DRAIN >- O) EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION z S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. • TRACT 7222 EX CO TO m PHASE 2 Q 11 n Q D_ U Q STRUCTURE 20, � __ I_9X —W F- ``' O cn F_10- 1 I � I ' I C>C> > to 9+95.00 F- (D 8 ry of <C F_ U U O F- U I Z Q W JI`7 �r O O O W O W vi Jlf� J O O I--= oZ az Q Q 0) m +o +of rnV) rnLu Lu ul F -O O LO Z C X V) cd F- O U) p > 9 10 J N rr a0 O CD O W O W �jJ O J O ir)z ,nz N Q +o +rr N cn N W T— T— —r M w co ( O 04 cD c0 N 00 14 • ■ • ��' sr• A T— T— —r M w co ( O 04 cD c0 N 00 14 15 16 O - r - r 11 I 12 I 13 a N 04 N � 07 U Q = 2 1 OO w w rr O to N N M 24" M RCP a 2 3 4 5 rn cD rn p (0 NN rn cD LO O 04 cD N r M r M s- 14 15 16 a 2 3 4 5 rn rn J ,- LO M LO NO & 00 N M + Z* M O a. i + Z p ► c� O t+p N + J O t!7 J O . • .. .• 1 ^ O. >- O) z N :2 04 W N r- W w + W Q • EX CO TO m Tl P THIS SHEET Q 11 n U 2 20, � —W ``' = cn 1 I 11 I I C>C> 1 v LO 00 ry of U U U O I ro m + 00 N U X 'X _ Of mm w W 4 A -7 &^ .co -L) a 2 3 4 5 to LO N 00 LO M LO NO & 00 co M + Z* M O a. i + Z p ► c� O t+p N Ct 17+45.02 7 >> Ir X 00 LO "Os M r �9 �-1 PHASE 4 IMPROVEMENTS PHASE 3 IMPROVEMENTS BELLANDO STREET -N- INSTALL 234.5± L.F. INSTALL 263.2± L.F. HORIZONTAL: 1"=50' 24" RCP STORM DRAIN 0 0.11% 24" RCP STORM DRAIN 0 0.11% VERTICAL: 1"=2' 0) W WZ O 0'O 0' O� O<- d7 flfO0' NO co (n (n O W W F— W cp X c0 cp W F— W O N O Ori �� 6 N==F— N w� W N� 00 �W N WF—� 4-W (mW 0) W NW W +d �� + (nW (n + �...JO + (nW (!1 +J +J +J N --i N J r) �D' d Xz X d- �= d XZ X �� p)0 00 �O �O Q 3� r WZ W W �z W W Z Z Z Z Z Z w O fl J W O O < � Zp0 OF- O= p >O F - z cn :i :D z af C) w o (Wn �� wo Q �0 o' z W o_ Lj Q Q (n (n (n Li Q Z J W J ui 360........... ................................... ................. v .. .0 ..... .. .... .0 .......................... .........360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 1��90� . . . . . . . . . APPROXIMA7£ DESIGN GRADE . ABOVE SEWER, MAIN 358 ....:...:...:.. :...:...:...:...:.. :.. ;358 Af'PRbX/MA tE DES/GN Gl? dD� . WIF /� ; . . . . . . . . . . . -- ; — �� ' yy ; . . . . . ; ; ; ; . . . . . . . . . ABOVE SEWER MAlN �^ . '— . . 356 ............... .,, ......................y.......... ...................... �....................................... •356 :...:...;..................... ................ .....•........... ....;...;...;11 ;...;...:...:...;...:...:...:...;...:.. ;...; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354: ...:...:......:....... :...:...:....... :....... :... ....:....... :...:...:.. ....:...:...:11 ....................................... .......:354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................... ........................ ...................................................... ......... 352 ....:.......:.. :...:...:.......:...:...:...:... :...:.......:...:...:.. :...:...:...:�I.:...:...:...:...:...:...:...:...:...:.. :...:352 fl. ........ .................................... 350 ....:.......... :...:...:...:...:...:.......:... :...:.. :...:...:...:.. :...:...:...:II ��: ...................................... ........350 348:......'...:.. �� F...:...:...:. �4....... :. :.. :....� �� ��.....:...:...: ........ ....:348 3Z.F\\. . .. ........; .................................. .. . ....... 346: . .. : . . . : . .. :. . : : : . .. : . .. : . . . .. . . . : : : : CONSTRUCT 262.4 L;F.± : : 346 . � -8�' •PVC •SEWER @ 0.35% . .. .. . . . . . .. .. .. . INSTALL 244.5± L:F. 'INSTALL 153:1±L.F.' ; INSTALL 90.0±L.F. ' „ \Nv 8" PVC: SEWER 0 0.35% ; ; 8"; PVC SEWER ;0 0.35% ; 8" PVC SEWER •0 0.35% 2°r n 344.... y3-$ `................................. �4� �./ ...:...:...:...:...:...:...:...:...:...:344 W. :...:...:...:...:...:...:...:...:...:...:...:...:...:...:..3yy: :...:...:...:...:..� A.....:...:.......:,..:...:...:...:...:..............: 9+00 10+00 11+00 12+00+00 14+00 �' 15+00 16+00 17+00 18+00 u� M to LO N c0 LO M rn 00 It W U- Z* M O a. m + Z p C) •— ►J ' . • .. .• 1 4D O. z If• • EX CO TO E E REMOVED. Tl P THIS SHEET 11 I1 Wan @ 20, � Ct 17+45.02 7 >> Ir X 00 LO "Os M r �9 �-1 PHASE 4 IMPROVEMENTS PHASE 3 IMPROVEMENTS BELLANDO STREET -N- INSTALL 234.5± L.F. INSTALL 263.2± L.F. HORIZONTAL: 1"=50' 24" RCP STORM DRAIN 0 0.11% 24" RCP STORM DRAIN 0 0.11% VERTICAL: 1"=2' 0) W WZ O 0'O 0' O� O<- d7 flfO0' NO co (n (n O W W F— W cp X c0 cp W F— W O N O Ori �� 6 N==F— N w� W N� 00 �W N WF—� 4-W (mW 0) W NW W +d �� + (nW (n + �...JO + (nW (!1 +J +J +J N --i N J r) �D' d Xz X d- �= d XZ X �� p)0 00 �O �O Q 3� r WZ W W �z W W Z Z Z Z Z Z w O fl J W O O < � Zp0 OF- O= p >O F - z cn :i :D z af C) w o (Wn �� wo Q �0 o' z W o_ Lj Q Q (n (n (n Li Q Z J W J ui 360........... ................................... ................. v .. .0 ..... .. .... .0 .......................... .........360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 1��90� . . . . . . . . . APPROXIMA7£ DESIGN GRADE . ABOVE SEWER, MAIN 358 ....:...:...:.. :...:...:...:...:.. :.. ;358 Af'PRbX/MA tE DES/GN Gl? dD� . WIF /� ; . . . . . . . . . . . -- ; — �� ' yy ; . . . . . ; ; ; ; . . . . . . . . . ABOVE SEWER MAlN �^ . '— . . 356 ............... .,, ......................y.......... ...................... �....................................... •356 :...:...;..................... ................ .....•........... ....;...;...;11 ;...;...:...:...;...:...:...:...;...:.. ;...; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354: ...:...:......:....... :...:...:....... :....... :... ....:....... :...:...:.. ....:...:...:11 ....................................... .......:354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................... ........................ ...................................................... ......... 352 ....:.......:.. :...:...:.......:...:...:...:... :...:.......:...:...:.. :...:...:...:�I.:...:...:...:...:...:...:...:...:...:.. :...:352 fl. ........ .................................... 350 ....:.......... :...:...:...:...:...:.......:... :...:.. :...:...:...:.. :...:...:...:II ��: ...................................... ........350 348:......'...:.. �� F...:...:...:. �4....... :. :.. :....� �� ��.....:...:...: ........ ....:348 3Z.F\\. . .. ........; .................................. .. . ....... 346: . .. : . . . : . .. :. . : : : . .. : . .. : . . . .. . . . : : : : CONSTRUCT 262.4 L;F.± : : 346 . � -8�' •PVC •SEWER @ 0.35% . .. .. . . . . . .. .. .. . INSTALL 244.5± L:F. 'INSTALL 153:1±L.F.' ; INSTALL 90.0±L.F. ' „ \Nv 8" PVC: SEWER 0 0.35% ; ; 8"; PVC SEWER ;0 0.35% ; 8" PVC SEWER •0 0.35% 2°r n 344.... y3-$ `................................. �4� �./ ...:...:...:...:...:...:...:...:...:...:344 W. :...:...:...:...:...:...:...:...:...:...:...:...:...:...:..3yy: :...:...:...:...:..� A.....:...:.......:,..:...:...:...:...:..............: 9+00 10+00 11+00 12+00+00 14+00 �' 15+00 16+00 17+00 18+00 q 5'I SADDLE BOTTOM 8" SWR= 347.68 4 INSTALL 42± L.F. 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN 0 0.12%—J N STORM—DRAIN SECTION 6 NO SCALE X EXISTING OUTLET STRUCTURE PER COB STD. D-11 X d BASIN FLOOR=342.17 to Mlix O O O U7 LO N M p,� J JLL. Q a• M Zp m+ U EX GRND e -,!p iLINSTALL 43.60± L.F. INSTALL 37.8± L.F. 24" CL -III 24" CL -III R.C.P. w/R.G.J. R.C.P. w R.G.J. STORM -DRAIN 0 2.25% STORM -DRAIN 0 2.25% Q STORM—DRAIN SECTION 6 NO SCALE i p � SS'r�'A c!, J No 3 2 E -0-16 �- c1l G1V11- e� r OFC IItiP -Z PNA5E -11 c 7, 3 PAW , UNL7 RECORD DRAmivGa �.a---7;�- fk14 u� M to LO N c0 LO M rn 00 It W U- Z* M O a. m + Z p C) •— q 5'I SADDLE BOTTOM 8" SWR= 347.68 4 INSTALL 42± L.F. 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN 0 0.12%—J N STORM—DRAIN SECTION 6 NO SCALE X EXISTING OUTLET STRUCTURE PER COB STD. D-11 X d BASIN FLOOR=342.17 to Mlix O O O U7 LO N M p,� J JLL. Q a• M Zp m+ U EX GRND e -,!p iLINSTALL 43.60± L.F. INSTALL 37.8± L.F. 24" CL -III 24" CL -III R.C.P. w/R.G.J. R.C.P. w R.G.J. STORM -DRAIN 0 2.25% STORM -DRAIN 0 2.25% Q STORM—DRAIN SECTION 6 NO SCALE i p � SS'r�'A c!, J No 3 2 E -0-16 �- c1l G1V11- e� r OFC IItiP -Z PNA5E -11 c 7, 3 PAW , UNL7 RECORD DRAmivGa �.a---7;�- fk14 mQ« z 0 Wan sn � �mmm C>C> U U U m V U Of mm C a a (lw i S S S I I I I I I � t2 oI� CONSTRUCTION NOTES © INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT — -Os - — INSTALL SEWER -- - - - INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE WITH NUMBER O)'� INSTALL TYPE "A" CATCH -BASIN — - - RIGHT-OF-WAY g -}s - --- EXISTING SEWER U- U- - -- -�b�-- -- - EXISTING STORM DRAIN Q EXISTING EDGE OF PAVEMENT 17.51' SD STORM DRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. INSTALL 75.17± L.F. 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN 0 1.50% 18" INV S -E=/ 350.07 BOTTOM 18" SD= " SWR= BOTTOM 18" SD= 348.83 18" INV W= 348.94 0`�TL 18" INy S -E= 348.39 .SWRZ/ 346.78 rM_"� STORM—DRAIN SECTION NO SCALE _N_ HORIZONTAL: 1"=50' w O 0 Ln 0 O rn rn TRACT 7222 PHASE 5 PHASE 5 IMPROVEMENTS EDERIA WAY O w Qw _j_ Q!�GO wW a- W cd d- M � '— a- CO ~ Ir VERTICAL: 1 "=2' o INSTALL 148.8± L.F. L6 o � + z � X 24" RCP SD @ 0.09% 0)Q uj rn + r7 W w 00 Ln w (0 d- d _JX co z W I r 7 00 O N� p M� w + N p W Q � W rn wr +J It +J W +~ W 3: bi t-1) � O �+ w z �� O�O Q Q XQ I - w 0Q z W O W _'5iO Q 0 � H Ffy — 70 U Of Ul O U O �� z W Li bi Ld UJz w OfO cWn w �p U (n U J 360............................................................ ..................... .... ......360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358........:...:..:...:...:...:...:...:...:...:...:...:...:...:...:.. :...:...:...:...: T :...:358 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROX/A4A TE DES/GN GRADE. . . A. B.OW SEtyER .MAIN ,AL ........... li . • '356 :...:...:...:.. :...:...:...:...:...:...:...:...:...:...:...:...:may: ..................... ...... 354 ........ :... :.......... .................... :I� ....: .....354 352.............. ...... .................................. ....................;I.).. -.352 ........:...:.....:...:...:...:...:...:...:...:...:...:.......:....II :........... :....... I.I :...: .:...: 350............:.....:...:...:...:...:...:...:...:...:...:...:...:...:I.I. :...:...:............,., ....: .:....350 •II ..... ......................................................... .. q8'�\N SADDLE PER .... ..... . 348 :...:...:...:.. :... ' .. . I 1 2 :24•� ..................................... I.I... ................ ...348 348, z6 �' W, : ............... 6) ............ ................ ........... ` .. : 346 :.......:...:.. 's `......:...:...:...:...:...:...:...:...:...:...,, 9; ...:...: ��' .. '346 bt 344 :...:...:...:.. :...:...:.. .344 .. . . .. 1NSTAL'L' ; .. ; INSTALL 337.0± L,F. EXISTING. 148.78± L.F. : 55.0± L.F. 8" PVC' SEWER C. . . . . ' 8" PVC SEWER 0 0.25% 8 PVC ' ............ .... ...............SEWER......... @ ;0.35% 342............:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 N w J O z Q w w TRACT 7222 PHASE 6 6 co k \ i O 7 / 8� PHASE 6 IMPROVEMENTS EDERIA WAYHORIZONTAL: 1"=50 - VERTICAL: 1"=2' � (,0'--, CO Of m — I�X N O� 117 w r7Ld + N + + J � N� LO � O W Q J O z w tr z Q O ::> I- w of Z � I W W 360 ............. U'...... '. ........................................... 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . APPROMVA TE DESIGN GRADE ` . . . . . . . . c9y0. . . . . . . . . . . • ABODE SEINER MAN 358 :...:...:...: :.... '...,_ ��.^^:.......: 8 ............ . 101 • xp 356 ........ :...:..:................... '.. .......... II : �.�.�� ............. li ......: e,z•�?-�� 354 ............. ........................................ ..........354VP&Sc 352:...:....... :...: :...:...:...:...:...:...:...: ti4 No. ........ .I.I........... ................... ..... xP• -16 350 ............ I ....... .............................. ..... • 3 ............:I.I :...:...: 348 ' ... " .......:i.I :...: .........:...:...:. :...:...: 348 PNA5r*,2,3,9,7, 346:...:...:...' :.�� :...:.................�.. ... ..... •3E . i. .............. ................. ... ... EXISTING 8" SEWER . OFGA�F. 344' ...:...:...:...:...: .:...:....344 l� •�� Nay CONSTRUCT 199.4 L.F ± ' : .. : .: : .. : .. : : :. .8" - PVC SEWER VCS? 0.35 .. :. : .. : R E C R AVS' N 342:...:...:...'...:. :...:...:...:...:...........:. -...:...:...:342 14+00 15+00 16+00 17+0 18+00 rn O M M F- 0 � Q d - O z 00 U OO It z u- J W U 00 30� w m O N v N w W Y Q m N to q- 'Q LO J W M to LO to c O)'� (0M -J J g I Oi U- U- � � mN Q ow 17.51' N V) z 0 dNw , 5.35 cm 15.35' c/) z ots I � I INSTALL 75.17± L.F. 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN 0 1.50% 18" INV S -E=/ 350.07 BOTTOM 18" SD= " SWR= BOTTOM 18" SD= 348.83 18" INV W= 348.94 0`�TL 18" INy S -E= 348.39 .SWRZ/ 346.78 rM_"� STORM—DRAIN SECTION NO SCALE _N_ HORIZONTAL: 1"=50' w O 0 Ln 0 O rn rn TRACT 7222 PHASE 5 PHASE 5 IMPROVEMENTS EDERIA WAY O w Qw _j_ Q!�GO wW a- W cd d- M � '— a- CO ~ Ir VERTICAL: 1 "=2' o INSTALL 148.8± L.F. L6 o � + z � X 24" RCP SD @ 0.09% 0)Q uj rn + r7 W w 00 Ln w (0 d- d _JX co z W I r 7 00 O N� p M� w + N p W Q � W rn wr +J It +J W +~ W 3: bi t-1) � O �+ w z �� O�O Q Q XQ I - w 0Q z W O W _'5iO Q 0 � H Ffy — 70 U Of Ul O U O �� z W Li bi Ld UJz w OfO cWn w �p U (n U J 360............................................................ ..................... .... ......360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358........:...:..:...:...:...:...:...:...:...:...:...:...:...:...:.. :...:...:...:...: T :...:358 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROX/A4A TE DES/GN GRADE. . . A. B.OW SEtyER .MAIN ,AL ........... li . • '356 :...:...:...:.. :...:...:...:...:...:...:...:...:...:...:...:...:may: ..................... ...... 354 ........ :... :.......... .................... :I� ....: .....354 352.............. ...... .................................. ....................;I.).. -.352 ........:...:.....:...:...:...:...:...:...:...:...:...:.......:....II :........... :....... I.I :...: .:...: 350............:.....:...:...:...:...:...:...:...:...:...:...:...:...:I.I. :...:...:............,., ....: .:....350 •II ..... ......................................................... .. q8'�\N SADDLE PER .... ..... . 348 :...:...:...:.. :... ' .. . I 1 2 :24•� ..................................... I.I... ................ ...348 348, z6 �' W, : ............... 6) ............ ................ ........... ` .. : 346 :.......:...:.. 's `......:...:...:...:...:...:...:...:...:...:...,, 9; ...:...: ��' .. '346 bt 344 :...:...:...:.. :...:...:.. .344 .. . . .. 1NSTAL'L' ; .. ; INSTALL 337.0± L,F. EXISTING. 148.78± L.F. : 55.0± L.F. 8" PVC' SEWER C. . . . . ' 8" PVC SEWER 0 0.25% 8 PVC ' ............ .... ...............SEWER......... @ ;0.35% 342............:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 N w J O z Q w w TRACT 7222 PHASE 6 6 co k \ i O 7 / 8� PHASE 6 IMPROVEMENTS EDERIA WAYHORIZONTAL: 1"=50 - VERTICAL: 1"=2' � (,0'--, CO Of m — I�X N O� 117 w r7Ld + N + + J � N� LO � O W Q J O z w tr z Q O ::> I- w of Z � I W W 360 ............. U'...... '. ........................................... 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . APPROMVA TE DESIGN GRADE ` . . . . . . . . c9y0. . . . . . . . . . . • ABODE SEINER MAN 358 :...:...:...: :.... '...,_ ��.^^:.......: 8 ............ . 101 • xp 356 ........ :...:..:................... '.. .......... II : �.�.�� ............. li ......: e,z•�?-�� 354 ............. ........................................ ..........354VP&Sc 352:...:....... :...: :...:...:...:...:...:...:...: ti4 No. ........ .I.I........... ................... ..... xP• -16 350 ............ I ....... .............................. ..... • 3 ............:I.I :...:...: 348 ' ... " .......:i.I :...: .........:...:...:. :...:...: 348 PNA5r*,2,3,9,7, 346:...:...:...' :.�� :...:.................�.. ... ..... •3E . i. .............. ................. ... ... EXISTING 8" SEWER . OFGA�F. 344' ...:...:...:...:...: .:...:....344 l� •�� Nay CONSTRUCT 199.4 L.F ± ' : .. : .: : .. : .. : : :. .8" - PVC SEWER VCS? 0.35 .. :. : .. : R E C R AVS' N 342:...:...:...'...:. :...:...:...:...:...........:. -...:...:...:342 14+00 15+00 16+00 17+0 18+00 rn O M M F- 0 � Q d - O z 00 U OO It z u- J W U 00 30� w m O N v N w W Y Q m z mmm 'Q Ai� J W M Z c — ci U)", I Q � � = Q a. 0 z mmm 'Q 00 J � M Z c — W U)", Q � � = Q a. V) W dNw cm c/) z ots t**ft JX ill—t 0 ; W< 0 1- �W V/ � w�n�n�n W W W mgm Ua L) U O O 8 V G � V w w a w a Wa N I! N w w w eel 0::10::1 M .M-. d• I ac cy) 1 I rn z 'Q 00 J � Z c — W U)", Q � � = Q a. W dNw cm c/) cm ots t**ft JX ill—t 0 ; W< 1- �W V/ � CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT I Lu INSTALL SEWER - - -0-0 - - - INSTALL STORM DRAIN �i INSTALL STORM DRAIN MANHOLE WITH NUMBER v�v INSTALL TYPE "A" CATCH -BASIN - - — RIGHT-OF-WAY - sO- — EXISTING SEWER - -- - Pte- - - EXISTING STORM DRAIN ih I/L EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION _ Of in 00 N O co)t O W N `" o x oz n- W O Z N �a W in rn-4 + ry ~ rnw Luco4c ui to 6 Li V) Q bb r 5 k N L N 9-A 9S n ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. O X . W O NO co N O J Q Z w Q = Of ry LLJ w w �- W U) I 3 2 11111bb - E C 0 TO BE C EMOVED 20' w 11 • •wi�1'51 1 20' O N 06 O • ` , z 6 O r I Lu TYP THI 3 SHEET � 20' I 1 2 3 0 0 � N 0 � NI 0 O 0 00 U) Q W .- UOQ i C� + ++ _ 00 co)t N `- N 5.-0-4 x N n- W co N W in rn-4 • •wi�1'51 1 20' O N 06 O • ` , /N - - 20' 20' C5 + 1� 11 12 13 14 � 1 E) 0 1 I I r PHASE 8 IMPROVEMENTS N 0 FA rnQ rnm N m O Z I- I_ = O Q N = co U ;t:2 00 FUPHISTO PLACE - N- NU ro 1'0 INSTALL 52.75± L.F. INSTALL 42.75± L.F. 18" PVC SEWER 0 0.11% _ 18" PVC SEWER @ 0.12% C)X OU) (nO OW %t t0 O OOfZ HORIZONTAL: 1"=50' r o co o N `\' O w VERTICAL: 1"=2p rn o + z '�� + Lu + Fn + 01- O r7 Q d = N m r J_ m r W fr z O z Q = = Q = z LL.Q ry Q o a w v ( v w w co w 360.............................................................. ..... ........... ........360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358............................................................. .....: ....: . .......'358 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 356: ... ............................................. .:...: :...: . ...:...:356 59 '��. . . . . . . . . . . . . . . . . . . . . AP.PRG)(/M.ATE.DES(GN GRADE . . . . . . . . . . . . ,A80VE SEWER VA //V 354: ...:...:...:..:.....................................�:.... ...... .......... .......:354 :...:...:...:..:...:...:...:...:...:...:...:...:...:...:. :...:� . ........ 352..................:...:...:...:...:...:...:...:...:...:...:. .:........: . ........352 ............:..................................: ......Il ...:..-: 350:...:...:...:.....:...:...:...:...:...:...:...:...:...:...: .... ..... ...:...:350 ........................... :...:...:...:...:...:...:...:...: ....:I1 :...: ...:...: 348°�...... ... .... ��%y`....... 348 ........ :...:. ... ... ... ... .. ..:�� ..5� :... ... I ..: �y. �\F� 346 :...:...:...:.. %....................:. .......... ...:... �-v N y�. 3 344 .... . .. . L ��. ry\ • :344 :.......:..:...:...:...:...:...:...:...:...:...:...:...:. .. ��... ...:... . . . . . . . . . . . . . . . . . . . . . . _...:...:..:..:...:...:...:...:...:...:...:...:...:...: .INSTALL 342: . . . : ...: .. . :. .. .. .. . . . . .. . . . . . . .. . •INSTALL 335.0± L;F. .. . . . . .. .. .. .. . . . 71.16± :L.F. . . . :. . . • 8"• PVC• SEWER -0 0.35% • 8 • PVG SEWER• :342 9+00 10+00 11+00 12+00 13+00 @ 0.35% 14+00 z 6 O i I Lu Lo 00 ui M � 20' I 1 2 3 Z N 0 w 0 O O Z c` Q W .- UOQ Q 1= (f) ZL, _ ry co)t ww 5.-0-4 a� N n- W co N Cl) in rn-4 O ~ O Luco4c ui to 20' L6 Q bb r - EX C.O. TO BE REMOVED. Lo N W 10, — m TYP THIS SHEET 0 `.n a V 0 N X w 00 N 00 �ZEmm mmm 18" U) i X13 UQ = co13 H 000 oo /N - - 20' 20' C5 + 1� 11 12 13 14 � 1 E) 0 1 I I r PHASE 8 IMPROVEMENTS N 0 FA rnQ rnm N m O Z I- I_ = O Q N = co U ;t:2 00 FUPHISTO PLACE - N- NU ro 1'0 INSTALL 52.75± L.F. INSTALL 42.75± L.F. 18" PVC SEWER 0 0.11% _ 18" PVC SEWER @ 0.12% C)X OU) (nO OW %t t0 O OOfZ HORIZONTAL: 1"=50' r o co o N `\' O w VERTICAL: 1"=2p rn o + z '�� + Lu + Fn + 01- O r7 Q d = N m r J_ m r W fr z O z Q = = Q = z LL.Q ry Q o a w v ( v w w co w 360.............................................................. ..... ........... ........360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358............................................................. .....: ....: . .......'358 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 356: ... ............................................. .:...: :...: . ...:...:356 59 '��. . . . . . . . . . . . . . . . . . . . . AP.PRG)(/M.ATE.DES(GN GRADE . . . . . . . . . . . . ,A80VE SEWER VA //V 354: ...:...:...:..:.....................................�:.... ...... .......... .......:354 :...:...:...:..:...:...:...:...:...:...:...:...:...:...:. :...:� . ........ 352..................:...:...:...:...:...:...:...:...:...:...:. .:........: . ........352 ............:..................................: ......Il ...:..-: 350:...:...:...:.....:...:...:...:...:...:...:...:...:...:...: .... ..... ...:...:350 ........................... :...:...:...:...:...:...:...:...: ....:I1 :...: ...:...: 348°�...... ... .... ��%y`....... 348 ........ :...:. ... ... ... ... .. ..:�� ..5� :... ... I ..: �y. �\F� 346 :...:...:...:.. %....................:. .......... ...:... �-v N y�. 3 344 .... . .. . L ��. ry\ • :344 :.......:..:...:...:...:...:...:...:...:...:...:...:...:. .. ��... ...:... . . . . . . . . . . . . . . . . . . . . . . _...:...:..:..:...:...:...:...:...:...:...:...:...:...: .INSTALL 342: . . . : ...: .. . :. .. .. .. . . . . .. . . . . . . .. . •INSTALL 335.0± L;F. .. . . . . .. .. .. .. . . . 71.16± :L.F. . . . :. . . • 8"• PVC• SEWER -0 0.35% • 8 • PVG SEWER• :342 9+00 10+00 11+00 12+00 13+00 @ 0.35% 14+00 16_ z 6 4 i I Lu Lo 00 ui M � 20' I 1 2 3 Z N 0 0 0 O O Z c` N .- UOQ Q Lo ZL, _ 00 co)t M 15 5.-0-4 a� N 8" SWR NaN co N Cl) in rn-4 O ~ O Luco4c ui to L6 Q 0 O w Lo N W 10, — m m 1 i 0 15 14 16_ 6 4 5 Lo 00 ui M L0 f.. to + O Z N so 0 0 O O Z c` .- UOQ Q Q ZL, _ 00 a� to = a co N 16_ PHASE 7 IMPROVEMENTS PHISTO PLACE 25" t i `r0. >> I +30 04 � I � I t1 D O I 10 , -N- HORIZONTAL: 1"=50' o ,� VERTICAL: 1"=2' X N W O N W 3: O 4k c0 O w n w N + ( O z z a O (A = x z w << ui � O w w w z_ 3: 1 Lu w 360..... .......................................... ................... ...........360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358:...: :...:.......................................... ...1., :...:...:358 • APPPDXIMA TE DES/GN GRADE . . . . . . . . . ABOVE SEWER AAA. . 356:.... ...:...........:%'".:...:...:...:...:...:...:...: :...:...:356 j 354:...: :...:.................................:...:...:....... .......• 354 352....A ..,...:..............:...:...:...:...:...:...:...:........... ......:...:352 350 .... 'Il....... ............................ :...:...:...:...:........... :...:...:350 348:...:j�..:. �� .....:...:...:...:...:...:...:...:...:...:...:...:... .........:348 �a• :...'II..�....... ...................... .:...:...: 346:...:1.1 .. ...:...:...:.......:...:...:...:...:..�a. ..:........ .... L.. .. ......:...:...:...:...:...:...:...:...:...:...:...: ..: .:...:...: 344:...:. :...:.......... :...:...:...:... :... :... :...:...:...:........... :...:...:344 CONSTRUCT 328.8 L.F.± EXISTING 8" SEWER : : 8 PVC SEWER ® 0.35% . . . . . . . . . . . . . . . . . . . . . 342* ..*342 13+00 14+00 15+00 16+00 17+00 18+00 IF ,1 o. rt P. CN 6A 17- l4 ffe DN L7 Z16 101K -r Pt44,56 4►2,3►N,7,B FIS ORD DWAIVING INSTALL 42± L.F. J4b.J1 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN 0 0.12% N STORM -DRAIN SECTION �,V NO SCALE Ii e IF INSTALL 42± L.F. " SWR= 348.75 18" CL -III R.C.P. w/R.G.J. 4 STORM -DRAIN 0 0.12% 0 STORM -DRAIN SECTION g NO SCALE J co N od- NO � O Lo 00 ui M Lo O f.. to + N Z N so 13 12 �1 PHASE 7 IMPROVEMENTS PHISTO PLACE 25" t i `r0. >> I +30 04 � I � I t1 D O I 10 , -N- HORIZONTAL: 1"=50' o ,� VERTICAL: 1"=2' X N W O N W 3: O 4k c0 O w n w N + ( O z z a O (A = x z w << ui � O w w w z_ 3: 1 Lu w 360..... .......................................... ................... ...........360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358:...: :...:.......................................... ...1., :...:...:358 • APPPDXIMA TE DES/GN GRADE . . . . . . . . . ABOVE SEWER AAA. . 356:.... ...:...........:%'".:...:...:...:...:...:...:...: :...:...:356 j 354:...: :...:.................................:...:...:....... .......• 354 352....A ..,...:..............:...:...:...:...:...:...:...:........... ......:...:352 350 .... 'Il....... ............................ :...:...:...:...:........... :...:...:350 348:...:j�..:. �� .....:...:...:...:...:...:...:...:...:...:...:...:... .........:348 �a• :...'II..�....... ...................... .:...:...: 346:...:1.1 .. ...:...:...:.......:...:...:...:...:..�a. ..:........ .... L.. .. ......:...:...:...:...:...:...:...:...:...:...:...: ..: .:...:...: 344:...:. :...:.......... :...:...:...:... :... :... :...:...:...:........... :...:...:344 CONSTRUCT 328.8 L.F.± EXISTING 8" SEWER : : 8 PVC SEWER ® 0.35% . . . . . . . . . . . . . . . . . . . . . 342* ..*342 13+00 14+00 15+00 16+00 17+00 18+00 IF ,1 o. rt P. CN 6A 17- l4 ffe DN L7 Z16 101K -r Pt44,56 4►2,3►N,7,B FIS ORD DWAIVING INSTALL 42± L.F. J4b.J1 18" CL -III R.C.P. w/R.G.J. STORM -DRAIN 0 0.12% N STORM -DRAIN SECTION �,V NO SCALE Ii e IF INSTALL 42± L.F. " SWR= 348.75 18" CL -III R.C.P. w/R.G.J. 4 STORM -DRAIN 0 0.12% 0 STORM -DRAIN SECTION g NO SCALE J co N �,�,-_� ;-�_ rkI -ki Z CD co O M � M h- CD � O p N Z N so -p W O Z c` .- UOQ Q Q ZL, _ W U M N = a co N Cl) in ots ~ Luco4c co Q 0 O w N W 10, — m m m �,�,-_� ;-�_ rkI -ki Z Q co J � mQQ6 Z c/) W acf) Q Q Q N = a N Cl) z ots ~ W Q 0 W 10, — w`p'p'p �ZEmm mmm oo C� U U m m pmp C� U U W W W N N N S S S a --w � M t �,�,-_� ;-�_ rkI -ki Z Q co J � r Z c/) W acf) Q Q Q N = a N Cl) N ots ~ W Q W 10, — Wco m O X O W Ln O N + N O zttz W J O Z Q w w U) I EX 8" SWR 00 24" RCP TRACT 7222 PHASE 5 TRACT 7222 PHASE 6 T >_r-- --QF__ 344.44 K < F__ �,V = 3:w w LLI o Q _ O = (f) o z W Ln < w rn + 30" INV W= ww O O U) r U) + TRACT 7222 PHASE 6 T PHASES 1,2,3,5 IMPROVEMENTS HEIBRA WAY W J O z Q TRACT 7222 w W PHASE 1 N + • --I x �I N IIA � � I EX 8" SWR 19+ fi v HORIZONTAL: 1"=50' VERTICAL- 1'=2' N to 344.44 K w �,V = I� (6 w z ct o X W N Ex .6 6 L STORM- -DRAIN Q In Q� 0^ x x W O 0 w 5-� 30" INV W= o 0 2 V) O om r o + = O w O + n � Ew oZ O N C� Q w C:)= Q to 0- U) 0:2 w - - -�3- - - EXISTING STORM DRAIN r rn0 STORM DRAIN STATION O S - � w J RECORD DoRAs,ARNG ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER z ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER LiO (COVER AT THE PROPERTY LINE. Q w z :2 O U) Q Lu TRACT 7222 Lu TRACT 7222 PHASE 3 cn PHASE 2 ' ' W� II � 2I 29 T Oo EX CO TO BE REMOVED. Ni o TYP THIS SHEET f b C14 w C0 12 EX 8" SWR EX 8" SWR 14 -- ____ _ . _�_ _ _ _ 15 16+00 ____ _ _ 8 SWR 1 0- - - 24 18 RCP -2'f' -RCP -` -- ( RC 24 - - N O - N 8" RC N N CID a, 9' 29 = rn tN0 w w w O x W , Q x w , J ~ F- J 0 0 w 0 z vi < O� O = C) in 0 z N Q N:�i O O= 0Z O O= 0Z O _ 00Z +z L6< 0< I�cQ ij0 L LLl L Q Q (0 0 w m PHASES 1,2,3,5 IMPROVEMENTS HEIBRA WAY W J O z Q TRACT 7222 w W PHASE 1 N + • --I x �I N IIA � � I EX 8" SWR 19+ fi v HORIZONTAL: 1"=50' VERTICAL- 1'=2' INSTALL 17.0± L.F. INSTALL 335.0± L.F. (11.0' RIGHT OF HEIBRA WAY CL) 18" RCP SD EXISTING 52.81± L.F. 24" RCP STORM DRAIN ®0.259; 0 1.10% 21" RCP INSTALL 310.0± L.F. EXISTING 272.9± L.F. SD � 0.61 % o � o X 24" RCP STORM DRAIN Q 1.10% " EXISTING 257.2± L.F. o x o O x 24 RCP STORM DRAIN C� 0.08% f- Q O r. 21 RCP STORM DRAIN 0 0.609' Ln ,ri 0 w o 0 w ABANDONED IN PLACE of x of r- o x 00 x o o w rn w O � vi w CV w w r �'� 0 x O x + J + N rn a, o o N O PLUGGED AT BOTH ENDS �" o o ¢ v ,ri w ,. w z rn0 O N r7= r� M r0 tom O +r- O+L p 0 z f Z ui O J � J O O O co zuz cn U) Z J w W O O Q O J -1 _ = o = �= �� 0 = 0 0 ON 0 Z z z Z O = Z = o Q Q Q +Q +0 Z Q Z z O 0 ul g + J w � 0 N 0 rn a w 360 cn w w 3. :...:...:...:...:...:...:...:...:...:...:...........bi ................................... . ............................................. �' ...360 358 ATE 'E / N s�y\\ - - ��� \ ABO Vf- 4 �i CRAOE. . . . . . . O SEWER MAIN' 3 5 8 -...:...: ;...;...: ..:...:...: ..:...:...:...:.. ...... ...... ........................... ..: 356 :...:...:...:.. �' ; it ; r - ...:..................................... ..... ...........................:...:.....11 ..: ..:356 :.......:................... IIS...:...:........ 11 354...;...;...;.. II..;...;...;...............:...;..............II:...:...:...:...:...:...:...:...:.. II..:.....:...:...:...:......:...' II II' - - - - - ; ; ...:... ; .. ��. ... ...354 352 ............... II. I1..:...:...;...;...;...;...:...;...:..�I; .....;...:...;...;...;...;...;...;...;...;.. ;.....;...........:...:...........:...:..��'��..: . .I� .. . . . . . . . . . . . II ' i 1 I II I 1 •) I - I14 I . . . . . . . . . . . . . . . . . .82 350 . .. . . . . .: : .. I .. . . .. . I I : I : �Nv N W, 11.1 i350 ;...:...:...,......:...:...:...:... ... ...;...;...:...:...:...;... y � 1 ..� ...........;...............:...:.'tip.: ..:...:350 ' 1 . . . . . . . . . . 8y . J , a. 348 ' ... ' ... ' . '��� 11. ' ...:... ' Gty� ��, � ' ___._ : -- - -r- _" ; --� ,y0. � - :- r -- •- : 5' ; - \� 6 -------------------.- _ 348 346 s I I fill NOTE: 24" RCP ABANDrONED 1N .. ... 2�:.. ; .. ; 1 .. ,$ .\ .... ......: �.--...... ......:346 9 PLACE.- _ . . . . . .. .. . . . Q �, 'S MIX'DESIGN FOR *FLOWABLE FILL TO• tiL 1S"�y.(o �-- . . . . . . SUBMITTED BE - . '+j; ;... ;TO•ENGI�IEERPRIOR•TOWORKJyy��..:...........:......................... ...' 344 :...:...:...:..:...:...:...:...:...:...:...:...:...;•�•\�� z zG.;...:...:...:...:...;...;...;..._•••��. . �ti:...,�y...._...........:...:...:...:...:.. :...:...:344 L 0. . * . �, • r pyo`• L . y • ............ 0 .....;...;...;...;...;...;...;...;...;.�yv`°• :w.rn��................................:.^�°..n,`'y.� �...: 6�. %..:...:...:...:...:...' 342: 'EXISTING 290.0± C.F. M . 1=XISTING 310.0± .... .. .. .. . 0.28% .. . . .. .. .. .. .. .. .. .. .. .. L.F. EXISTING 2 0.0± L.F.. . . .. . . . . .. . • 8 PVC SEWER •C� .B -PVC -SEWER- @• 0.25% ......... .. ... .. ........... . " 8 PVC SEWER- x•0257• -342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ' 17+00 18+00 19+00 N to 344.44 K w �,V = I� (6 w z ct M 1%j N Ex .6 6 L STORM- -DRAIN SECTION°� . Q� 15.5' I x W O 0 w 5-� 30" INV W= o 0 2 V) O w om r o ld- = W O N � Ew oZ O Q r7 +� C� Q w to Q °' 0- U) 0:2 - - -�3- - - EXISTING STORM DRAIN EXISTING EDGE OF PAVEMEN rn0 STORM DRAIN STATION S - (n INSTALL 17.0± L.F. INSTALL 335.0± L.F. (11.0' RIGHT OF HEIBRA WAY CL) 18" RCP SD EXISTING 52.81± L.F. 24" RCP STORM DRAIN ®0.259; 0 1.10% 21" RCP INSTALL 310.0± L.F. EXISTING 272.9± L.F. SD � 0.61 % o � o X 24" RCP STORM DRAIN Q 1.10% " EXISTING 257.2± L.F. o x o O x 24 RCP STORM DRAIN C� 0.08% f- Q O r. 21 RCP STORM DRAIN 0 0.609' Ln ,ri 0 w o 0 w ABANDONED IN PLACE of x of r- o x 00 x o o w rn w O � vi w CV w w r �'� 0 x O x + J + N rn a, o o N O PLUGGED AT BOTH ENDS �" o o ¢ v ,ri w ,. w z rn0 O N r7= r� M r0 tom O +r- O+L p 0 z f Z ui O J � J O O O co zuz cn U) Z J w W O O Q O J -1 _ = o = �= �� 0 = 0 0 ON 0 Z z z Z O = Z = o Q Q Q +Q +0 Z Q Z z O 0 ul g + J w � 0 N 0 rn a w 360 cn w w 3. :...:...:...:...:...:...:...:...:...:...:...........bi ................................... . ............................................. �' ...360 358 ATE 'E / N s�y\\ - - ��� \ ABO Vf- 4 �i CRAOE. . . . . . . O SEWER MAIN' 3 5 8 -...:...: ;...;...: ..:...:...: ..:...:...:...:.. ...... ...... ........................... ..: 356 :...:...:...:.. �' ; it ; r - ...:..................................... ..... ...........................:...:.....11 ..: ..:356 :.......:................... IIS...:...:........ 11 354...;...;...;.. II..;...;...;...............:...;..............II:...:...:...:...:...:...:...:...:.. II..:.....:...:...:...:......:...' II II' - - - - - ; ; ...:... ; .. ��. ... ...354 352 ............... II. I1..:...:...;...;...;...;...:...;...:..�I; .....;...:...;...;...;...;...;...;...;...;.. ;.....;...........:...:...........:...:..��'��..: . .I� .. . . . . . . . . . . . II ' i 1 I II I 1 •) I - I14 I . . . . . . . . . . . . . . . . . .82 350 . .. . . . . .: : .. I .. . . .. . I I : I : �Nv N W, 11.1 i350 ;...:...:...,......:...:...:...:... ... ...;...;...:...:...:...;... y � 1 ..� ...........;...............:...:.'tip.: ..:...:350 ' 1 . . . . . . . . . . 8y . J , a. 348 ' ... ' ... ' . '��� 11. ' ...:... ' Gty� ��, � ' ___._ : -- - -r- _" ; --� ,y0. � - :- r -- •- : 5' ; - \� 6 -------------------.- _ 348 346 s I I fill NOTE: 24" RCP ABANDrONED 1N .. ... 2�:.. ; .. ; 1 .. ,$ .\ .... ......: �.--...... ......:346 9 PLACE.- _ . . . . . .. .. . . . Q �, 'S MIX'DESIGN FOR *FLOWABLE FILL TO• tiL 1S"�y.(o �-- . . . . . . SUBMITTED BE - . '+j; ;... ;TO•ENGI�IEERPRIOR•TOWORKJyy��..:...........:......................... ...' 344 :...:...:...:..:...:...:...:...:...:...:...:...:...;•�•\�� z zG.;...:...:...:...:...;...;...;..._•••��. . �ti:...,�y...._...........:...:...:...:...:.. :...:...:344 L 0. . * . �, • r pyo`• L . y • ............ 0 .....;...;...;...;...;...;...;...;...;.�yv`°• :w.rn��................................:.^�°..n,`'y.� �...: 6�. %..:...:...:...:...:...' 342: 'EXISTING 290.0± C.F. M . 1=XISTING 310.0± .... .. .. .. . 0.28% .. . . .. .. .. .. .. .. .. .. .. .. L.F. EXISTING 2 0.0± L.F.. . . .. . . . . .. . • 8 PVC SEWER •C� .B -PVC -SEWER- @• 0.25% ......... .. ... .. ........... . " 8 PVC SEWER- x•0257• -342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ' 17+00 18+00 19+00 INSTALL 17.19± L.F. 18" CL -III R.C.P. W/R.G.J. STORM -DRAIN 0 0.12% 18" INV E= L18 -INV S -W= .0 21" INV N -S= 345 2 345.04 345.02 H STO RM -DRAIN SECTION Ng _NOS CALE = M Lo N r II M I a o.. � 5 Z I",I w °�c+n I ! INSTALL I41.75± L.F. 18" CL -III R-C.P. wj/R.G.J. STORM -DRAIN 0 1.397. 24" INV N= 344.66 18" INV S -W 351.39 351.97 21INV S= N to 344.44 K (10 �,V = I� (6 N � M 1%j N Ex .6 6 L STORM- -DRAIN SECTION°� . I 15.5' I I I ' �---�- 7--5' 24" INV E_ W 5-� 30" INV W= o 0 2 344.44 I I �. ,.�.... ,.. om r fl- U 24" INV N -S= 350.11 �! .,._ . INSTALL 17.19± L.F. 18" CL -III R.C.P. W/R.G.J. STORM -DRAIN 0 0.12% 18" INV E= L18 -INV S -W= .0 21" INV N -S= 345 2 345.04 345.02 H STO RM -DRAIN SECTION Ng _NOS CALE = M Lo N r II M I a o.. � 5 Z I",I w °�c+n I ! INSTALL I41.75± L.F. 18" CL -III R-C.P. wj/R.G.J. STORM -DRAIN 0 1.397. 24" INV N= 344.66 18" INV S -W 351.39 351.97 21INV S= 344.66 344.44 K STORM -DRAIN SECTION �,V NO SCALE N qk N Ex .6 6 L STORM- -DRAIN SECTION°� . 3.5' -� I I ' �---�- 7--5' 24" INV E_ 349.95 CONSTRUCTION NOTES Sl� 30" INV W= (� 344.44 I I �. ,.�.... ,.. 349.99 REVISIONS APPROVED: BL E NEPTUNE R.C.E. 55102 (EXP. 6/30/14) A IAN P. SHAW R.C•E. 32178 (EXP. 12/31/14) OFF - 2, 3.1 DATE 24 NV S=j 21 INV N= . 344.44 344 .44 " No. 33 ` T. -XP. -3. N Ex .6 6 L STORM- -DRAIN SECTION°� . g NO SCALE �� c, ,r %` qr�0� CAU�� CONSTRUCTION NOTES Sl� O INSTALL SEWER MANHOLE PNASF- tj213,`/, 7, 8 © INSTALL SEWER CLEANOUT fl- - INSTALL SEWER INSTALL STORM DRAIN �! .,._ . ® INSTALL STORM DRAIN MANHOLE WITH NUMBER ' INSTALL TYPE 'A' CATCH -BASIN " Sr -22 - - - - RIGHT-OF-WAY - -OO - - EXISTING SEWER - - -�3- - - EXISTING STORM DRAIN EXISTING EDGE OF PAVEMEN SD STORM DRAIN STATION S SANITARY SEWER STATION RECORD DoRAs,ARNG ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF (COVER AT THE PROPERTY LINE. CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE OC INSTALL SEWER CLEANOUT ,.. c INSTALL SEWER .- N - — -CD}- — - INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE WITH NUMBER 343.02 EG INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY g -US - --- EXISTING SEWER Z -- -{p - -- - EXISTING STORM DRAIN O EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. TRACT Na 6553 N22,C PIPE 35411 EG HIGH WATER 35185 EGELEVATION 351.00 :[1: 342.31 E 341.0 FG 60.ncl • -• D• w i 13356ls7 EG 30" PIPE 353.84 EG 2.87 EG A 10 1.0 FG c i) 7, 1 sq 2 .,8 1 34,.0 FG 342.77 EG I I l 61 60.0' IN l FLOWAGE AND DRAINAGE 343.25 EG -/ PER DOC NO. 343.0 ! 1 0213187865 341.0 FG -\ CONSTRUCT BERM ALONG TRACT co 1 6,196 sq.BOUNDARY WITHIN SUMP. NO eauaRORY EXCAVATION ON ADJACENT PROPERTY UNTIL SUCH TIME AS 343.90 Ec f THE REMAINING PORTION OF THE 64.5' SUMP TO THE WEST IS DEDICATED. G 111.9' PROPOSED 2,C PIPE v ELLANDO O STREE J » 1 7 lR8 qn ft !� SUMP DETAIL u� 1"=50' /---EX SUMP PROFILE �---2' CUT SUMP BOTTOM-Xwoo-' 342,00 SECTION A-10 HORIZONTAL: 1"=50' VERTICAL: 1"=10' h'I /—EX SUMP PROFILE j / r---2' CUT SUMP BOTTOM -341:99= 34t.00 SECTION B-10 HORIZONTAL: 1"=50' VERTICAL: 1"=10' � X p X Q In o v O �w- ++0N0 +N w 00 cn � - f - W W cyI.�Q o o �w _ J z z = cn 0 n Q Q 0 U-1 w bi TRACT 7222 W = Cn w TRACT 7222 °° Cn � PHASE 8 °- PHASE 5 l I_ I In 29' IIx O 39 EX CO TO BE REMOVED. TYP THIS SHEET I o 18 RCP I I00 EX 8" SWR 00 EX 8" SWR -vs- EX 8" SWR 14+9 I (c 11 » 11 +9 , l 12 18 P 13 14 _ " 18 in II I Q18'I RCP � (.0J n S WW _II 29' o oCoz J TRAPHASE 7 PHASE 6 N cn PHASE 3 IMPROVEMENTS PERLA WAY 0 X C:) aW � + I'n L04 a z w Q = w Lli 0 � w� W 1 ('01 -11 "11 r- x Iw o x INSTALL 273.0± L.F. oa x v o w O co 18" RCP STORM DRAIN 0 0.11% o U-) o O ± QO N O_ O 4- N —Z - J r 0 0 �' -1 HORIZONTAL: 1"=50' z Q a z VERTICAL: 1"=2' Q a Q 0 0 � ry cn (10 Ld LLJ w w w w 360 .............................................. �..:...:...:................................. ."'.:...:...:...:360 358: ... :...:....................... :.......:...:. :.:...:...:...:...:...:...:...:...:...:...:. ...............:358 . . . . . . . . . . . . . . ............................................................................................... ......... 356 :...:...:...:...: :.. . ......:...:356 Af'Pf dxA/ A Tt Dt"S%CV i3PA bt , A86rVE SEWtR MAIN' tK- 354: ... ... ........... ........ ....... :....... :... :... :...:. q...:...:...:...:354 q ................. Il...................................... ......................:...:...:. ....:...:...:...: 352:..............:Il..'...'.......:...:...:...:..11.:.:...:...:...:...:...:...:...:...:...:...:. .......:.......:352 ............................ ............................................ I.l................ 350 :...:...:...:... ll.. ... ... ...:... ...:... :. ....................: lI ..:...:...:...:350 :...: I I .. ................... ...:.11.:. ............:...:...:...:...:. ". V "w,s` ; :. ......:...:... : 348 ................ ..:...............:......... ... �y....................................... I:I ...............348 ................ :I.I.......................... .II.......... ,......... : :ll ._..,�.346 346. ................ ............. 1�....................... .�.._._r...�, A.......... :77 . . . . . . G�// y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ��� �G .344 344* ., �.....:...:...:...� .. �. \\.................................... ...:...:...:...: .............. �bek s..:...............:...:. :...:.. :...:...:...:.......:. ...:...:..._.. ; EXISTING 185.0± L.F. CXISTING 310 L. F. , 342: . .. : .. .: . . .: .. . : . . .: . . . 8" PVC SEWER C� 0.25%. : .. .: .. . : . . .: .. . : . . . : . 8': .PVC SEWER @ 0.25% . .. . ... .. .. .. . : . . . . .. . . . . . : .. . . .. .:342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 rn I 341.0 FG ,.. c 1 .- N N Q ozm Q 343.02 EG m U tY_ et g I343.30 EG Z Q J si O LLI U W 00 DRAM 30� SU W tD c 3430 FG .. 34,.0 FG IX 342.89 EG W m I W m 353 72 EG 353 7, EG " ` HIGH WAIM -- LEWON 351.00 NOTE: SUMP TO BE CONSTRUCTED PER COB STANDARDS D-11, D12, AND D-13 60.ncl • -• D• w i 13356ls7 EG 30" PIPE 353.84 EG 2.87 EG A 10 1.0 FG c i) 7, 1 sq 2 .,8 1 34,.0 FG 342.77 EG I I l 61 60.0' IN l FLOWAGE AND DRAINAGE 343.25 EG -/ PER DOC NO. 343.0 ! 1 0213187865 341.0 FG -\ CONSTRUCT BERM ALONG TRACT co 1 6,196 sq.BOUNDARY WITHIN SUMP. NO eauaRORY EXCAVATION ON ADJACENT PROPERTY UNTIL SUCH TIME AS 343.90 Ec f THE REMAINING PORTION OF THE 64.5' SUMP TO THE WEST IS DEDICATED. G 111.9' PROPOSED 2,C PIPE v ELLANDO O STREE J » 1 7 lR8 qn ft !� SUMP DETAIL u� 1"=50' /---EX SUMP PROFILE �---2' CUT SUMP BOTTOM-Xwoo-' 342,00 SECTION A-10 HORIZONTAL: 1"=50' VERTICAL: 1"=10' h'I /—EX SUMP PROFILE j / r---2' CUT SUMP BOTTOM -341:99= 34t.00 SECTION B-10 HORIZONTAL: 1"=50' VERTICAL: 1"=10' � X p X Q In o v O �w- ++0N0 +N w 00 cn � - f - W W cyI.�Q o o �w _ J z z = cn 0 n Q Q 0 U-1 w bi TRACT 7222 W = Cn w TRACT 7222 °° Cn � PHASE 8 °- PHASE 5 l I_ I In 29' IIx O 39 EX CO TO BE REMOVED. TYP THIS SHEET I o 18 RCP I I00 EX 8" SWR 00 EX 8" SWR -vs- EX 8" SWR 14+9 I (c 11 » 11 +9 , l 12 18 P 13 14 _ " 18 in II I Q18'I RCP � (.0J n S WW _II 29' o oCoz J TRAPHASE 7 PHASE 6 N cn PHASE 3 IMPROVEMENTS PERLA WAY 0 X C:) aW � + I'n L04 a z w Q = w Lli 0 � w� W 1 ('01 -11 "11 r- x Iw o x INSTALL 273.0± L.F. oa x v o w O co 18" RCP STORM DRAIN 0 0.11% o U-) o O ± QO N O_ O 4- N —Z - J r 0 0 �' -1 HORIZONTAL: 1"=50' z Q a z VERTICAL: 1"=2' Q a Q 0 0 � ry cn (10 Ld LLJ w w w w 360 .............................................. �..:...:...:................................. ."'.:...:...:...:360 358: ... :...:....................... :.......:...:. :.:...:...:...:...:...:...:...:...:...:...:. ...............:358 . . . . . . . . . . . . . . ............................................................................................... ......... 356 :...:...:...:...: :.. . ......:...:356 Af'Pf dxA/ A Tt Dt"S%CV i3PA bt , A86rVE SEWtR MAIN' tK- 354: ... ... ........... ........ ....... :....... :... :... :...:. q...:...:...:...:354 q ................. Il...................................... ......................:...:...:. ....:...:...:...: 352:..............:Il..'...'.......:...:...:...:..11.:.:...:...:...:...:...:...:...:...:...:...:. .......:.......:352 ............................ ............................................ I.l................ 350 :...:...:...:... ll.. ... ... ...:... ...:... :. ....................: lI ..:...:...:...:350 :...: I I .. ................... ...:.11.:. ............:...:...:...:...:. ". V "w,s` ; :. ......:...:... : 348 ................ ..:...............:......... ... �y....................................... I:I ...............348 ................ :I.I.......................... .II.......... ,......... : :ll ._..,�.346 346. ................ ............. 1�....................... .�.._._r...�, A.......... :77 . . . . . . G�// y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ��� �G .344 344* ., �.....:...:...:...� .. �. \\.................................... ...:...:...:...: .............. �bek s..:...............:...:. :...:.. :...:...:...:.......:. ...:...:..._.. ; EXISTING 185.0± L.F. CXISTING 310 L. F. , 342: . .. : .. .: . . .: .. . : . . .: . . . 8" PVC SEWER C� 0.25%. : .. .: .. . : . . .: .. . : . . . : . 8': .PVC SEWER @ 0.25% . .. . ... .. .. .. . : . . . . .. . . . . . : .. . . .. .:342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 rn O M ,.. c M .- N M Q ozm Q U tY_ et g O Z LL- Z Q J si O LLI U W 00 30� Z W tD 4 N IX W m I W m CJ M Q 6 Q Z 0 w Ixmmm U U U 000 U V V W W W aaa M_ t2 - 1 Cy 1 CJ