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HomeMy WebLinkAbout1.2-7222 1-8 Rev (2)i." ti t N C.� Z L C7 w PHASES 1 - 8 rn ch M M N N O Z a0 P CJ O e� _ G. co jjjjjijj,1111114� 00 REVISIONS APPRW � EU a� 569 P BK. 4, �G. , 2 �. � �oo U) a AP ass. . PG. °�. j o� � � Q � `� W m e REVIEWED BY. �.�� ..�... w cc) 0 z ca W Z>- > D � w �w� c� a o ARMr EDrsoN CANAL � = L�4 DATE N to Wc.� z R.C. E 55� oZ �Xp. 6/30/14 � m o o O ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE _ _ oQOa� -- - --� PANAMA W � � �wawp� � �t a N��� b. 0.00 Lj W APPROVED B Y: a Z MAR AN P. SHAW ANrE R . C. E. 3Z118 EXp. t 2 t 31 114 j W Y a Z O w y I 3 GASOL car � �,� � ► � �C � } ' � ° o '� Nb PUBLIC ORKS DIRECTOR, CITY OF BAKERSFIELD DATE, � 4 `-�' � � � I— z�w�o °� f t � a � o 0 c.� RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/15) � 5 2 z � ` � � U) U�z�W�o REVISIONS APPROVED: j$1111111 � 6 3 r� v� �- °° ° Z Q Q W W� m 7 w r LL_ cn J ?w _I rmmm ma�ocdZ OWoQNQ •c .r •c z (n 0. M 0 cn L 61..A1NE qEpTs UN PA TE � I 9 3 � � W °z w� 3 d z R-CE. 55'I cn (EXP. 6/3/`16) � � � z a -' s o � NdYJta.IZO JZm���V O � � � � W�opwW�- � j 12 t�u PHASE ] �� j � � w��v =oz ° Z, 2 � ti 1 I W �oc�?o° it F R _�MAN .E. 32-178 (E� 1231 /1� DA%E � 13 o cn BENCH MARK USED: —p #4 � � TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE INTERSECTION STINE RD AND POPPYSEED DRIVE. i 14 I �� j � It 15 � � vvv; §_ U f.-> ELEVATION 359.19 (U.S.G.S. DATUM) � 1 � aQ.� D#1 S #10 D#4 D#5 S#12 MATERIALS LIST SHEET No. INDEX � 17 � ALLADO LN ESTIMATED QUANTITIES, NOT PURPOSES j c — WAlft 4- � �2 � {2 DETAILS– EN RAL NOTES � S # >> ' � � jl� ° °' l V.- SEWER 19 20 21 22 23 24 25 26 27 28 29 30 31 8" SEWER MAIN .¢187 L.F. � JERN 0 DRIVE " 3�f � � 10 9 8 7 6 5 4 3 2 1 � 4 SEWER LINE (LATERALS) 5,563 � L.F. 4 C LLA[�0 LANE –MESTO WAY I 1 s ��� ,� i 29 28 27 26 25 STANDARD MANHOLES � S )[ EA. � B�4 0 5 ce# ST RM DRAIN 5 POMERAD AY � � oM Rao �,Y � 30" R.C.P. STORM DRAIN 578 L.F. d BELLANDO STREET � I C 0 24 24" R.C.P. STORM DRAIN 273 L.F. 7 EDERIA WAY � �� �2 ip3 14 18 �� � D# � r 21" R.C.P. STORM DRAIN 932 L.F. O � H S 16 » 18 �� 23 18° R.C.P. STORM DRAIN 19998 L.F. $ PHISTO PLACE � g ( 19 201 21 22 TYPE A CATCH BASINS 13 EA. � 8 6 5 4 3 2 1 29 28 27 26 STORM DRAIN MANHOLES 7 EA. 9 H 113 AWAY a I � � � 25 � 6 �� D#1 I co PE AWAY p#1 cB# 1�4{ � � cB � —_ — ELLAN 0 ST � 24 '! 1 GA S OL, COURT Q s `- t � now CB sp p 31 A%c-) E 4 #1 1 s a H � 23 - - -- ` - ----------- V 2 - Piz 9� �� R� Q � 10 11 12 13 14 15 1 fi 17 9 3 19 20 21 22 � Q MPM 1$ 0 17 y 16 �\ 15 14 13 1$ � 17 � � 1 8 7 6 5 4 2 1 m 1 2 3 4 5 1� Q PA CHECO RD. LEGEND CONSTRUCTION NOTES � f s#2 7 S� X22 W S#2 � I Q CM FA RVIEW ROAD o 19 22 6 24 20 o TMH- TOP OF MANHOLE ELEVA110N G INSTALL SEWER MANHOLE � � „ DE IA WAY _- - �'� 1 CM �' EANA DO ANE � INV.- PIPE INVERT ELEVATION � INSTALL SEWER CLEANOUT , � �� s � 1 CO tv > 3o z9 zso � 26 � 29 E � (E,S�N,W)- {EAST, SOUTH. NORTH, WEST) — -p- — INSTALL SEWER � S 16 I ��15 PHASE s 27 0 2s 3o P.V.C.- POLYVINYL CHLORIDE CONTRACTOR SHALL VERIFY - � 11 10 } !` 12 13 14 15 Q 13 12 11 10 9 8 7 f � ��cuTC E ROAD _� OSKIN RD. t — -(i}- - - INSTALL STORM DRAIN ALL LENGTHS PRIOR TO 8100iNG THIS PROJECT 1 � 34 35 36 1 32 0 INSTALL STORM GRAIN MANHOLE WITH NUMBER 6 5 4 3 2 � � (-D#16 McK p. R.C.P.- REINFORCED CONCRETE PIPE POW KIN C� R.G.J.- RUBBER GASKET JOINT � INSTALL TYPE "A" CATCH -BASIN � � 8 � � � 2 3 4 5 6 7 OLD R 5 0 1i4 u��i � W 2 E ERl /� a� o CB- CATCH -BASIN - - I S�2 �� 0 CB 11 S8 I �� 3 RIGHT -OF -WAY ~ URNO ROAD — -- HISTO PL— — - -� a - - - - - - - - � _Q O -- - - - - -- ---- -- -��3- EXISTING SEWER � $ HASE t2 cs 9I s io - 116 i2 � s � �' 9 10 11 12 13 f 1fi �) 4 � 7 � ° cn 9 z ° 99 0 _ _ -- -Q- — -- EXISTING STQRM GRAIN � �� 4 � 13 12 11 1 p I fF] � � __ N -�� '�' EXISTING EDGE OF PAVEMENT o �� 16 SD STORM DRAIN STATION = - — ..� mom S SANITARY SEWER STATION - -� _ =- z _ _ -S#2 _ _ _ _ BERKSHIRE RD all- VACANT LAND I A I�► ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. � .VICINITY M ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER KEY M NO SCALE FLOWUNE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. � E3 k I 1 1: 1= I I L= I I: kL= I 1= 1: 11 1 k I L�_j SCNL.M : 1 111=201Y f 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 OB TAI N 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 TIME ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS TIME 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 SEXIER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION 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 WITH 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 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEINER MAIN ALONG ITS EN11RE 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 SEINER STUBS SHALL BE CLOSED NTH 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 SIN -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 CITE'' 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 N0110E WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CON I !� 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 SMALL HAVE THE CAPABILITY OF ROTATING 3600 , 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 GATE 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 STA110NING 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 THE 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 NTH 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 17o. 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 QE 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 SEINER 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 ® STN -4 MANHOLE, TYPE "A" Q D -9 PIPE SADDLE DETAIL < J w<� SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS D D -10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT 31: D -11 DRAINAGE BASIN SW -7 HOUSE CONNECTION WITH VCP SADDLE D -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ICI D -13 CHAIN LINK GATES ❑ SW -10 SAND TRAP D -14 CATCH BASIN, TYPE "A" El SIN -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. DURATION CURVES ❑ 0 -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D -18 MANHOLE, TYPE "B" El D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION ST -22 TRENCH BACKFILL & COMPACTION El D--5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES Z O Z V V_ N 0 CD W W W z W cn cri 11*1 o fn N Of V) oz o U 0!: b Z� a < J w<� W cc w 31: im W 0 U) m m o � > U 0 m m mmico cc= c cc V) 0 W ! W WZ.W 3 C.>C>Upp O C C�3 C C7� U W W W EL 0 0- L LL W W W r UJ ca ui CC =Z � � Z 0N� i�� c%jy C/) CNJ w"i od ~ W ui rL: CONSTRUCTION NOTES OO INSTALL INSTALL SEWER SEWER MANHOLE CLEANOUT y y x REMSIONS AP�PftOvED� REVISIONS APPROVED: INSTALL SEWER -(S)- INSTALL I NSTALL STORM STORM DRAIN DRAIN MANHOLE NTH NUMBER iii ji� A `�/�7` 4 BLAINE NEF1 NE DATE BLAINE NEPTUNE DATE INSTALL TYPE "A"' CATCH—BASIN 2 R. .0 .E. E6 55102 �EXP. 6410A 6) R.C.E. 55102 (EXP. 6/30/14) RIGHT—OF—WAY —os — EXISTING SEWER EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION ALL PLAN MEW 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 2.252 MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. EX SEWER PIPE, MANHOLE AND LATERALS TO BE CAPPED AND REMOVED WEST OF MH #7 EX SEWER PIPE, MANHOLE AND LATERALS TO BE CAPPED AND REMOVED EAST OF MH #4 LATERALS TO BE CAPPED AND REMOVED EAST OF MH #3 rhHSt MAkIAPR -P-9 HAw DATE R.C.E. 3:1178 (EV. _1V-31_A4) - I HORIZONTAL: VERTICAL: 4 il.01111 dM AMAN P. SHAW -DATE R.C.E. 32178 (EXP. 12/31/14) cn z n otf cn e"N Lo "I Lo x x co X Lmw w ci Lo 0 cn w + pe) + + I + 1 (.0 ::�k - co 0 0 +0 +0 CD -T N LLJ 7- _F 71' -1 z 71 0 < 0 < < 0 1E � � z z z Qf < ry ry < < W LLJ LLJ 3: Lu W W W W 4t} W 3: Lu LLJ w 362 .................................. to 362 0 0 0 • • • • • 0 • • • • 0 0 • a • • 0 • • • • 0 0 • 0 • 0 • 0 • 0 0 • 0 0 • 0 • 0 • 0 • 0 • 0 0 0 0 0 0 a a LESIGN CR • .• • • • • . • • e • • . • • • .• • • • .s • • • .• • • • • .• • ! �, O � .s • . • V .• s • • �[� / / Ij '• • • . • s • • .• • �• • s • •• • s . .• s .• a • .• • ♦ • s • .• .• .• • • .• ♦ • . . .• • • • . • • • .. • • • .• .• . .• • .• • • s . .e • • .• • • .• s • • • • . • .• • • . • .• • • . • .• • .. • .. • • . • .• • .• • • • . .• • • .• • . • • ..• • • • • .• • • • . • .• s • . .• • • .• .• • s s . � . • • • .• .• • • • • • • • . • • s • . • .• • • . • • • • • • • . •• • • • . •s • • • . •• • s • . •• • • • • . . • • • . �•• • .• • _• •.• • • __ • •• • .• - --- • • • • • .. . • .... • . • . .• _. .--- s a . • • :• • .. . - �-�-• . r — • . • . . • • • • . .. . • . • . • . • • • • .. • • �, • .• • • • • • . . • • . ` • s • • • • • • . . . • • • • • • • • • . . . • -• s• ue • � • • • • . . • . • • � • • s • • . . . • . • • • • • • • • . . . • • s • �• • • • • • • . . . .• . . • --• —... • • • • . • • • . . PPROAMA Tf A• . • DD 360 . . . . . . . . . . . . . . . ROVE SEWER MAIN .360 • • • � • . � � • • • • • . . • . • �j/ • • /\ • • s • • . • • . . • • • • • • • • � /l . 1 • • • . • • . l � 1 • • • - --• . -.�• • • . • • • • . . • • • • • . • • • . • s • e • • • . • • • . . • • • s • • . � ��• • rr. • • • • . • • • . s ♦ ............. 0 .RAISE -EX MH TO MA TC H . ......... . . . . . . . . . . . . . . 'DESIGN GRADES ---------- 358 ------ RAISE EX MH TO. MATCH 3 . . • • • . • • • . • . . • • . • . . . • . . . • . 0 • • • • 0 • 58 DESIfN - GRADES . . . . . . RAISE EX" MH TO MATCH ------ DESIGN GRADES . . • . • . • . • . • . • . . . • . • . • . • . • . • . • . . . • . • . . . • . • . • . • . • . . • . • • • . . • . . • . • • . • . • • • • • • . • . • • • • • • • • • • • • . • • • • • • • • . • . • • . • • • • • . . • • • . • • • • . . • • • • • • • . • • • • • 356 356 oil . • • • • . • • • • • • • • • • . • • . • . . • • . . • • • • • . . . • • . • . • • • . • • • • • • • . . • C� A 354 Ik- 3 5 2 0 a G 0 0 0 0 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 0 •0 •0 •0 •a • 0 0 • • • 0 • a a ♦ 0 0 0 • 0 • • • • A 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . a is • • 0 a 0 • CONSTRUCT 310.401 LF CONSTRUCT 299-119 LF EXISTING 244.97.± L.E. EXISTING 244.6±* L.F. .. . . . . . . . . 8` PVC- SEWER 0 0:35% ................................. a a a or 0 a a a 0 0 a a 0 a a 0 0 a 0 a . 8" PVC* SEVER 00 0.30% a a 0 0 0 0 a 0 a 0 a 0 a a a 8's 0 P VC SEWER *0 0.30% 8" P VC - SEWER -0 0.35%- X\ oxx Al , Xco - 10i Ik o/ • 20 10+00 11+00 12+00 13+00 14+00 15+00 16 +00 17+00 1 8+00 19 +00 20+00 21 +00 22+00 23+00 >. M mmmm Ix 4 cr- .4c w loc W _< ui C> z WJ 0 w LL LLJ LAI LLJ m ZE m 555 C> 1 M u u Q u W or- LLJ cn 0- CL 0- LLJ ui LLJ ui Uj LLJ pj C-4 m r4I M C4 Mom 1 1 —'lady v1. 1 -4� CONSTRUCTION NOTES 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 SEWER MANHOLE O INSTALL SEWER CLEANOUT -}s -- INSTALL SEWER — — --�}- — — INSTALL STORM DRAIN +0 0 INSTALL STORM DRAIN MANHOLE WITH NUMBER ra INSTALL TYPE "A" CATCH—BASIN RIGHT—OF—WAY b 04 EXISTING SEWER —Q— 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. —N- i C14 to Lo T- W I tn cn1w ir Li ;4- c6 Ln +0 0 _r > +0 7- ry A -F Z Lo to < LL-] LLJ < 0 cf) b 04 04 w 3: z Lli 3: Li ry LLJ Ld cn 1 11-11 0 —N- i TOP 18" SD—,1 349.41 iii -- BOTTOM 89' SWR= 11 1�50.20 18" INV N= 347-66 Go INSTALL 26± L.F. 18" CL-111 tK .60 R.C.P. w/R.G.J. STORM—DRAIN 0 0.12% C STORM—DRAIN SECTION 4 NO SCALE ff� co C'4 CD J > +0 ry WLo >Lo F_ w <IFF— IFF— F_ 0 Z F_ Cf) LLI II EX SEWER PIPE, MANHOLE AND LATERALS TO BE CAPPED AND REMOVED WEST OF MH #7 a c INSTALL 16± L.F. 18" CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 25.9% 18" INV S_. 351.78 r REVISIONS APPROVED: /� 2.3-'4 MAINE NEP DATE R.C.E. 55102 (EXP. 6/30/14) 4 dM a.911v A IAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) A u _j J PHASE 1 IMPROVEMENTS � 1 1 1 � 1 � 1 � 1 � 1 � � � 1 1 � 1 '� 1 1 ' 1 —N— HORIZONTAL: 1"-501 VERTICAL: 1 " =2p HORIZONTAL: 1 "-501 EX 211.70± L.F. EX 198.6± L.F. co VERTICAL: 1's 29 0 18" RCP STORM DRAIN 0 0.25% co C) 21" RCP STORM DRAIN 0 0.40% -;t Lu a'r'-'W co N _j 0 a_, M I Lu C*,J z#zz co w 0 _F 01- r— Z c1q 0 M _j C:) I ;I- w bj < < 71 % = +0 0 + cn + I < ";7 ;4- = + = ()00 < < z Lo Lr2 LLJ 0 HA 2 z T F z 0 < LLJ LLJ cn Of 0 :2 < 3: 3: w CIO w W w x 3: 0 cr_ (A W Lai x 3: (f) W W cf) LLJ W x V) x LLI W x x bi w .360 360 ................................. 0.... 0 OFF. 0.0 0.0 FF FF FF • IF 0 0 • APPROVIVA Tf DESIGN GRAof - 0 • . . t�'' ,S, . . . . . . • . . • • • • • • • • • . . . . • . • • e4 ZJaVAC .5f -kYCR. MA11V . . . . . . . . . • . . . . 40 • • . . • 0 FF • • . • NOTE:• 0 • • • IFIXI 0 • • ♦ • • • a 0 • a • k • • 0 FF -A EXISTING SEWER IMPROVEMENTS "358, ABANDONED IN PLACE. 358•••••••••••••x' .•••••..••. ........................................... • 0 a // - 0 • a a APPROVU4 7F DESIGN GRADE 0 0 0 • 0 0 0 0 0 ♦ FF FF A,60 VZ Sf ER IVA IN FF FF IF FF • FF 0 a a . . . . . • AF • OF • • 356 0 0 0 OFF. ..'356 a oil a OF 41 a a a 0 a a 0 a a 0 a 0 IF Oil 0 a IF 0 0 9 0 lie 0 0 0 a 0 0 0 0 IF 0 a 0 0 IF Q 0 0 0 0 0 0 0 0 0 a . . . 354 . . 354 0 . OFF. ...... • 0 ..... 00. • 0. 000 • 0 0 0 . . . . 0 0 0 0 .. 0 0 0 0 0 FF 0 0 0 0 0 0 0 0 1[ 0 . FF . 0 1 IF 0 " " " " " " ' 0 0 " " 0 0 011 116 0 1 0 0 0 0 • 0 0 0 0 0 0 0 0 0 FF 0 0 • • oil • • • • • • • • • • • a 0 • • • • • • • • • • • • • • • • IF • 0 0 0 0 0 0 0 0 • • • • • 0 FF 352 • . a • . • • -1 .1 FF FF . • 0 • • • • . • • • • • . 0 4F • . FF • 0 . 0 OF • . • . • . • 0 • 0 • 0 0 • 0 • . • . • 0 • 0 . • 0 . . • 4F • . • • • • • • • • • .1 1 • • • 0 • • • • • • • • • . • • • . • • • 1. • 0 • • • • • • 0 . . • • • 0 • • • • • • 0 . . • • • • • 4. • . • . • • 0 . 0 0 • • • . • FF • 0 • 0 41 • • • IF 352 FF 0 . . . * . • 0 0 • • • • ♦ • SADDLE PER COB -STD D— 9 • - 0 0 • 0 0 0 • 0 0 • 0 0 • 0 • 0 0 4, I 1 0 • a FF 0 FF FF 0 0 • • 0 4, • • • • • • o 0 • 0 0 FF • 0 • 0 • • • 0 . . . . 0 0 • • • • • .0 . • • • 0 0 . • • • 0 • 0 0 • 0 • 0 . 0 0 0 0 a . • • • 0 0 0 0 . • • • 0 . 0 0 . • 4F • • a • a 0 0 . • 0 • • • 0 0 41 • • • 0 0 0 4'pp 350 0 0 0 FF IF 0 e 0 0 FF FF -v--_4FF_FF L__z_FF a IF 0 a 0 0 FF a 0 FF 0 ------ 0 FF FF AF FF A e FF FF FF ........... FF 41 L' — • a a FF FF 0 FF 348 . . . . . . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 EXISTING *100.2± L.F. e 0 EXIST: 45.19± L.F. FF FF 8" PVC SEWER 0 0.35% 8"$ PVC SEWER • 0 • • • • • 0 • a • • • 0 • a a 41 ♦ • a • 0 • • IF • a • • 0 0 0 • • a a • 0 a 0 A a 0 0 0 a a a • • • • ♦ • 0 a a • a 0 • • • • 0 0 IF IF IF 0 • • ♦ • • 0 a a • • 0 0 0 as a OF a 0 a • a 0 0 0 • a a OF 0 0 0 to • 0 0 0 0 0 IF 0 0 0 0 0 0 0 0 a • 0 0 IF 0 • 0 ♦ 0 • 0 0 • 0 0 • 0 : 0 : 0 0 31 %r " " s 0 FF IF '3 L. F. EXI'STING "392.9± L*Fo . EXIST. T 9 8.6 L. CONSTRUC�T 263.. • MEEST(D VVAY 8 0 0 0 a a 0 0 a a Is 8 0 0 a a a a a 0 0 0 0 6 9 6346 346• • 0 a 0 0 a a 9 9 0 0 0 a a 0 0 141"a a 0 0 0 6 0 0 0 8 0 0 0 0 0 a a 0 a 0 *00 a • so 0 a • 0 0 a a 000 0 C 25% . . . . . . . . . . . . . . . . . . . . 8" PVC SEWER 0.0:39% . . . . . . 8 PVC SEWER 0 0. 35% 8" PV - SEWER -0 0.- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 I C14 to Lo T- W t04 o tn ir 66 c6 Ln w Lo to Lo rn b 04 04 11 _j eq 0 Z*-. 6 cr_ on a- w " of 0 a- W IWO * 0 z 5 Z a cr) + m + 6 T""" j 0 T_ TOP 18" SD—,1 349.41 iii -- BOTTOM 89' SWR= 11 1�50.20 18" INV N= 347-66 Go INSTALL 26± L.F. 18" CL-111 tK .60 R.C.P. w/R.G.J. STORM—DRAIN 0 0.12% C STORM—DRAIN SECTION 4 NO SCALE ff� co C'4 CD J > +0 ry WLo >Lo F_ w <IFF— IFF— F_ 0 Z F_ Cf) LLI II EX SEWER PIPE, MANHOLE AND LATERALS TO BE CAPPED AND REMOVED WEST OF MH #7 a c INSTALL 16± L.F. 18" CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 25.9% 18" INV S_. 351.78 r REVISIONS APPROVED: /� 2.3-'4 MAINE NEP DATE R.C.E. 55102 (EXP. 6/30/14) 4 dM a.911v A IAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) A u _j J PHASE 1 IMPROVEMENTS � 1 1 1 � 1 � 1 � 1 � 1 � � � 1 1 � 1 '� 1 1 ' 1 —N— HORIZONTAL: 1"-501 VERTICAL: 1 " =2p HORIZONTAL: 1 "-501 EX 211.70± L.F. EX 198.6± L.F. co VERTICAL: 1's 29 0 18" RCP STORM DRAIN 0 0.25% co C) 21" RCP STORM DRAIN 0 0.40% -;t Lu a'r'-'W co N _j 0 a_, M I Lu C*,J z#zz co w 0 _F 01- r— Z c1q 0 M _j C:) I ;I- w bj < < 71 % = +0 0 + cn + I < ";7 ;4- = + = ()00 < < z Lo Lr2 LLJ 0 HA 2 z T F z 0 < LLJ LLJ cn Of 0 :2 < 3: 3: w CIO w W w x 3: 0 cr_ (A W Lai x 3: (f) W W cf) LLJ W x V) x LLI W x x bi w .360 360 ................................. 0.... 0 OFF. 0.0 0.0 FF FF FF • IF 0 0 • APPROVIVA Tf DESIGN GRAof - 0 • . . t�'' ,S, . . . . . . • . . • • • • • • • • • . . . . • . • • e4 ZJaVAC .5f -kYCR. MA11V . . . . . . . . . • . . . . 40 • • . . • 0 FF • • . • NOTE:• 0 • • • IFIXI 0 • • ♦ • • • a 0 • a • k • • 0 FF -A EXISTING SEWER IMPROVEMENTS "358, ABANDONED IN PLACE. 358•••••••••••••x' .•••••..••. ........................................... • 0 a // - 0 • a a APPROVU4 7F DESIGN GRADE 0 0 0 • 0 0 0 0 0 ♦ FF FF A,60 VZ Sf ER IVA IN FF FF IF FF • FF 0 a a . . . . . • AF • OF • • 356 0 0 0 OFF. ..'356 a oil a OF 41 a a a 0 a a 0 a a 0 a 0 IF Oil 0 a IF 0 0 9 0 lie 0 0 0 a 0 0 0 0 IF 0 a 0 0 IF Q 0 0 0 0 0 0 0 0 0 a . . . 354 . . 354 0 . OFF. ...... • 0 ..... 00. • 0. 000 • 0 0 0 . . . . 0 0 0 0 .. 0 0 0 0 0 FF 0 0 0 0 0 0 0 0 1[ 0 . FF . 0 1 IF 0 " " " " " " ' 0 0 " " 0 0 011 116 0 1 0 0 0 0 • 0 0 0 0 0 0 0 0 0 FF 0 0 • • oil • • • • • • • • • • • a 0 • • • • • • • • • • • • • • • • IF • 0 0 0 0 0 0 0 0 • • • • • 0 FF 352 • . a • . • • -1 .1 FF FF . • 0 • • • • . • • • • • . 0 4F • . FF • 0 . 0 OF • . • . • . • 0 • 0 • 0 0 • 0 • . • . • 0 • 0 . • 0 . . • 4F • . • • • • • • • • • .1 1 • • • 0 • • • • • • • • • . • • • . • • • 1. • 0 • • • • • • 0 . . • • • 0 • • • • • • 0 . . • • • • • 4. • . • . • • 0 . 0 0 • • • . • FF • 0 • 0 41 • • • IF 352 FF 0 . . . * . • 0 0 • • • • ♦ • SADDLE PER COB -STD D— 9 • - 0 0 • 0 0 0 • 0 0 • 0 0 • 0 • 0 0 4, I 1 0 • a FF 0 FF FF 0 0 • • 0 4, • • • • • • o 0 • 0 0 FF • 0 • 0 • • • 0 . . . . 0 0 • • • • • .0 . • • • 0 0 . • • • 0 • 0 0 • 0 • 0 . 0 0 0 0 a . • • • 0 0 0 0 . • • • 0 . 0 0 . • 4F • • a • a 0 0 . • 0 • • • 0 0 41 • • • 0 0 0 4'pp 350 0 0 0 FF IF 0 e 0 0 FF FF -v--_4FF_FF L__z_FF a IF 0 a 0 0 FF a 0 FF 0 ------ 0 FF FF AF FF A e FF FF FF ........... FF 41 L' — • a a FF FF 0 FF 348 . . . . . . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 EXISTING *100.2± L.F. e 0 EXIST: 45.19± L.F. FF FF 8" PVC SEWER 0 0.35% 8"$ PVC SEWER • 0 • • • • • 0 • a • • • 0 • a a 41 ♦ • a • 0 • • IF • a • • 0 0 0 • • a a • 0 a 0 A a 0 0 0 a a a • • • • ♦ • 0 a a • a 0 • • • • 0 0 IF IF IF 0 • • ♦ • • 0 a a • • 0 0 0 as a OF a 0 a • a 0 0 0 • a a OF 0 0 0 to • 0 0 0 0 0 IF 0 0 0 0 0 0 0 0 a • 0 0 IF 0 • 0 ♦ 0 • 0 0 • 0 0 • 0 : 0 : 0 0 31 %r " " s 0 FF IF '3 L. F. EXI'STING "392.9± L*Fo . EXIST. T 9 8.6 L. CONSTRUC�T 263.. • MEEST(D VVAY 8 0 0 0 a a 0 0 a a Is 8 0 0 a a a a a 0 0 0 0 6 9 6346 346• • 0 a 0 0 a a 9 9 0 0 0 a a 0 0 141"a a 0 0 0 6 0 0 0 8 0 0 0 0 0 a a 0 a 0 *00 a • so 0 a • 0 0 a a 000 0 C 25% . . . . . . . . . . . . . . . . . . . . 8" PVC SEWER 0.0:39% . . . . . . 8 PVC SEWER 0 0. 35% 8" PV - SEWER -0 0.- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 I mmmm W C Lo* W OC UJI 0 :z Wo* LLJ z 0 c/) 5; La cm> 0 (30�_ c> C Lo, C ILLLJ I W 5 LLJ CL a- LLJ 0- 5; LAJ LLJ LLJ W LLJ We LLJ at* LLJ w C'4 M — 04 F_ U �t ry W Lr) > Lc) F- (0 9a ±9 W � �, F_ 0 z 1� W - i - HORIZONTAL: 1 "= 509 VER Tf C AL: 1 "= 2' cN O lq- / 1 X W cn 4k Li O O = �.0 � V -� n �cn PHASE 2 IMPROVEMENTS �Om t0 F�x� EX CO TO BE REMOVED. TYP. THIS SHEET INSTALL 7.2: L.F. 24" RCP STORM --- DRAIN 0 0.25% FROM SDMH #7A TO EX SDMH #7 0 W 000 z Q ry w w cn • . . . . . . . . . . • . • • • • • . . . • r • 3 V 0 360.......9 . • • . • • • • • . • • r • • • . . r . . • . • . . • . . . r . • . • • . . . a . • . . . • . . • • . • • r . . . . . . r • . a • • . . • • • • • • • • • • • • • • . • • • • s • • • • • • • • • • • 0 . . . . . . . . . . . . . . . . . . . . . . �1PPROXI MA rE DESIGN GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • - - ABOVE SEt�YER MA11V• • ' 6' • 0358 0 a a a 0 0 0 s 4 0 0 358 0 0 a 0 0 0 a a 0 a 0 0 0 9 0 0 a a 0 a a 0 8 0 0 0 0 a a a 0 0 0 0 0 a 0 a 0 a 0 a a • - • • • • • • . • • • • • a - . . . . . . . �/ • 0 0 a ' ' ' - APPPDX/MA 7E DESIGN GRADS �� 0 a 0 0 . - 0 0 ......... 0 ' . . • • • • • a • . • • • • • • • s • • • • • • • • s • • 356 . 3 5 6 . . • • • a ■ • • • a • a a • . • • • • a . • . . a • . • • . a . a • • • • a a a . • r a • • • • • a a • • . . a • • • • • . a • e • • . • 0 a 0 - • • • . . • • • ♦ • • • • • • • • • • • i • • • • • • • • • e • • . . a . • a a . . • • • . • • • • . a • . • • . • • • . • • . • a • . . • • • . • • . a • • . • • a • . . • • • a • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f • • • • • • • • • • • • • • • • • • • • 0 . -11 0 0 0 0 • � 354 354 s • • • a e . • . a • • . . . • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • . . • • • • r • • . • . a • a • • • • a . • • . . • . • . . • • • . . • • . • . • • . • . • • . a a • a • . a a . • a • • . • a • . . • . . . • • • • • • • • • • • • • • 3-52 . . - . - - a • r • . • • • • • • • • • • • • . s . . • - " - 0 . . • 0 a • • . . a • e r • . • • • • a • . • a • • . 352 • . a • a a • • • a e • • • a • . • • e . a e . . . a • • • • . . • • • a e • • • . . . . . . • 0 0 0 0 0 0 0 0 0 a a 0 0 0 a 0 0 0 a 0 0 e • • • . • • • . a • • • • a • . . . . a lci -61-OP • • 0 • . O�� a 0 0 0 a a a 0 0 0 is 0 0 0 0 0 . e • . • . . '35 0 0 0 0 - • • a a • , , , • • • • • e • • • ' ' • 0 0 a 0 0 0 a 0 a 0 0 a 0 0 0 0 9 0 a 0 a 0 40 0 0 9 0 0 a 0 a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350 0 a a 0 0 a a 0 9 0 0 a 0 0 9 9 a 0 0 9 9 0 0 a . . . . . . 0 • • • • • a • . . • • + • •_ s . • s • • • • • • • • • • • • • • • • • • • • • • • • .r • . r . . • • 0 0 • • 0 . r • . r • e • . 0 . • 0 • a, . • 0 r • • • 0 • . • • • • • • • • • • • • • • • ` • • • a • . a • • / • • • • • • . . .�� w 348 • • • r r • • • • • a • • • • • • • �� ` r • • • • • • • • • . w • _J , &N • • 348 • • • • • • • • • • • • • 0 0 a � . s • • • • • • • • • • • • • • • • s • • + • • r . • • • • • • • • • • • • • • • • . • • • • • • • • • • • s • • . • • • s • • . a • • • • ` • • , • • • • • • r • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • • �. - -. � • . _may • • • • • • . • • • • • • • • • • . . . . . . • . • . . . . • . . . • • . • r . • . e • . . . . e • . • a a 0 0 • - . • a • • • 0 0 0 • . . . . • . • . � • • • • • • • . • • • • • 346 • . • • • • • • • • • • • . . • • • • • • • • • • • • • • • + • • . • . . • • • • • • • • • • • • • • • + • • • . • • • 1 1 1 1 1 0 0 0 0 1 0 0 0 0 0 a 0 0 a 0 0 0 0 a 0 . . • • • e • • - . . . . . . . . . . . . . . . 0 - . . . . . . . . . . . . . . . . . • . . . . . . a • . . . . . . . . . . . . . . . r . w • • • • w . • . . . . . . . . e . . . • . • . . . a 0 • • • • • • • • • • • - "�i I ,i1 Poe 344 -- ' 0 a 0 0 0 0 0 0 r s s • • s • • . • • • • • • • • • • • . r a • . • • s • • • • • • • • • • • • • • • • ♦ • s . a • • • • • • a� • s • • • . • • . s s • a • • • • • s • • • • • • s ♦ • • s • • • a • • • s s • t . • 1 • • s • • • s • • • • . • • • s • • • • • • • • • • • • • s • s s . • • . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . ,+ ` .err. \ 0 a 0 �• CONSTRUCT 250.9 L.1= .: . CONSTRU 299: L.F. CONSTRUCT 299.9:' L.F. �� L. ' 3 4 2 342 a . . . . . . . . . . . _= 8 0 PVC SEWE -R G. 35� •�3 P VG SEV�EF� � 0.35 0 a - L_t� 7y •. . . . . . . • . . • . . . • . . • . . (� • P V �E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 . . 0 . . r . e - . • . • • • . • • . • . . • - . . . • • • . • • • • . . w . • • . • • . • • . . • • • . . • • . . • • . • • w . 0. . • . • • . • • a . • . . . • • . . • • . . . . . a • • • . . . . . • . - • . r . . • . + a . a . • . . a . . • . • • • . • • • • . • . a • . w • • • . • • • 10+00 1 12+00 13+00 14+00 15+00 16+00 7-18 +9548 24 CONSTRUCTION NOTES INSTALL SEWER MANHOLE C INSTALL SEINER CLEAN OU T - S - INSTALL SEWER —— INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE NTH NUMBER INSTALL TYPE "A" CATCH —BASIN — — RIGHT —OF —WAY -- EXISTING SEWER -- - EXISTING STORM DRAIN 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 SEINER 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 I i— N CO N i` w LO Go LO 0 L • fn am + r U w a. 0W Z +0 13 EXISTING GROUND� BASIN FLOOR-342.17 rr f' .,rte 30" INV SIN —N= m o m 344.00 � � o N <� EXIST. 48.15± L.F. f Z � 30 CL— I I f o z N R.C.P. w R.G.J. Z STORM—DRAIN 0 2.78% STORM — DRAIN SECTION W<�ry � W No SCALE 0 f— cn N co r%-. � CD CN 00 r• J O eC l� tU LO 1,t'') O (A Q � N �r) ff to W Y to tro < m N Lo 00 U. !! U. t� V I � fl ! i Us. fl w .N �: cr 0 a. � i I 'S''S'' � 0 a. o . + �� U S • � r r i BOTTOM 8" S WR WWWtp j 35+0.09 TOP 18" SD= c 345.80 v v i vi 0 m !� Z CO Z0 0 18 INV S= 30" INV N —SW= c.,� 344.05 44.00 ?� � ' INSTALL 25± L.F. 18 CL-111 EXIST. 18± L.F. p,� ► a o �' q,, � R.C.P. w %R.G.J. 0.12 STORM DR AI N 0 30" CL —I11 R.C.P. w R.G.J. ' ` Aj 0- 0— STORM —DRAIN 0 0.13 STORM —DRAIN SECTION 5 NO SCALE LAJ �? N � O 00 • fQ-- S S w . k: • r t� Li L _ �„� r• 5' a Z miujo e I • •— N INSTALL 17.19± L.F. 18" CL -111 R.C.P. w /R.G.J. STORM—DRAIN 0 0.12% 18" INV E= 18" INV W= 1 352.48 352.48 �1 2 � rD STORM —DRAIN SECTION � 5 No SCALE v" I 0 REVISIONS APPROVED: 4 3-- B INE NEPTUNE DATE R.C.E. 55102 (EXP. 6/30/14) a + d MA IAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) in CD m c m o m ,d. � � o N <� T f Z � W 31 o z N o Z J =o J W<�ry � W W to = w 0 0 in a cf) CNJ W (0 eC z tU s O (A Q � CV Of m W Y to < m o b� r- r r am V ` - v � a 0 } mwmww m c m m < m J � T Z � W 31 Z =o oc � W 0 a cf) CNJ otf ~ z s W Q � W � W F cr) U) I> z 0 U S � WWWtp c v v i 0 m !� Z 0 V m W W W 0- 0— CLLJ LAJ m S S S . k: • r W t3'� •— •— N Z Q op J � T Z � ° =o oc � W cm a cf) CNJ otf ~ s W Q � W � F cr) w � CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE �c INSTALL SEWER CLEANOUT INSTALL SEWER - - -{�- - - INSTALL STORM DRAIN � INSTALL STORM DRAIN MANHOLE WITH NUMBER INSTALL TYPE "A" CATCH -BASIN - - - RIGHT -OF -WAY ----- -¢ EXISTING SEWER -- - -- -{�- - --- - EXISTING STORM DRAIN 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 t0 HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FI.OWLiNE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. TRACT 7222 PHASE 2 I emm ouw o f < 5iRuc"w M Q U > LO 9 +95.00 � � 8 ~ U z.4f c 0w ©w T w °z Qz oQ o< LO + + of o3 J w r� LO 0 O 10+ 1 w • q* Ll WSW& C� �x � M z p� � O O > 9 14 LO PO o6 LO O M 24" RCP, V " S W R I­ 1O tt) 0 11 12 I 13 I 14 N -i N N 0 o! too W O r C) 1 15 tit 0 r L J 0 C? w J w • LLJ Lnnz < Q w � m - W W `r'za w Z� N r� 1 358 .•......... � +o Ct33D t�D +� 00 . . . . . . . • . N to . . • • • • • �.�-r : . . . . . • s�,ra.r� . . - . _ • . ' . . • . . . . 0 � N w 0 0 0 0 f N _ �3: -- 356 . , . . �- °' . . . . . . . . r . . . . . . . . . . . . . . . 24" RCP w 5 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 . • . • • a . • . . . • • • • • a • . . . . . . . . . . . . . . . . . . . . . . . . QD . . . . ._� . a . . a . f . . f . . f . f . . . . . . • a . LO . . . a . • • ' 3 5f . 3 5 4 • . . . a • • . . • a a a . a a • • • • . . a • a • • a . . . . . . . . . . . r a a • . a • r • . . . . . . . . . . . . . . • a a a • . . . a • . . . . • . . • ; ; . . . • • . • ; : : ; ; ; • . . . . : : m • + h • s • • t • • • s • • • • • • s • - • • • 3 5 2 • • • a r • N • • a . • • a • • s • . • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • 12 I 13 I 14 N d N N 0 N � 00 W O r + 15 tit � r L J 0 r. � Q 12 I 13 I 14 rnrn N CSI N N 0 N � 00 W O r + 15 tit � r L J 0 r. � Q W • LLJ W a � Z < Q w � m - W W APPROXIMATE DESI13N GRAVE Q ABOICE SEWER MAIN w Z� 1I� 2 1 358 .•......... � t• Ct33D t�D of 0 0 0#6 0 0 a 0 *000 0 0 0 see 0 00 . . . . . . . • . L0 . . �� . . . . %K . . . . . . . . . . . t . r. te. . _ . . . . . • . . • • • • • �.�-r : . . . . . • s�,ra.r� . . - . _ • . ' . . • . . . . 0 � . . . . . 0 0 • a • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N 0 0 0 0 f N _ _ G -- 356 . , . . �- °' . . . . . . . . r . . . . . . . . . . . . . . . 24" RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • • . . • . . . . • . • • a . • . . . • • • • • a • . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._� . a rnrn w N 4 5 N N 0 N � 00 W O r + 15 1 16 rnrn J� � 4 5 N III P � 00 W O W + J Lri J • r L J 0 r. � Q W • LLJ W a � Z (� w � m - W W APPROXIMATE DESI13N GRAVE Q ABOICE SEWER MAIN w Z� 1I� ra co ui N 13 20� 1 0. cy X� Ix W rr� o' w x d- w1 o% o w N �? w � J A0 N = oZ +� �w w � 16 ih -- ' 17 +4. I- - 00 N 17 Z c� 00 (.0 N cD + � c+D r EX CO TO E REMOVED. THIS SHEET � 2011 12 11 14 w A _(z PHASE 3 IMPROVEMENTS IAlCTAI I '?-CA r-,4- 1 1= BELLANDO STREET INSTALL 263.2± L.F 4. 17 +45.02 7 --R x 00 J0 sD 1`r) T_ 9 i f HORIZONTAL: 1"=509 VERTICAL: 1"=2` 3 4 4 5 5 V_ III P LO L � f LO N V_ 00 f r 0 N N r • r L J 0 r. � 0 r„ r • • .- 16 ih -- ' 17 +4. I- - 00 N 17 Z c� 00 (.0 N cD + � c+D r EX CO TO E REMOVED. THIS SHEET � 2011 12 11 14 w A _(z PHASE 3 IMPROVEMENTS IAlCTAI I '?-CA r-,4- 1 1= BELLANDO STREET INSTALL 263.2± L.F 4. 17 +45.02 7 --R x 00 J0 sD 1`r) T_ 9 i f HORIZONTAL: 1"=509 VERTICAL: 1"=2` co U w L7 N d" d- LO M LO '34S? 1 $" 3 INSTALL 42t L.F. 18" CL -111 R.C.P. w /R.G.J. STORM -DRAIN 0 0.12 N STORM—DRAIN SECTION 6 No SCALE i X EXISTING OUTLET STRUCTURE PER COB STD. D -11 X BASIN FLOOR= 342.17 0M r Nr'1, _ Li Li w t1 M to O W rich Za EX GRN D LA a INSTALL 43.601 L.F. INSTALL 37.81 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 2.259b STORM- RAIN 0 2.25 Q STORM —DRAIN SECTION 6 NO SCINI m a M M F— 0) � Q r °w* 0 zu , W w W O 0 \..� cv w lAJ m M 0 0 N cm co I b Z 0 m } m m � b 5 l C4 4mm w e °i d Ci I 0 m z 0 U) w tr W w �? M8 ce- CL o a' Z Q Cp J � a T Z co co Q a = V c 1 2 a ON- �N� H W Q W F- -7a2a Pai -�I R III P • • • • • s a • • • ♦ 3 6 0 360 • • • .- ,y • APPROXIMATE DESI13N GRAVE Q ABOICE SEWER MAIN • 0 0 0358 358 .•......... ! t....... ........a..t..t.....f•aa•aat•aa t• ataa•a!♦!•aa••a!•as♦alaa!!• a• 0 0 •0 •9 0 •s•0 0 0 0.00•!••! of 0 0 0#6 0 0 a 0 *000 0 0 0 see 0 . . . . . . . . . • . . . . . . . . AP ROY A rE . ME IGN . GRADt A80 VE SEWER MA 11V . . �� . . . . %K . . . . . . . . . . . t . r. te. . _ . . . . . • . . • • • • • �.�-r : . . . . . • s�,ra.r� . . - . _ • . ' . . • . . . . 0 � . . . . . 0 0 • a • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 56 0 0 0 0 03— — 356 . , . . 0 . . . . . . . . . . . . 0 . . r . . . . . . . . . . . . . . . . . - • . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • • . . • . . . . • . • • a . • . . . • • • • • a • . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._� . a . . a . f . . f . . f . f . . . . . . • a . • • • . : : •; . . . . . a . • • ' 3 5f . 3 5 4 • . . . a • • . . • a a a . a a • • • • . . a • a • • a . . . . . . . . . . . r a a • . a • r • . . . . . . . . . . . . . . • a a a • . . . a • . . . . • . . • ; ; . . . • • . • ; : : ; ; ; • . . . . : : . : : • a • f • • • a a s a • a • s • • t • • • s • • • • • • s • - • • • 3 5 2 • • • a r • • • • a • 352 • • a . • • a • • s • . • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • a • • s • • • s • • • • • • . • • • • s • • . • s • • • • • • • • • • • • • • • • • • • • s • • • • . s . • • • s • • • • • • r • • • • • • I 0 0 0 0 a 9 0 0 a 0 a 0 a a 0 a 0 a 0 a 0 0 0 350 3 5 0 . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 JS • tt I i. • r IN 348 .......... • • � 0 0 0 0 . y III��� 0 0 0 0 3 4 8 0 a • • s • • . • • • • • • • • a • . • • • r • • a • . a • • • • • • s • • • • • • • • • • . s • • • a • • • • • • . C _ • • r • • • - - - • • . • • • • • 2.4 L. ' GONSRJGT 26 '346 346 . . . . . . . . . . 41 . . . . a . . . r . . r • . - . . . . . - . . . . . . . . . . - . - 0 • ' ' . • . r . -8i' -P -VC - SEWER .357,6 **%:r- . . . . • . . . INSTAL 24-.5± LsF. . . ISALL 153. 1L.F•. . INSTALL 9 �. �� L. F. ._* ' . 1 . . a . . . . f �• • . . . f • • • �� �, • a • • • • • • s ! 6 � PVC-SEWER @ Q.35 • • • . 8"- • • • s P• V• G • S• E • W• E R • •s @ • . 0 .• 35• % • • . • • a • • • P V• C • S• E! W• ER • .0 0.357 • • • • 8!• • 0 0 0 • • • • • a • • • • • • • • • • • • s • • - • t • • • • • • • • • • • • r . ' �. i . . . . . . . . . . 344 A. . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . ro 0 0 9+ 0 00 0 0 0 0 0 0 0 0 1 0 0+00 a 12+ 00 1* 1 +00' 0 9 13+ 0fl 4+ 00 15 +Q0 16+00 17+00 18+00 co U w L7 N d" d- LO M LO '34S? 1 $" 3 INSTALL 42t L.F. 18" CL -111 R.C.P. w /R.G.J. STORM -DRAIN 0 0.12 N STORM—DRAIN SECTION 6 No SCALE i X EXISTING OUTLET STRUCTURE PER COB STD. D -11 X BASIN FLOOR= 342.17 0M r Nr'1, _ Li Li w t1 M to O W rich Za EX GRN D LA a INSTALL 43.601 L.F. INSTALL 37.81 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 2.259b STORM- RAIN 0 2.25 Q STORM —DRAIN SECTION 6 NO SCINI m a M M F— 0) � Q r °w* 0 zu , W w W O 0 \..� cv w lAJ m M 0 0 N cm co I b Z 0 m } m m � b 5 l C4 4mm w e °i d Ci I 0 m z 0 U) w tr W w �? M8 ce- CL o a' Z Q Cp J � a T Z co co Q a = V c 1 2 a ON- �N� H W Q W F- -7a2a Pai -�I R a INSTALL 43.601 L.F. INSTALL 37.81 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 2.259b STORM- RAIN 0 2.25 Q STORM —DRAIN SECTION 6 NO SCINI m a M M F— 0) � Q r °w* 0 zu , W w W O 0 \..� cv w lAJ m M 0 0 N cm co I b Z 0 m } m m � b 5 l C4 4mm w e °i d Ci I 0 m z 0 U) w tr W w �? M8 ce- CL o a' Z Q Cp J � a T Z co co Q a = V c 1 2 a ON- �N� H W Q W F- -7a2a Pai -�I R m z 0 U) w tr W w �? M8 ce- CL o a' Z Q Cp J � a T Z co co Q a = V c 1 2 a ON- �N� H W Q W F- -7a2a Pai -�I R Z Q Cp J � a T Z co co Q a = V c 1 2 a ON- �N� H W Q W F- -7a2a Pai -�I R -7a2a Pai -�I R CONSTRUCTION NOTES G INSTALL SEWER MANHOLE LO to L6 ck INSTALL SEWER CLEANOUT 17.51' z© '100 a 5.35' 5.35---a-i w! = w -mss - INSTALL SEWER ::E Of z z INSTALL STORM DRAIN • • • • • • • 0 0 0 0 a a 0 a a- 0 0 a 0 0 0 0 0 a 0 It 0 a 0 v a a 0 0 0 0 0 0 0 0 0 0 a 0 • .360 358 • • • • • • A PPRO)MA Ti -DE SIGAI -GRADE . . . . . . . . • ABOVE SEWER MAN 358 0 INSTALL STORM DRAIN MANHOLE NTH NUMBER • • • • • 0 0 0 0 • X ♦ • • • • • a • • • • . . • • • 352. a • 0 0, 0 0 a 0 0 INSTALL TYPE "'A" CATCH—BASIN • • • • • • • • 0 • a • a • a • bi 01­ w .11 co 0 bi • e a 0 0 0 0 0 0 0 0 0 0 • • RIGHT—OF—WAY c� c + 6 0 00 + C"4 N N + 0 1- D 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 + CD w I C) TING SEWER EXISTING 0 0 __r Nr) a A • • • 0 0 • 0 • • • 0 • • zuz >_ Lo _j LLJ Lo CD z EXISTING STORM DRAIN L6 < W < __j 3: L-Li F_ < L.Lj F- cn L < EXISTING EDGE OF PAVEMENT + z < Li < = LLI + rl*-_ ly- LLJ SD STORM DRAIN STATION L.JJ 3�: LLJ < => < :2 m 0" m 0 F_ cn S SANITARY SEWER STATION' w !--� -! w !-`-! z 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 2.251 MIN. — 70 MAX. OF COVER AT THE PROPERTY LINE. N (.0 cn m+ N INSTALL 75.17± L.F. 18" CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 1.50% 18" INV S--E= 350.07 BOTTOM 18" SDlomm 349-09 TOP 8" SW R- 3.46-95 w- I- LO to L6 ck +j 0 CD _r 17.51' z© '100 a 5.35' 5.35---a-i w! BOTTOM 1899 SD= 348.83 18" INV W= 348.94 .�..�,,.,, 8 IN V S, cc..._ 348-39 SW R= .0.00 . p 8 - 346.78 �1STORM —DRAIN SECTION 7 NO SCALE _N_ HORIZONTAL: 1"=50' VERTICAL: 1 "=2" TRACT 7222 PHASE 5 PHASE 5 IMPROVEMENTS EDERIA WAY 0 Q� Li Li ry I I ILL] n Lj cn CK 0 Ile T_ 0') F- orf C-0 of 00 :D UJ r-, INSTALL 148.8± L.F. 3: 3: "a L6 C) C1,14 z w 24" RCP SD @ 0.09% CD 7' UJ + < X ,0 + < Gn L j Lj_j I -I- X LLJ U LLJ Ln Lli :44:z LLJ C\J 0) LLJ LLJ Pe) F- 0) S + I + 1 3: r,- + _LLJ vo 0 ,1- 0 LiJ Z a) CD 0 U) 0 z I z _E x < 0 < x z LLJ 0 :2 W 0 D < > LLJ < 0 LLI F- > F_ 00 0C) 0 Lij LLJ LLJ Ld LLJ LJLJ w z 3: 0 ry Ld Z V) 0 C 0 u n 360 ............... • *Osseo 000,966 • so 000000 so 00 so ****fees 06 *so*** so so 410* • *a goessese so go** seseses see***@* ***Go • 360 • • • • • • ♦ 358 a • 0 • • a • • • • 0 • • a 0 • • • s 35-8— • 0 0 0 0 a • • • • • • • • • • • • • • • • • . • • 0 APPROXIMA TE DESIGN GRADE 356 356 *0 0 • 0 0 • 0 • a 0 • 0 • 0 • • a 0 • 0 a • • a • 0 • • • 0 • • • AR VE. SEK R / AA • . . . . . . . . . . . . . . . . . • 0 0 0 • • • • a • 0 • • 0 • a 0 0 0 0 • • 0 a 0 • • • Q • 0 0 • • • • • *354 354 a a .0 a a a 0 a 0 0 9 0 0 0 0 a 9 0 • • 0 is a 0 0 0 a 0 0 0 a 0 a 0 ! { . . . . . . . . . . • • • a • • 0 • • a • • a • • • • • • • a • • a • • • a • • • a • 352. 350 SADDLE PER e . • • • • • • • • • • . • • • • • • • • • • • r • • • • • • • • • • • • �- • � • • • • • • a • • . • • • ! • • • . • • . • f • • • . • . • • • • • f • • • • . • - • • • �• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • . • • • • • -0 MY �TIJ b 348 t OF e 0 0 0348 • V_ 0 0 0 0 6 a 0 e 0 a a otk 0 a a 0 a 48 a 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 a 0 0 a, ljj 0 0 0 0 0 • . . . . 0 0 0 0 0 9 . . . . . . 0 0 0 0 0 0 0 0 a • 0 0 0 to 0346 346 • • • • • 9 0, 0 0- N 41 0 0 0 0 • V. • • • • • • • 0 • 0 • • • • • • 0 a • • • • . • • • a 0 a 0 a 0 0 0 9 0 0 0 0 0 0 0 0 0 6 0 344 344 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 4 0 0 0 a 0 0 0 0 0 INSTAEL* 0 • 0 0 0 0 0 - INSTALL 337.0± LeF. EXISTING. 148.78± L.F. 0 55.0± L.F. 0 8*1 PVC• SEWER @ 0.35% 8" 'PVC SEWER 00.257o 0 8"* PVC 0 • . • • . ■ • • • • * • • • • . • • • • e • • * • • • 0 • • 0 • • • • • • • SEWER• • 0 @ 00.35% • " 0 - xtt/ • —2 342 • • • • • • 34 0 0 0 a a 0 0 • a 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 • 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 • 0 • 0 0 • 0 0 0 0 0 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 TRACT 7222 PHASE 6 6 --"Nmmmm Ar 0 + 8 7 PHASE 6 IMPROVEMENTS EDERIA WAY -� HORIZONTAL: 1"=50' VERTICAL: a 0 0 0 0 CONSTRUCT 199.4 L.F.± a a a • • • • a • • & • • 8" • PVC SEWER -@ 0. 35% 0 0 0 0 • • • • . • • • • • 0 • • 0 • • • ♦ • • • • 0 e • • • * . * 0 • • • • • a • . • • • 0 • • • • • • • • a 0 a • 0 0 • • • • • 0 • • • • • • • • • • • • 342 a 0 • • • • • ♦ In 0 • • • a • • • 42 0 0 0 0 0 0 a 0 • 0 • 0 0 14+00 15+00 16+00 17+00 18+00 m cwn co ac cc z 0 w'€' LAJ ?.E C.> C.> L> 888 IL> C.> u ir ffi cr- LLJ LLJ 0- CL (L w LLJ LLJ c. x co u L6 + + + +j 0 CD _r 0 z z F__ < cn = w w cr ::E Of z z 360 • • • • • • • • • • • • • 0 0 0 0 a a 0 a a- 0 0 a 0 0 0 0 0 a 0 It 0 a 0 v a a 0 0 0 0 0 0 0 0 0 0 a 0 • .360 358 • • • • • • A PPRO)MA Ti -DE SIGAI -GRADE . . . . . . . . • ABOVE SEWER MAN 358 • • • • • 0 0 • . . • • . • • • • • • 0 0 0 0 • 0356 ♦ • • • • • a • • • • . . • • • 352. a • 0 0, 0 0 a 0 0 . . . • • . . • • • • 0 • • • • • • • • 0 • a • a • a • • 0 • a a 350 348 • • • 0 • • • • • e a 0 0 0 0 0 0 0 0 0 0 • • 346 *0 0 6 0 0 6 346 0 0 0 0 6 0 0 a 0 0 0 0 w 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 EXISTING 8 8" SEW WER 0 • • • • • • • • • • • • • • • • • • . • • • • • • • • • • a A • • • 0 0 • 0 • • • 0 • • • • • • • 0 0 a 0 0 0 0 0 16 • • 0 • 0 • 0 0 0 0 • 0 A A m cwn co ac cc z 0 w'€' LAJ ?.E C.> C.> L> 888 IL> C.> u ir ffi cr- LLJ LLJ 0- CL (L w LLJ LLJ c. CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT -+as - INSTALL SEWER a 0 0 0 0 0 0 0 0 0 0 0 .......... ........ INSTALL STORM DRAIN • • 0 • a • • • • • • INSTALL STORM DRAIN MANHOLE WITH NUMBER • INSTALL TYPE 9"A" CATCH—BASIN U) RIGHT—OF—WAY *all 5009*0*348 # 0 EXISTING SEWER • ii EXISTING STORM DRAIN dL 14- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION 9-A 0 47 • 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 FLOWLJNE AND A 2.25' MIN. — 7" MAX. OF COVER AT THE PROPERTY LINE. PHASE 8 IMPROVEMENTS _N_ F' I cy) CN 00 + F- < U INSTALL 52.75± L.Fo 18" PVC SEWER 0 0.11% ci HORIZONTAL: 1"-50' 0 a") CN 0 J • L ° t VERTICAL: 1"=2" cn + a 0 0 0 0 0 0 0 0 0 0 0 .......... ........ 00 + + r • • 0 • a • • • • • • cy) 0 • CN L co U) < *all 5009*0*348 # 0 0 • ii • ::E C) a 0 0 0 0 & 0 0 0 0 a 0 0 0 0 a a ry Lli A • VV yu 0 0 0 0 0 0 0 0 < a N 0 • L • • • • 0 0 • 0 • a • • a • INSTALL L 360 ............................... • 3 �-� ............................•.. 0 0. *L( 358 0. • 0 • 00 • • • *00* ..o. *so. .00. • • • a 0000 0.00 .0. • a* • 000 356 go 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 • • • • • a • • 0 • • 0 • • • 0 0 . • • 0 . . 0 • 0 . . . . • • 0 • • a 0 • 358 356 go 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 Or e 0 0 0 0 0 • • 0 a • • • • • 0 • 0 0 0 0 356 • • 354 . • a . • . . . . • 0 0 0 lb 0 0 . . . . . . APPROAMA TE.DESIGN .GRAD E *A8011f .SEWER iVA IN • 354 a • • • 0 a a 0 • 0 • • 0 0 a • • • • • 0 • • • . . . . . . 352 • • . . • • • . . . • • • • • . . . . . . . . . . . 350 350 • • a- • • • • • • • a • • • 0 • • a • • • • • • • • a • 0 • • • 1 • • 0 0 a • 0 • • • a • • 0 • • • • 0 • • a 0 0 ♦ 0 0 • • 0 • • • 0350 • • 0 0 • • 348, • 'a 0 a a 0 348 • 0 • a 0 a 0 0 • a 0 • 0 0 a a 0 • 0 • • 0 s 0 • 0 0 • 0 0 0 a 0 • a 0 • 0 0 0 0 • • • • • a • 6 0 0 • a 0 0 9 a 0 0 a 0 0 0 6 9 0 0 0 0 0 a 9 9 0 0 0 0 0 a 0 9 0 0 0 0 • 0 0 • 0 • • a a 0 0 a 0 0 348 0 cd 04 4 • Z C.> .0 Z • • a • al al a • • 9 0 • a • 0 • 0 • • • • • a 346 0 Is 0 • • • • • • 346 00 0 0 .... . • 0 a 0 0 0 a 0 0 • 0 a • & • 0 a 0 0 lk 0 • 0 & 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a • • • a it a 0 a 0 a 0 a 0 a a a a 0 • a a • • 0 a 0 346 � 0 • U Z 344 0 0 0 a . . 10 <0 344. • 0 a 0 0 • • 0 • • • • 0 • 0 • • • • • • • 0 • • • • 0 • • 0 • • • • • 0 • • a • • • a • 0 .0 0 a • • • as* CONSTRUCT 328 0, 8 L.F.± 0 a • • • a 0 8 PVC SEWER @ 0. 35% 0 0 0 0 a • a a • • • 0 • • • 0 0 • • a 0 • • • 0 • 0 • a • e 0 0 *a • • as* a G • • • • • • • see • 00 0 • • • • a • a 342 0 a 9 a 0 0 0 0 0 • • 0 • 0 0 • a • 0 • 0 ► 0 0 • 9 • a 0 0 • 0 INSTALL 335.0± L%'F. • 0 342 • a • a a • 0 • 0 • a a 342. so a 0 0 0 01-9 0 0 0 0 0 0 0 19 a 0 0 0 0 4 a a 0 0 a a" - PVC- SE-WER -0 0.35% •o• 9+00 - 10+00 11+00 12+00 13+00 0 Of z 10 0 LJLJ + 0 F- Nf D —i LJ Ir— ch F- D I I EX C.O. TO BE REMOVED. TYP THIS SHEET t� Lij V) F— < 0 —r < CL w F- INSTALL 42.75± L.F. 18" PVC SEWER @ 0.12% 04 0 T V-lb- w to z 0 + < UJ .......... •360 • 358 . . . . . . . . . . . . . .•.•.••••• .......•356 10 0 . a 0 0 0 0 0 0 0 0 0 0 0 .......... ........ 0 354 • • 0 • a • • • • • • • 352 • 350 U) < *all 5009*0*348 # 0 0 • ii • ::E a 0 0 0 0 & 0 0 0 0 a 0 0 0 0 a a a 3 46 A • VV yu 0 0 0 0 0 0 0 0 0 a N 0 • 0344 • • • • 0 0 • 0 • a • • a • INSTALL LO 71.16± 6L.F. a 0 : • 3 �-� 8"" PVC •SFWE.R. • • • 0 360.. @ 0.35% 14+00 to CN CO LLJ V) F- 0 < F- I PHASE 7 IMPROVEMENTS PH ISTO PLACE 0 0 Z + LLJ Lli (f) )4 "jc-> 0 10 HORIZONTAL: 1"=50 VERTICAL: 1 "=2' II 1 I� II II II INSTALL 42± L.F. 18" CL-111 R.C.P. w/R.G.J.— STORM—DRAIN 0 0.1236 N STORM—DRAIN SECTION g NO SCALE t­oo- —.1 b N 00 &.­ C3 x M It CN ui 0 U) < < X ::E z v rq a rn Lli a N rye w z Co LO LO 360.. to to • • 0 • gal • • • 360 a • 358 • • 0 • 0 • • a • • • • • • • . • • • 0 • • 0 0 • AFPROXIMA ht DESIGN GRADE ABOVE SL—Wff RAIN • • a 0 • 358 356 go 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 Or e 0 0 0 0 0 • • 0 a • • • • • 0 • 0 0 0 0 356 • • 354 . • a . • . . . . a a . . . . . . . . • 0 0 0 0 0 a a 0 a 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t . . . . . . . . . . , r . . • FN A . . . . . . • • • lop • a • • • 0 a a 0 • 0 • • 0 0 a • 352. a a • 0 0 • • • • a a a do 0 0 • • • • • 0 • a a 0 • • • 0 • • • • 0 • • • 0 • a • • a • a 0 • • • • 0 • • • 4 • • • • 0 0 352 • 0 • • • 0 • 350 • • a- • • • • • • • a • • • 0 • • a • • • • • • • • a • 0 • • • 1 • • 0 0 a • 0 • • • a • • 0 • • • • 0 • • a 0 0 ♦ 0 0 • • 0 • • • 0350 • • 0 0 • • 348, • 'a 0 a a 0 0 a • a a • 0 0 • • 0 • a 0 a 0 0 • a 0 • 0 0 a a 0 • 0 • • 0 s 0 • 0 0 • 0 0 0 a 0 • a 0 • 0 0 0 0 • • • • • a • 6 0 0 • a 0 0 9 a 0 0 a 0 0 0 6 9 0 0 0 0 0 a 9 9 0 0 0 0 0 a 0 9 0 0 0 0 • 0 0 • 0 • • a a 0 0 a 0 0 348 0 cd 04 Z C.> L> Z • • a • al al a • • 9 0 • a • 0 • 0 • • • • • a 0 • a • • • • • • • • • • • • • • i 5 116 a • • • 0 0 • • • • • • a 9 • a • • • a • • • • • 0 • • • • • • 346 00 0 0 .... . • 0 a 0 0 0 a 0 0 • 0 a • & • 0 a 0 0 lk 0 • 0 & 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a • • • a it a 0 a 0 a 0 a 0 a a a a 0 • a a • • 0 a 0 346 � 0 • U 0 344 0 0 0 a 0 a 0 0 0 0 a 0 a 0 0 a a a 0 0 a 0 0 a 0 0 0 a 0 a 0 0 0 0 0 9 a 0 9 a a • 0 • a • • 0 0 a • a • a 0 0 0 0 0 a 0 • 0 0 a • 0 a a 0 0 0 0 0 344 a • a 0 a 0 0 . EXISTING 8" SEWER • • 0 • 0 . • • 0 0 • • 0 a • • • • 0 *so 0 a • • • as* CONSTRUCT 328 0, 8 L.F.± 0 a • • • a 0 8 PVC SEWER @ 0. 35% 0 0 0 0 a • a a • • • 0 • • • 0 0 • • a 0 • • • 0 • 0 • a • e 0 0 *a • • as* a G • • • • • • • see • 00 0 • • • • a • a 342 0 a 9 a 0 0 0 0 0 • • 0 • 0 0 • a • 0 • 0 ► 0 0 • 9 • a 0 0 • 0 0 0 • 0 0 0 0 a • a • a • 0 • 0 • 0 • • 0 • 0 • 0 • 0 • 0 0 • 0 a • 0 • 0 a • a • 0 a • a • 0 • 0 0 • 0 • 0 0 • 0 • a 0 a • 0 • 0 0 • a • 0 • 0 0 4 • 0 • 0 • 0 • f • 0 0 • a • 0 a • 0 342 • a • a a • 0 • 0 • a a 13+00 14+00 6- 15+00 16+00 17+00 18+00 II 1 I� II II II INSTALL 42± L.F. 18" CL-111 R.C.P. w/R.G.J.— STORM—DRAIN 0 0.1236 N STORM—DRAIN SECTION g NO SCALE t­oo- —.1 b N 00 BOTTOM 1891 SD­_"ft 348.51 4880 . 18's INV S.N.M. INSTALL 42± L.F. 348•75 18" CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 0.12 K"O STORM—DRAIN SECTION V NO SCALE to Cam It CN qt N b vi z v rq a rn a N N LO Ln LO LO to to tq fn II II LLJ rN U_ LL. N LAJ 00 W w a- ©o + I ra, rid; + 0 I 51, 0 cd 04 Z C.> L> Z ci § 8 8 BOTTOM 1891 SD­_"ft 348.51 4880 . 18's INV S.N.M. INSTALL 42± L.F. 348•75 18" CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 0.12 K"O STORM—DRAIN SECTION V NO SCALE to Cam z 0 LLJ LAJ LAJ W I A` I C.> L> § 8 8 U U a- 6- cL W LWLJ VI ILXILJ C-4 IKICTAI I X10 0+ 1 F C) CD u� CD CS) Q , r) PHASES 112,335 IMPROVEMENTS HEIBRA WAY INSTALL 17.0± L.F. 18" RCP SD @ 1.10% 360 ......... ........ go. 0 • ......... 4PPROYlAfATE QE.,5112N i?RA.Z2f . . . . . . . . . . . . . . . . . . . . . . . . . a 0 MA IN 358 . . . . . . . II4BO VE SEWER • xx • . . . . . . . . 0 0 a 0 a • . . . . . . . . . . . . . . . . . . . 356 11. • • • • • • • 0 6 • go. • ..0 • ..o 0 • 4 • 0 0 0 0 0 It • 0 • 0 • 0 • o • • • • o • • * 0 • • • • 0 • • 0 0 . • • • • • • 0 0 0 9 0 0 4 0 0 354 0 see 000 0 000 0 000 0 0 9, 0 o 0 0 0 0 0', 0 9,0 a 0 0 0 • • • 610 • 0 • • • a 0 0 0 • • 0 • 0 • • 0 0 a 0 0 • • a • • 0 • • 0 • 0 0 • • 0 0 • • 0 0 0 • 0 • • Is a .110 • • a 0 • • • a a 0 0 • • a • • • • • • • 0 0 • • • a 0 Ile 11 0 a 0 e 0 111 0 a a a a a 0 a Is 0 a a 0 a a 0 0 0 0 a 0 a 9 a a a 0 0 0 a 0 0 0 0 0 a 0 0 a a 0 0 0 0 a a 0 0 0 a 0 352 a a 0 9 0 0 0 a 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 o 0 a • 0 9 0 0 41 0 0 0 0 a 0 0 0 0 1 0 0 0 0 • • 0 a • a • 0 • a 0 0 • 0 • 0 • a • 0 • 6 • 0 0 6 • 0 • a • 0 • 0 • a • 0 • a • 0 • 0 • 0 • a • 0 • 0 • 0 • a 0 0 0 0 1* 0 • 0 • 0 0 • 0 • 0 • a • 0 0 • 0 • a • a a • 0 • a • 0 • 0 • a • a • 0 0 • 0 • 0 • 0 • 0 • 0 • a • 0 0 • oil 0 1 oil* 0 0 0 0 0 0 0 0 o 0 a 0 6 0 a o o o o 0 0 0 0 0 0 0 0 o 0 a 4 0 0 0 0 o flev ve 0/v 0 0 0 9 a a 0 a a 0 0 & 0 0 0 0 9.,99 r . . e . . . A • • • , • �• r -. . �. • • "• 'r• te- . • • • •- . . r • . • 's. . L 3 350 • 0 • • 0 a • 0 • 0 • 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 • • 0 0 0 0 a 0 0 a 0 0 a 0 0 0 a 0 6 0 0 0 0 0 0 16. a 0 0 0 0 0 0 0 1 0 9 0 0 a a 0 0 0 0 a a 0 0 0 0 0 0 0 • • • a 0 0 • 11 11 0 • 0 . . • 0 0 - - ------ .......... 010 - 348 0 • .......... a 0 0 0 0 0 0 0 • • • 0 0 a a 0 0 a 0 0 0 0 • 0 0 0 0 0 9 0 0 e 0 0 0 0 0 0 0 0 0 0 .46 gloo 0 Ao 0 0 0 0 0 Y, 101, 346 0 0 0 0 a 8 a 0 0 o NOTE: 24" RCP ABANDONED IN PLACE. MIX *DESIGN FOR 'PLOWABLE FILL TO BE 0 0 0 0 a 0 0 0 0 SUBWTTED •TO E.NGINEER• PRIOR -TO WORK • • • • • 0 a a a 0 • 0 a 0 • • • 0 0 0 0 a 9 0 0 0 0 0 0 a 0 0 a e 0 04 9 a 0 a 0 0 0 0 4 0 0 0 0 0 0 0 0 3448 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a 0 0 0 0 a a 0 0 0 0 a a 0 a 0 0 0 0 0 0 0 0 0 0 0 tk -VIP 0 0 • 0 CO p. 0 0 0 0 tk-. . ftft V: 0 • & • • • 0 0 0 a 0 • • CO 0 a 0 0 0 0 0 a 0 0 0 6 0 0 0 0 0 a a a 0 0 a 0 0 0 0 0 0 a a a 0 IF • • 0 a 0 • 0 a a a • • 6 • 0 0 0 0 a 0 0 • • a 0 a 0 a • a 0 • • VaNI 0 0 0 0 g g g 0 0 0 0 *EXISTING 290.0± LI 0 EXISTING 3lCr.O± L.F. 0 0 0 0 0 a 0 9 a 0 0 0 0 9 8" -PVC- -SEWER- 0- 0.257o! 342' 8#1,, PVC, SE*WER @ 0,*28% s s s 9+00 10+00 11+00 12+00 13+00 14+00 15+00 I --:z I H ORI ZON TAL: 1 509 VERTICAL: 1"-2' 1K10ZTA1 I 7.i� n+ I F_ 0.--� c� X + (n 0 => cl) 10 r- cn D __j x..360 ..:358 ..:356 0354 a 0 0352 '3150 . . ............. '350 r ., , I ! f • . ........... . . . . . . . • -- -------- ------- 348 Agg, . Ve • T ..... . . • • • • • • • . • • • • • • • • . . • . . . • • . • • • •346 • • 0 • • • • • _r 0 • • • • • • ► • • • • • • • • • 1 0 a a • 0 0 .......... Is 0 0 0 • • 0 0 0 a e a a 0 & • 0 9 • a • • • • a & • • • • • • 9 a 0 .0, -PIS 0 0 0 0 • 0 0 • 0 • 0 0 0 • 0 • • 0 • 3 4 4 • • • 0 • • • 0 • • • 0 0 • • • 0 • • 0 • • g • 0 a 0 • 0. • 0 • 0 • 0 • 0 • 0 0 a • & 0 0 0 • o Le 0 0 0 0 0 0 a 0 0 0 0 0 EXISTING 2�0.0± L.F. 0 • 3 0 42 L . . . . . . . . • 80' PVC SEWFR• @ • 0. 25. g 0 0 1900 16+00 17+00 18+00 + 5.5 5 l ow 1 1 249" INV N —S= 350-11 21" INV N—S_ 345.02 04 to 000 16 1 P.: to In 1* i woo rI J �! U- U- a_ W_ qh Ld 0 �2 z z 0 m es INSTALL 17.19± L.F. 181* CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 0.12% 185" INV E= \18" INV S—W= 345.02 345-04 STORM —DRAIN SECTION NO SCALE 0 `C N 5 24" INV N= 344.66 21's INV 344.66 INSTALL 41.75± L.F. 18's CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 1.39% \18"' INV S—W—_ 18's INV E — 351.39 351.97 I STORM—DRAIN SECTION g ) NO SCALE 11 LO . 1 (.0 C6 In LO rn rn LO 1* i woo rI !A_ rl-- w 0 W 4 4- + Z to CO C4 INSTALL 41.75± L.F. 18's CL-111 R.C.P. w/R.G.J. STORM—DRAIN 0 1.39% \18"' INV S—W—_ 18's INV E — 351.39 351.97 I STORM—DRAIN SECTION g ) NO SCALE qx a V) I I I 3.5" 7.5 FA-1 e--.Iw 1w - 1w 1w 1w REVISIONS APPROVED: BLA ANE NEPTUNE R.C.E. 55102 (EXP. 6/30/14) A 1 Z ,3.1 24"' INV E= 09 349.95 'vr — DATE WARIAN P. SHAW"'I"I"'II" 30" 1 N V W= R.G.E. 32178 (EXP. 12/31/14) 344.44 24" INV N—W= 349.99 24" INV 344.44 344.44 STORM—DRAIN SECTION NO SCALE CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE WITH NUMBER INSTALL TYPE "A" CATCH—BASIN RIGHT—OF—WAY EXISTING SEWER EXISTING STORM DRAIN & EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION IS 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. 1 ch 1 11 1 cq C> rn rn f#1 1* i woo I.- cn qx a V) I I I 3.5" 7.5 FA-1 e--.Iw 1w - 1w 1w 1w REVISIONS APPROVED: BLA ANE NEPTUNE R.C.E. 55102 (EXP. 6/30/14) A 1 Z ,3.1 24"' INV E= 09 349.95 'vr — DATE WARIAN P. SHAW"'I"I"'II" 30" 1 N V W= R.G.E. 32178 (EXP. 12/31/14) 344.44 24" INV N—W= 349.99 24" INV 344.44 344.44 STORM—DRAIN SECTION NO SCALE CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE WITH NUMBER INSTALL TYPE "A" CATCH—BASIN RIGHT—OF—WAY EXISTING SEWER EXISTING STORM DRAIN & EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION IS 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. 1 ch 1 11 1 0 C> rn rn f#1 1* i woo I.- cn U) 1 C4 LLJ 121, CO C4 0 0,0 z 0 0 * es 0 z LL_ , $ M�� 0 C> J � U) co uu LLJ 121, CO 3: < z 0 O =arc �a.x U) � � .es ONE V%Na LLI ~ V W Q W aim I— cf) Jc = I°(°Z LAJ M LLJ = M, I= MC> 9 9 0 0 0 i — a- a_ a- wwww mss oC4 C" 1,4� 4WI M�� 0 w i � R 00 J � co uu I>= CO 3: < O =arc �a.x � � .es ONE V%Na �S ~ V W Q W � I— cf) Jc w i � R CONSTRUCTION NOTES G INSTALL SEWER MANHOLE mim w INSTALL SEWER CLEANOUT -mss - INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE WITH NUMBER V) INSTALL TYPE "A" CATCH—BASIN RIGHT—OF—WAY EXISTING SEWER EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT z SD STORM DRAIN STATION S SANITARY SEWER L STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 49' UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.51 OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7" MAX. OF COVER AT THE PROPERTY LINE. min EG 353.61 EG 353.72 EG---f 35171 EG 7ucr NO. P--EX 2e PIPE _3%.11 Eel t•gi WAM EL "VAT"ft 351. 342. 89 EGO HIGH WATER -Q"OON ,A1•00 NOTE: SUMP TO BE CONSTRUCTED PER COB STANDARDS D-11, D12, AND D-13 SUMP DETAIL SCALE. 1' =50' loo—EX SUMP PROFILE 100""*4 CUT SUMP BOTTOM 341-00 0 SECTION Amio HORIZONTAL: 1"=5011 VER TI CAL: 1 " =10' Z% zY /---EX SUMP PROFILE oo-2' CUT SUMP BOTTOM 341.00' S CTION wool 0 HORIZONTAL: 1"=501 VERTICAL: 11"=10' FLOWAGE AND DRAINAGE EASEMENT PER DOC NO. 0213187865 - CONSTRUCT BERM ALONG TRACT 6,196. sq BOUNDARY WITHIN SUMP. NO EXCAVATION ON ADJACENT PROPERTY UNTIL SUCH TIME AS THE REMAINING PORTION OF THE 10% A e,$ SUMP TO THE WEST IS DEDICATED. 0 Ld cf) Ld I CY LL_ < Cf-) 0 a Ne" I I � LLJ LLJ cf-) m N V% %..# 1 1 4. Ag., A. PHASE 7 PHASE 3 IMPROVEMENTS P E R LA WAY TRACT 7222 MU A C%C- C cf) 0 e---, 0 X + L'i < 0 Li < < ry Of Li Lij LIJ n Ld 3: 111 (f) LL] i C) X X c� INSTALL 273.0± L.F. w w - C:) W C:) N_-, m 0 co 18" RCP STORM DRAIN 0 0.11% 0 Ln cj + 00 N + M Ld Ln + _j N O 0 C:) V-- _F -i HORIZONTAL: 1"=50' z 0 z z < < VER11CAL: 1"--21 < < z < co 360 ............. o.. a 0 • • • 0.. • • a.. • • V • • • 0...360 • . • • • • • • • • • • • • 0 • • • • • • • • • 0 0 • 0. • • • • 0 • • 0 6.0 • • • • • • • • • • • • • • • 6 • • • • • • • . . . • 0 • • • 0 • • 0 • • 0 • • • 0 f • • • • • 358 0 0 a 0 0 a 0 0 0 0 0 0 0 0 a 9 9 0 0 0 358 0 0 0 0 0 0 0 • • 0 0 0 • • • • • • • • • • • 0 a • • 0 • 0 0 • • • • • 0 q, • • • • • 0 • • 0 • • • • 0 • • • 0 • 0 0 • • • • • • • • • • • 0 • a • 0 • • a • • • • • 0 • • • 0 • • • • • • • • • 0 a • • • • • a a • • • 0 a a • • • 9 • 0 0 0 0 • • • • • 0 0 0 0 • • • • • • • • • • • • • • 0 • • • 0 • . • • a • 0 • • • • • • - • • • • • • • • • • • ► • . • • • • * • • • • • a 0 • • • • • • a • 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 10 e a 0 a 0 a 0 0 0 0 9 356 356 0 0 a 0 a A POPRO 0X*1 UsAs rE DE SIG i 2AA DwEs o 6 s o o s a 0 a 0 0 0 0 0 o o 0 0 0 o o A96ME SEWZ—R MAW -y' 0 0 ..................... 0 0 a tK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 354 c� A 0 a a a a 0 a 0 0 0 a 0 a a 0 0 0 a 0 a 0 a 0 0 a a a 9 a a a a 0 a 0 a a 0 a a a 0 a 0 a a 0 a 0 a 0 0 0 a a a a 0 a 0 a 9 0 a 10 0 a a 0 a 0 a 0 0 0 a 0 a 0 %_j %_j __r • • • • 11 • • 0 • • • • • 0 • • • • • • a • • • 0 • • a • • • • a • • • • • • a • a • a 0 • 0 • • • • • • • • a a • a • • • • • ♦ • • • a • a • • • • • • • • a • a • a • • 0 0 0 a • 0 0 • • a • • • • 0 0 • 0 • 0 • 0 • • 0 a 0 352 0 9 a a • • • • oil 0 • a • • • • • • • 0 • 0 • • • • • • • 0 a • 0 • a .11 • so 0 0 0 a 0 0 0 19 • a 0 • • • • a a • • • 0 • a ♦ a a a 0 • 0 a • 0 • 0 • a 0 a • • • ♦ • 4 • ............. • 352 • • • 0 • • • • • • 0 • • 0 • a 0 • 9 a a 0 • • • a 0 • • • 'o 0 • • • • • • • • • • • • 0 • • 0 0 • • • 0 0 • • • • • • • • 0 • • a • a • • a • • a ♦ 0 0 • • • • 0 0 0 • 0 • 0 0 • 0 • • • • • • • • 0 • • • • • • • • • 0 • • 0 0 • • 0 • • a • 0 0 a • • • 01010*990000,100000 • • • • • • • • • • • 0 • • • a a • • • • a • 350 'o • • a • • • • • • • • • a • • 011 • • • • 0 • • • • 9 • • • • 0 • • • 9 a .0 • • • 0 • • J10 '0 • • • • *0 • • 0 '9 • • a • 0 a • • • a • '350 *000090090 089866*66008998* 0 0 0 18-Plo 0 • • • • 0 • 0 • • N v • a • 1 a 0 • • • • • • • • • iv W, S• � • • • • • • • 0 • • 0 a • a a a 0 a • 0 • 0 a 0 9 0 0 a 0 a 0 0 0 8 a 0 a • • a • 0 0 • 0 • • I s • 0 • t 0 0 0 • • • • • • • • • 0 • • • • 0 • 0 • • • • 0 0 348 s 0 0*348 • 0 . • • • 0 a 9 0 0 a 9 8 0 0 0 0 0 6 0 0 8 0 0 • • • • • • a • • • • • • • • • • • • a 0 0 • 9 a 0 a • • 0 a 0 0 a 0 * a a 0 0 0 0 9 0 0 0 0 a 0 0 0 0 0 0 0 a e 0 a 0 8 a 0 0 10 0 a 0 lu� - 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 a 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 o 0 0 • • 0 • • a 0 a 0 • • 9 • • • • • • 0 • it • 0 • • 0 0 • • • • • 0 a • 0 0 0 0 • • • • 0 0 0 • a 0 • a • • • a • 0 0 • • • 0 a • a 0 • • • • • • a 0 • • • • • a • • • • 0 • d • • • • • • 0 0 0 a • a • 0 • a 0 0 0 1 1 0 - ..... 0 0 0 • • • a • 0 • 0 • 0 • 0 a 0 346 • 0 • • • • • • • • • • • • • • • L • • • a Is • • • • • • • • • • o • • • 346 o o o 6 o o o 6 6 6 o a a a a *I 81L o a a 0 ..... ...... 0 0 0 0 o 0 41 a o 6 a 8 a --- w---W a a o a 8 a 41 6 6 8 6 o 4 a a 8 6 6 0 • • • • • • 01 8 a ------ w— • • • 8 • A kk o • o o e o a • a • • a a 6 6 --- V—'* • o a a • • 0 o • a a • • • •J • • o • • • • 0 • • • a • • • • a • o a • • • • • • • 0 o 6 • a • • as 0 • • • *N e • 6 o • • • • o • • • o 41 • • • a 8 • • • • f • 8 o • • • • 6 • 6 • • 8 • • • • • • • • a • • • a • • • • • 6 • • • • 0 • a • • a • • 8 o • • • • • a 6 • • o • • • o • 6 41 a • a • a 344 o o 0 a o 4 8 6 o o e o 0 o a 344 o 8 8 • • s • • 6 • • • 6 • • • o • • • • • a • • • • • • a • e 8 • • • • • • m 6 • • • • a • 6 • • • • • • • • 6 • • o • • o 8 a • 6 • a 6 6 8 • • • AA o 6 o EXISTING 185.0± L.F. a S CXISTIN;G 3101 L.F. o o w 8" PVC- SEWER 0 0:25% • o o 8$* -PVC SEWER @ 0.25% 342 o • o • • 6 0 a • • • • a • • • a a • • a a o • a • • • • • • • • • • • • • • o • • o a • • v • • • • v a • • a • • • • • • o o • • • • • f • • • • • e • • o • 0 a • • • • • • • 8 • • • • 6 o • • 4 • o • • 8 s • o342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 M mim w c r_ V) z 0 V) 5; w (Y Lo LLj mmm C> 0 u JL> U 0— 0— LLj 0— C4 c" CONSTRUCTION NOTES 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. 2 3 4 5 /TEMPORARY SUMP � I­ EASEMENT PER � W SEPARATE DOCUMENT O � z n-11w W W - D (n C3ASC)L C (DUFZT c� r 'w F_ 'w .ry .F- -N- H ORI ZON TAL: 1"=50' VERTICAL: 1 "= 2' 3 2................. INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT . . INSTALL SEWER -- -- -}- — — INSTALL STORM DRAIN . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROX /MA TE - DESIGN • GRADE . ABOVE SSWER MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL STORM DRAIN MANHOLE WITH NUMBER o INSTALL TYPE "A" CATCH —BASIN ---- — RIGHT —OF —WAY ter. EXISTING SEWER . EXISTING STORM DRAIN 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. 2 3 4 5 /TEMPORARY SUMP � I­ EASEMENT PER � W SEPARATE DOCUMENT O � z n-11w W W - D (n C3ASC)L C (DUFZT c� r 'w F_ 'w .ry .F- -N- H ORI ZON TAL: 1"=50' VERTICAL: 1 "= 2' 3 2................. U . . . . . . . . . . . . . . . . . . . . . . . . . . 362 . . . . 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,`�` , . . . � . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROX /MA TE - DESIGN • GRADE . ABOVE SSWER MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 1/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • a • . . . . . . . • • • , . . . . . . . . , . . . . . . . . . . . . . • .360 ter. . . o" 358 . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • . . . 0 0 0 0 0 . . f f • . • • • . . • . • . • • . . . .. . . . . . . . . . . 0358 • • • • • • • • . . . . . • • • . • • . • . a • • . . . . . . . . . . • • f • • . . f • • • . • • • • • . • • • . 0 • • • . • • • • . . . . . . . . • • • • • . . • • • . • • • . • . . . . . • • • • a a • . . . . . . . . . . . . . . . . . . • s �/jj . . . . . . • 356 • • • , • • • • , • . . . a . • f • • . • • . • . . . . . • . . . . • • • • f a • • • • . . . . • • . . . . . �.�� . . • . • . . f . . . . . . • • . . . . • • • • • . • • • • . • • . • . . • 35-6- `A S �L • • °a A I N - 0 0 a 0 0 0 a a 1 0 0 a 0 0 a a a a a O . . . . . . . 354 ....,............ .....-......... s .............................:� ....•o /(/0000•••• f......•.. .. ...•35 4 • L 0 0 W w .� . F� 0 • V r I o 352 ; EXISTING' 26.74'± L.F. ' CONSTRUCT 242.58 1-.F. CONSTRUCT 69.42 L.F. • , ; . , , ; , • , ; • • • ; 352 , • 8" PVC . • . • • • . SEWER @ 0.9,9%1 • • • . • • • . . • . • , . • • a • • . • • • 8" PVC -SEWER @ 0.25% . . . . . . . . . . • f • • . • • • . • • • • • • • • f • • • . • • • • • . . 8" • PVC SEWER -@ 0.25% . . . . . . . . . . . . . . • • • • • • • • • • • • • • a • • • • • . • • • • . a . a • . . . . . . • it • • • . • • • • • 350 * • . • a • • • • • • • . • . f • • . f • . . • • . • • • . • • • • • • . • • • . • • • • • • • • • • f • • • • • . • • • • • • a • • • • • • • • • • • • • a • • f • • • • • . • • • • • . • • • • . . . a • • • • • • • • • • • . . • . f • . f 350 9+00 1 11+00 12+00 13+00 14+00 15+00 �C REVISIONS APPLOVEI).. LZ lee At E. NEPTV E Exp. DA 2 M RIAN P. SHAW DA R,,C.E. 3217s (PxP. 12/31/1¢) 1.4- 't CN w tLo 1 y U �o Ca O' r z0 mQ c c o" cn o cn w c� °a I N O s W w r I o a o �