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HomeMy WebLinkAbout1.2-6152 Ph 5 Rec DrawZ V o 04 Lf) 0 O Z ZM co T_ r W (D to UJ m ca 0 � � Z Lu �W z UJ Z _ H w O aco cv) w V �. 0 UL � H W N Of C� (n p o Y W�a }Z cq m oo o 0WZ�>o �W�OXU . mWNww ma 00 z oaaa�� `,, Lij �W W0� r` o to W���pV r°•� REVIEWED BY. � a�Q�(nZ W� o 0 V) (n wY�w�W d W W r „W(n�� co U Z m ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE ~ V) P Z U.J X W Fn o o v �� �n W � M Z N uj W> R990RD L/RA �..n V W O� Y� < U ILA D D a APPROVED BY: �°° ZZ Q� W�wOm m \pEER �c d cn ------- wo<m< 7-J� � c O U. 0= O W = O�� ��� � of 400, v) cL '0004f- Z C WORKS DIRECTOR, CITY OF BAKERSFIELD DATE BY: FRED W. PORTER, RCE 33448 EXP. DATE z w 3 a z 4, 3 > v R UL M. ROJAS R.C.E. 39880 (EXP. 12/31/05) z J Z m a W� � a °d v g. Q Y J W Z O � �p�W�OD p� `'� � W P,�v V) 0 z wWo?WOi �5/0321 BENCHMARK USED: z Q � TOP OF CONCRETE MONUMENT AT THE CENTERLINE INTERSECTION OF J McKEE ROAD AND AKERS ROAD ELEVATION = 350.08 (U.S.G.S. DATUM) z PER TRACT N0. 6152 —PHASE 4 STREET PLANS — MATERIALS LIST ESTIMATED QUANTITIES, NOT SHEET No. INDEX N cn TO BE USED FOR BIDDING PURPOSES I ; zo 12 CD TITLE SHEET ' ; � co � W PHASE 5 BOUNDARY Q W SEWER t2" SEWER MAIN 273 L.F. D DETAILS — GENERAL NOTES ; �0 12 13 " � ' Z 16 o 11 IS COURT ¢ �� 8» SEWER MAIN 1659 L.F. CD AKERS ROAD � � 4 » �4 ,s ,s ,� ,8 ,9 2� � �' 6� SEWER MAIN 346 L.F. - - - -# RASE 3 4 SEWER LINE (LATERALS) 1121 L.F. ROCKHAMPTON AVENUE i � i to <i> Ia 18 24 � STANDARD MANHOLES 8 EA. ' Z < STANDARD CLEANOUTS 1 EA. � SIERRA MADRE AVENUE � W � 8 � a �Y 22 2' ADJUST M.H.'S &C.O.'S TO FINISH GRADE 8 EA. � �i< L) LASSO COURT ••r-- STORM DRAIN p MCCLINTOCK ROAD 1 2 3 4 c s I � �, W 30" R.C.P. STORM -DRAIN 997 L.F. I SI RRA MADR AvE B E1 3 SD#2 0 23 24 1.1.. a 15 14 13 18 t� 24" R.C.P. STORM -DRAIN 10 L.F. CE> CHISOLM TRAIL AVENUE � 1- — � � � � co to t 6 � 5 18" R.C.P. STORM -DRAIN 832 L.F. #1 NI m PA CHECO RD. TYPE A CATCH - BASINS 3 EA. Y 26 25 ❑3 FA RvIEw ROAD STORM -DRAIN MANHOLES 5 EA. � ■ #2 CB #3 S� #� #6 I � A% AOD�fl01�M1. PARK A� 24 19 & 21 22 ADJUST MANHOLES TO FINISH GRADE 2 EA. , cn N 27 28 29 30 31 32 � 34 35 1 38 39 40 ci RVI EDISON 2 25 29 PROJECT #s �' 3 PHas 3 36 � 37 37 PH SE 2 T LEGEND W PH SE fi ap 32� JI 35 I �,3 ,3L} � 31 Z 32 33 34 35 36 37 � McKEE GRE FIE TRH- TOP OF MANHOLE ELEVATION CD � SD 3 _ CHISOLM TRAIL AVENUE SD 5 Q PANAMA SHEET INDEX NUMBER # # UMPKIN CE ER INV.- PIPE INVERT ELEVATION I - - - - � 2 5 0 4 3 (E,SN,W)- , (EAST, SOUTH. NORTH, WEST) �1 4 SEWER MANHOLE W /NUMBER _ _ _ _ sue' LOT 42 URNO ROAD S P.V.C.- POLYVINYL CHLORIDE #1 • SEWER CLEANOUT W/NUMBER � SD #4 � Z TRACT 6152 �d 3 RjiGIORGIO = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY � 30 $4s 42 41 PHASE 2 in 99 t _ � 40 39 38 Z g o SD STORM DRAIN MANHOLE W /NUMBER ALL LENGTHS PRIOR TO BIDDING THIS PROJECT � � Z 11 � 12 7 8 � 9 10 R.C.P.- REINFORCED CONCRETE PIPE CBA3 -■- CATCH -BASIN W /NUMBER ' _ r�.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN OUTIET STRUCTURE � PROPOSED SEWER MAIN OR STORM -DRAIN Z �. 0 -- - - - - -- EXISTING SEWER MAIN OR STORM -DRAIN co - "- KEY � MAP DATE 06/28/2005 SCALE: 1 =200 PR JOB No. 02 -4657 VICINITY MAP NO SCALE -N SHEET m OF 6 SHEETS r ..o-.n, COB 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 ADDITION. 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. PORTER - ROBERTSON ENGINEERING AND SURVEYING, INC. 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. PORTER- ROBERTSON 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 PORTER- ROBERTSON ENGINEERING AND SURVEYING, INC. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS. PROJECT. COB SEWER 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 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 AN-D 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 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 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 CONTRACTORS 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.13E., 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) 7!J1 +`;': EXPf Ono, 40ft% ._z DATE 46 Z O (r) H uwj 0 m W H OC O no U co Z o w M M Z' �- o to w 0C LL- 0 z - 2 w w z 0 z w M E- o w Q m� F_ o � J i-- w cn - LL N � o w o � Q CO CITY STD. No. DESCRIPTION w Q 0 CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS El 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 ❑ D -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ❑ D -13 CHAIN LINK GATES El SW -10 SAND TRAP ® D -14 CATCH BASIN TYPE "A" El 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, DURATION CURVES ❑ D -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D -18 MANHOLE TYPE "B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL TYPE "B" ❑ D -4 CHANNEL PROTECTION ® ST -22 TRENCH BACKFILL & COMPACTION D -5 RIGHT OF WAY FOR NATURAL CHANNELS I-I ST -6 STANDARD PAVFMFNT PATCHFI; 7!J1 +`;': EXPf Ono, 40ft% ._z DATE 46 Z O (r) H uwj 0 m W H OC O no U co Z o w M M Z' �- o to w 0C LL- 0 z - 2 w w z 0 z w M E- o w Q m� F_ o � J i-- w cn - LL N � o w o � Q CO t%EER coo W > U Lb v X /0321 �c Q LO Z � O = Z � � Q � N z � � w cl) � C� D � av� w � o CO) 0 DATE 06/28/2005 PR JOB No. 02 -1657 SHEET x m [EaE OF 6 SHEETS W. w Q 0 0 0 M wo ow � Y w . 00 J U u i m 3: M W a 2 � W w WW �U - CO) Q LL ry w o c o a t%EER coo W > U Lb v X /0321 �c Q LO Z � O = Z � � Q � N z � � w cl) � C� D � av� w � o CO) 0 DATE 06/28/2005 PR JOB No. 02 -1657 SHEET x m [EaE OF 6 SHEETS W. CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE WITH NUMBER Q INSTALL SEWER CLEANOUT WITH NUMBER -- S INSTALL SEWER ---- SD ---- INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE WITH NUMBER INSTALL TYPE "A" CATCH -BASIN WITH NUMBER �a RIGHT-OF-WAY Y --EX. S - - EXISTING SEWER U - -- EX. SD - -- EXISTING STORM DRAIN - -ZZI- - - 'Z - EXISTING EDGE OF PAVEMENT V Z > Dw �U LL_ � � o �I.j 0 ee!%ONEIER � d/ V) m coo Z 3 � OZ > U �°d�d U¢ o) .W 00 W + U; O� V wi H D W Q Li � "r Y Q Ct I w W Ni 0 +0 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 RIGHT —OF —WAY LINE. N _ m • U NOR FL= 345.34 DEP FL= 345.17 d9166" � s, SIERRA MADRE AVENUE HORIZONTAL: V=50p VERTICAL: 1 " =4' 18" D•52% 8" S WR INV= 339,04 • co .0 NOR FL= 345.64 \ DEP FL= 345.47 Mv . N, I o ; 8" INV N -S -E= 340.E _ INSTALL 15± L. F• 18" STORM DRAIN 0 2.00% � 1 STORM —DRAIN SECTION NO SCALE INSTALL 307± L.F. No 18" STORM DRAIN @ % mot D > J W J J J -� � � K..j Ulm U, Una cn_ �O fit' Z= Z= Z Z Z= Z= ►.� 0Z 0Z 0< ©Q 0Q V V U V V V LO 0 04 00 00 d' (/� �` OD 00 oow a,3 �- .} OW .- +cn +V) +V) � +� + v� N d- a0 00 rim 352 ............. ........................................ 6 ........................................ ..................................................... ... ..................••.•......... ........................... ............................... . .....352 • • • • • • • • • • • • • • • • • • • • • • • • • t • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t o o • • IF • • • • • • • • • • • • o • • . • • • • • • • • • • • • • • • • • • t • • • • • • • • t t • • • • • • • f • • • t • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • \� • • • • • • t • • • • • • • • • • • • • • • • • • • • • • • // ' /� • •/ /� xx • • • A� f 348 348 . . . . . . . . . . . . . . . . . GkADE • • • • t • • • • • • • • • • • • • t t • • t • • • • • • • • PLRQXI�A•T•�F �/GN 80 . SEWER . . . . . . . . . . -0- . 1 _ _• _ _ • _ : _ ' . __ _ --- -- : . . . . . . ♦ . . . t • . . . . . . . . . . . . . . . . . . . . 0*133 . . . . . • . . . . . . . t . . . . . . . . . . .b . . . . . 344 344 . . • . .�• • • • .st . • 8 1 N V . . . . 33-14#0 • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • e • • a • • t • • • • • • • • • • ♦ • • . e t • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • t • • • a • • • • • • • • • • ► • • 8: •INV :!= • • • • • • . • • • • e • • • • • • • • • • • • • • • • • • • • t • • • • • • • ♦ • • • • • • • • VS I - O'S •4 4- e, • • • • 340 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • . • t • • • • • • • • • • • • • . . • • • . . . . . . . . . . . . . . . . . . . . . . . . ♦ . . . . • • • • 0340 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ..................... ...... ............................... _........................... .. ............. / . . . . . . 18 INV E —N - S- . . . . A . . . . . . . , �� . . • 340,-= . . . . . . . . . . . . ,�JJJ v� 335 336.....•.....,., .. ..•.......• ............................... .. .........................� ... .. .. ............................... ». _ _ ... ... ti� 18 INV -W 'S - . . J • .�� �� 337.• 4W ,.....� -�,. ...o ........... ........................•.....9 .• ............................... .. ............... ............................... ............. INSTALL 25 7± L F INSTALL 256 ± L F I N STALL 314± L F �: 8 PVC SEWER a d , . • 8. PVC .SEWER C9� . 8 PVC SEWER C� r. a . 332..........•.. M...................... ..•...........�►.-1............ .. .. �.................. .............332 9+00 -10+00 11+00 12+00 13+00 14+00 15+ 00 16+00 1 18+00 19+00 PROFILE } r. a_Y** FRE 334 W.-- PORTERj RCE t 8 EXP. .: V = w K j V) 0 Z = OZ �} Q o� .T ± m LLJ DATE 16 O M F_ w H Q. � Z W Ld Y > � V Q W O W PHASE 5 -N- HORIZONTAL: 1"=50' VERTICAL: 1 "=4' LO �W �w (/)_ �O Z Z Z Z V <'C V Q co W r' w + t� N � ...........•...................•.. ..............................• . . . . . . . . . . . . . . . . . . . . . . . . 352 352 • • • • • • • • • • • • • • • • • .................................. ............................... . . . . . . . • -�� -� APP.ROX /MA TE DES /GN GRADE 348....... ............. . .................. .........348 0 • . . . . . . . . . . . . . . . . . 344:.••:. .:..• :...:...:.........•.:...: ...:...:...:...:.•.....::344 • • • • • • • • • • • • • • • • • 6" INV N =. .' 340. -3.3�• 34. 0— :.......: 0 35 ...: 340 . . . . 3360 ...:...:...:...:...:...:...:•..: ...:...:...:...:...:...:...:... :336 ' ' ' ' ' ' INSTALL '287± 'L•F• ' ' ' ' ' ' ' ' • • e • 8" PVC SEINER @. • • • • e • • • • • • • • . • . . • t • • • • • • . . . . • . • . 0. s s A/ . . . . . . . . . . . . . . . . . . . . . . . . . . ....,.,. 10+00 11+00 12+00 13+00 PROFILE TOP O N H oC W Im 0 W H V (0 co Z 00 voto to N N M M z CD to w � OC ca C' z w w z (D z L11 ■■■■■■■■■■■■■■ ■■WW- RI■■OW, 11 ` 0101 ■■I' gym,. PF �dI ON ■■ ■■I ' ®i■ ■I ■■ ■■ ■10■ I■■■ ■I no ■01 ■■■ 1■ ■ ■ ■1 ■■ ■■ --------- 11 ■■ ■■■■■■:,■■■101 0101 ■■ /" _ _ \0110■ ■1 0101 ■■, /Nr ' ■01■■I ON ■■ ■■■ ■■■■I ■■ ii --- - ---1i ii ■■■■■■■■■■M■■■ �• z � � � W o z Q o U) o � g w � N w O LO � loot OX >1 40 in � � Q Z � � QUA �c Qa w H U) co z O DATE 06/28/2005 PR JOB No. 02 -1657 SHEET OF 6 SHEETS VON, ui Q O O CO lox �a Y J U W m 4w uj 02 W LJJ Z > �U LL_ � � o o a ee!%ONEIER � d/ coo 3 � > U �°d�d vx z � � � W o z Q o U) o � g w � N w O LO � loot OX >1 40 in � � Q Z � � QUA �c Qa w H U) co z O DATE 06/28/2005 PR JOB No. 02 -1657 SHEET OF 6 SHEETS VON, CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE WITH NUMBER Q INSTALL SEWER CLEANOUT WITH NUMBER S -- INSTALL SEWER ---SD INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE WITH NUMBER INSTALL TYPE "A" CATCH - BASIN WITH NUMBER RIGHT -OF -WAY --EX. S EXISTING SEWER - -- EX. SD - -- EXISTING STORM DRAIN - - ZZL - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S SANITARY SEWER STATION ALL PLAN \AEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. cn Z a- J Q � W w cn ry U � Q W ck-, W O 350 346 342 334 330 326 Y Lo 0 0 UJ F- Z Q W U w (f) U w _ INSTALL 10± L.F- 18" STORM DRAIN 0 1.00% PLUG END INSTALL 10f L.F. 18" STORM DRAIN @ 1.00% PLUG END W d' O d O N to Z to a M U H Q U W W o >Q PHASE 5 CHISOLM TRAIL AVENUE INSTALL 1 18" STORi 0 0.38% P HORIZONTAL: 1 " =50' . ��ft�.dft _ ■ psi .s TRACT NO o \1 18 19 1: 4- sQ w o FUTURE IMPROVEMENTS N 19+ 15.40 ASE V"ol BY* .� D PORTER, RCE EXP. 7 DATE-- 10+00 1 121-00 13 +00 14 +00 15 +00 1.uu70 16 +00 17 +00 PROFILE SUMP LOT 42 TRACT 6152 PHASE 2 ,350 3,46 ;342 1 1 1 1 338 1 334 Z O (f), H W Im 0 LLJ H am �I d (%4 Lf) co co Z c 0 14 tom. w M Z >- o to w DC LL D ca (D Z CSC W W Z (D Z W U w c ■ c Ir- f ^ N � w °o Y Q m J Z g Z 0 0 cy) 0 z Q oc w w w v, W Q Z W Q 1 J N Q 0 UL)- Q e 6 r i cn Z O y N FLOOR =330.6 cr. 330 DATE 06/28/2005 PR JOB No. 02 -1657 SHEET 326 5 18 +00 19 +00 20+0.0 E- OF 6 SHEETS di 0 0 � M �a O X Y [L W J W U m co v QM w W z > ww �U 9 w U. it o o a DER ¢� OD a C� 0 4 W 3 .n J > U p W • X O y W ��S 5 l03S J Z g Z 0 0 cy) 0 z Q oc w w w v, W Q Z W Q 1 J N Q 0 UL)- Q e 6 r i cn Z O y N FLOOR =330.6 cr. 330 DATE 06/28/2005 PR JOB No. 02 -1657 SHEET 326 5 18 +00 19 +00 20+0.0 E- OF 6 SHEETS