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Home My WebLink About1.1-7372 Ph 1 & 2pYMI TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART PATTESON, RCE 44898 APPROVED BY: -27 202/ ACTING PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART PATTESON, RCE 44898 BENCHMARK TOP ... CONCRETE MONUMENT IN j ► LAMPHOLE 54' WEST OF THE CENTERLINE Y AND : ■ III! STREET J BASIS OF BEARI THE BEARING OF N 00*56'51" E ALONG THE CENTERLINE OF SOUTH ALLEN ROAD AS SHOWN ON PARCEL MAP 12100, RECORDED DECEMBER 30, 2014 IN BOOK 59 OF PARCEL MAPS AT PAGE 178, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. (PHASES 1 & 2) 1 NOTE: PHASES WILL BE CONSTRUCTED SEPARATELY HERITAGE 1� HERITAGE DRIVE (16+10 - 23+02) 13 JARDINEIRE LANE 14 ASHLEY COURT PARTERRE COURT 15 DAYBREAK COURT ESPALIER COURT (11+37 - 13+16) 16 PATHWAY COURT 17 WHITE LANE STRIPING & SIGNAGE PLAN 1$ LARIMAR DRIVE CORNELIA WAY LANDSCAPED MEDIAN PLAN t9 SOUTH ALLEN ROAD SIDEWALK PLAN 20 MUIRLANDS PARKWAY SIDEWALK PLAN ESTIMATED I INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING . LEGAL DESCRIPTION: STREET IMPROVEMENTS (PUBLIC) PHASE 1 PHASE 2 TOTAL BEING A DIVISION OF LOTS 1 AND 2 OF PARCEL MERGER • I I 1,089 LF 1,699 L OF MERGER RECORDED AUGUST 26, 2020 AS DOCUMENT NO. 220117531 • ., . . .A.B. 15,398 ,11 1 SF BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 30 SOUTH, LOCAL STREETS6 539 LF 539 L 26 EAST, • •IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,STATE OF . } . . } . q i , t 778 SF CALIFORNIA.RANGE t! CURB AND GUTTER10 LF 2,084 LF 2,694L } WIDE SIDEWALK (SOUTH 9,276 SF 9,276 SF 8' WIDE MULTI —USE TRAIL (WHITE LANE) 4,880 SF 8,064 SF 12,944 SF ' WIDE MULTI—USEI IL 15,703 SF 0 SF 15,703 SF i i it — T00 } } n L__j L_j .1` =_ I I [ ' D I I p HIGH 4; WIDE DG PATH (MUIRLANDS PARKWAY) 6,606 SF 0 SF 6,606 SF in �- m- d- t} tt GONG HEADER CURB (MUIRLANDS PARKWAY) L 1, L MITE LANE 6 " }}(WHITE1 1,008 LF 1,618L LOT 1 PNI No. " THICK CONCRETE SIDEWALK}3,432 SF LLA No. 1- 1 11861 " I I T ,1 ,1 ENCASEMENTROJECI SURVEY MONUMENT 4 EA SITE cr STREET NAME SIGNS 0 EA 2 EA 2 EA �? TRAFFICSIGNS LO T1 LLA No. -1 I I 1 - 1 LIGHTSSTREET ,. - L 1,1 L 1, L "A"CATCH—BASINS 0 EA 3 EA 3 EA �.STRIPING1, -- 1„% , L STREET IMPROVEMENTS (PRIVATE) PHASE 1 PHASE 2 TOTAL DRI !r n A.B.,099 SF 100,818 SF 252,917 -i cr CURB AND GUTTER 8,970 LF 6,13715,107 L VTpm 11838 T t} THICK T SIDEWALK 26,195 SF 24,553 SF 50,748 SF LLA No.1 1� „ I I ! 9 SF } SF 24,634 SF 11 1 SURVEY MONUMENT ENCASEMENT 1 9 EA 30 EA STREET NAME SIGNS285 1 TRAFFICI 13 EA 49 EA -N- WHEEL CHAIR RAMPS 16 EA 6 EA 22 EA STREET LIGHTS I 1 WEST MING SPECIFIC PLAN AREA TYPE }} " 11 EA 0 EA 11 EA MEDIAN10 LF 0 LF 610 L YCINITY MAP CROSS GUTTER 1,481 SF 1,505 SF 2,986 T 86 LF 56 LF 142 L NO SCALE CL— CENTERLINE DWY— DRIVEWAY FL— FLOWUNE BCR— BEGIN CURB RETURN ECR— END CURB RETURN pl— POINT OF INTERSECTION EC— END CURVE Be— BEGIN CURVE PIVC— POINT OF INTERSECTION VER11CAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OFIRIEVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HIP— HIGH POINT ■ x ■ ■ A * A x x ■ 1 ■ ■ ■ ■ y # ■ NI ■ R ■ KEY MAP - SCALE: 1'=200' LU a. ""Ni LLJ 00 • v i RUN vi 1 i WOMMOM ma (y) p*" Fmmmw gas ui C) Fm= w w U) 3: J FMO False c DATE 5/24/202 NI JOB No. 3146 I� IIIIIIIN IINIII III k 'MVi c ■ FREE: 1 ■ ■ AT TWO DAYS 1 C . "'�! •. i ! i' ■ f i i ir i r ■ i ! r . ■ ! # ', # ■ ► t ',, --. A ► -.-.. i 1... i, Y ! L ! ! ,-.. t #.. i` k i' i.:. i ! ■ i i i ■ i M ! a # ■ k i i i � t # ',, M A � i A � i k k � i R � i # ■ i■ !,. # �',, ■ y M• � i � k w ■ y i i ■ ! ! ! ` w w # e !• i w ■i 1 i i i y... i ! : i ! i L : i L ■ i � ■ ■ y y � ! �:,, # � ',,. i i. i i ! #,,,. �,,,. ! t i w J J � i' � i ! � � �., Y ■. i :. x ■ t - � -, � 1i i i,. 7■,. i :. i � ',,. ! a M : M i ■ x i * A 1 w L ■ y LMEN !. - R t. i ! � i ',, � !', � � ',, � L.:,. ■ � i � ! -.. � -:-. ::-. i i � :. -_ ! i,,,. # :i ! --. It v ! ■ y i■ E i, i i i 3i,,.. ■ w ■ ■ ■ a j i i a i a x # t w r i i an i, w ',, A # � � R : A -.-, ► i 1. -.. * ,, .-, � "► y- x t t � k i ■ ! ! ! i i ! k ! i !'. w: i/ i i y... : M i y■ L■ i 1,,.. i !. '. i L ■ ■ i,,. it f s '-. ■ 1 i y,- # i ■ ■ ,. ■ ■ ! !,, ■ M ! i ■ ■ • Ifirig", i a 1 t # L - ■ 1. THE SUBDIVIDER, ■-w .. REQUIRED, w SHALL OBTAIN k', GRADING :; ■ APPROVAL i■,,,#i 1, 1 REQUIRED M i BY OF i'.: i i,. SFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. , ANY TRENCHING TO BE CONDUCTED i SHALLa iND COMPACTED DIRECTEDPROPOSED C.O.B. STD. DWG. ST-12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING i SHOW LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ING y THE LOWEIF,,, M VALUE, ACCORDANCE r A :,. ENGINEER. RELATIVE5. COMPACTION *T LESS THAN OBTAINED FOR , � ■ A MINIMUM ■ ■ BELOW SHALL GRADE , i STREETS f� # AS DIRECTED PUBLIC COLLECTOR i w i L ARTERIAL ■', TO LIP OF GUTTER. IN ADDITION, RELATIVE MEDIANCOMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. --... ■ Y :--- IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES PATTERN AND TEXTURED SHALL BE APPROVED ,.ww! LANDSCAPE ■ i PLANS i i RECREATION ...! y PARKS y i DEPARTMENT. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A a MAXIMUM WATER/CEMENT i RATIO OF 0. t'.. 0.. *. ASPHALT i. L REJUVENATING 1 AGENT SHALL -.k BE APPLIED . i■ i !.,; NEW ASPHALT BITUMINOUS ■,.. 1 CONCRETE PAVEMENT IN R : E R,.... WITH THE TRANSPORTATION PROVISIONS STANDARD DAi/ SPECIFICATIONS, Y CURRENT EDITION, AND THE STATE DEPARTMENT A■ TRANSPORTATION Y wi l STANDARD t i`/ SPECIAL y PROVISIONS E 1,' CURRENTLY IN EFFECT, L ENGINEER. l 7 STREETS SHALL BE L iEXTENDED t . w L DIRECTED DIRECTED PUBLIC WORKS s DIRECTOR !Oi ORDER IN 11. ■ LATERAL PROVIDE i,,•A LOCATIONS TO :,,. STAMPED CURB tCE OVER LCH LATERAL. ELEVATIONS12. i GRADES !PERMANENT i PROFILES ARE GUTTER FLOW LINES i 13. THE CONTRACTOR i Li i, ! SHALL INSTALL i i i TRAFFIC A CONTROL tND OTHER SAFETY SHOWN ON THESE PLANS) L APPROVAL ■■iy PUBLIC WOR itiKS DIRECTOR. M. PRICE FOR THIS ITEM SHALL BE PAVEMENT i ■ MOUNTED14. SIGN PANELS SHALL BE ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY :. M APPROVED ■i7D EQUAL, ROADSIDE INSTALLED PER PROPOSED C.O.B. SHALL -- i LOCATED SIDEWALK, * FROM BACK. 15. CONTRACTOR R:i,... SHALL INSTALL RAISED i ■LUE MARKERS STREET -r R 4LL FIRE --i HYDRANT ii LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 16. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND ND OF STM 1557 CROSS T "# COMPACTED ,,, A■,,' . •,: MAXIMUM DRY R DETERMINED i R,,, TO Aw FT. - i i Y.,., i..:, • AND j �' EACH --- ■ i APPROACH i■M a y CROSS GUTTER. . i,; TH OF 1.0 OF DE E OF ND 17. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED r i■Mii iL 10 I►,, YS PRIOR TO DIODE ■ PAVING. (ORIENTED 18. LUMINAIRES SHALL BE STATE LIGHT EMITTING WITH TWIST LOCK PHOTOCELL AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. .,...yO ON INSTALLED 19. WITH THE EXCEPTION OF THOSE AT THE EXTENSION OF THE NEAREST LOT LINE T,.', WHERE ARE HEREIN. MAXIMUM20. SLOPE RATIO FROM BACK OF SID 1O. FACE ::-. /LL r,. STRUCTURE ! SHALL y EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR y ! PROJECT. OTHER L PART 22. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. k A, J.. a j ►' i i.. ! i': M Y x ♦ ! i i... i i w i,.. ■ i ',: i E ■ :- a r Y: # ! i '. i L :: w ! ■ - ! i i i i i ■ i M i w is , ■ � L � ' i t 3! r ► �',, � � M w � i a # � � � T i ! ! i ! L ■ ■ i i l w w ■ t i t i i # t 1 t ! i i ■ i i i t R # # Y : Y ► * 4 1 i i ii, i t �.,, ■ t � ■ �,,,. r 1 i i, ■ � r,. L t,,. ■ 1 i y "M,, i i i i ■ i i i ■ i ■ i i A � A ■ i ■ ■ ■i i i � ! ir t i w ► ! a r, A,A'! Ti � L R *E A ■! i �y *� *w, a w; i ■ ! M i,,. i i i i y i w i :. i ■ ■ i i L ■ i' � ly,, � ,. i 1 ■,: ■ i � i i ! � ■ i! R !. ► i i,. R -- � ', i i,,, � � r � A A ! � A y ■ M 1, ,. L, i i L... E': -- i i,, : i � ! i' ■ � -. ■ -. A E,. k i,'': A � * � # ; ■ # � E t i f" A � A' * "" A i i � ! � ■.. - E ■ ■ l,. y M : ■ ■ M ,. i y ! L ! L ■'.. i 'y.-. ! l i i 3! # i i i M,,, R :-- i.. i i ! i w i i i R ■ ! -. i ■,,'. i :A � � J w A � } -- i -. � � -. F y i w ■ A A :-. # i A ■ -. N � -. L * E y #� ! " � i. k �.,, E i -. t ! �,,. ■ --. M � ,. M �,,: *i J. i ► i � � L j 1,,. y �',. L L ,,. i L � IF i E � � ',. ■ � i ■ � � � i',,. A T x i L i ■#,,. i L - i i i i k- - ! L ! ! ■ t A k t i i -,.. L L r r--. # i .. ■ L -,, # w i i R ■I L i ! ■ k k ■ i,,. � ■i i,, ■ i �,, A R,.,' A i,. # * x ! �,' 7 #,. i,. A i • � A � . � �, �. r - L • L.. y ! L : � i L * ■ L ! L, L �:, -. jig w i ►.. a ',, ! w i i'. i t i R ; i a i w a i k ■ i y w 1 L i l i L� * i i L A *i i i i i A i t ■ A i A A �� i ■ w ■ i i v lit ISO * ■ M L j E E -.- i s i t ■ ■ i -_ x E L -,, E -- i t # ',, , i * ". � a � ■ � i i ■ y y So # A A i ► ■ - ! i i. ■ i- w i i t 1- w': � Y ■ w � M -. A ■ ■ J,;- � �, ► i � � ! i * A ! A i � w r i i:.- i■ Y i' a i■ i. i' a a i i ! M i* y,,,. i ■ A ! ■,. ! W "I NJ 3MI Iff ��M 1• THE FOLLOWING PROPOSED CITY!SUBDIVISION AND ENGINEERINGSTANDARD CONSIDEREDT OF THESE PLANS. (CONTRACTOR!EDITION! BAKERSFIELD PUBLIC ! CITY • • DESCRIPTION CITY • s ST-1t CURB AND GUTTER TYPES "E3' AND 'C" El ST-29A ACCESSIBLE TRASH ENCLOSURES !f !T }! TT N }! MEDIAN-1 ST-29B ENCLOSURE CONFIGURATION EXAMPLES AL/M ULTI -FAMILY DRIVE APPROACH -TYPE "A- ST-30 COMPACTOR ROLL OFF SPECIFICATIONS ST-4 COMMERCI Lf I-- FAMILY I -. ! IL I - -1 EDGE CONDITIONDETAIL PAVEMENT SECTION ST-5 COMBINATIONSIDEWALK BASIN ST-6 DETACHED SIDEWALK D-14 CATCH -BASIN, TYPE "A- -7 SINGLE FAMILYRESIDENTIAL DRIVE APPROACH-TYPE-1 5 CATCH -BASIN, TYPE „ --„ El -.1 N i) I IV --T SINGLE FAMILY RESIDENTIAL -1DEPRESSIONS - I L INTO COMMERCIALOR D-20 SIDEWALK UNDERDRI PRIVATEL 19 SW-2 STANDARD MANHOLEST-9 CROSS GUTTER SW-2A STANDARD MANHOLE NOTES ST-10 CURB RAMP --1 1 PAVEMENTPATCH SW-3 STANDARD MANHOLE DROP CONNECTIONS SIZING CHART T-1 T ILL IREQUIREMENTS -1 2A TRENCH BACKFILL AND COMPACTIONREQUIREMENTS CLEANOUT STRUCTURAL PAVEMENT SECTION SW-6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS -1 STREET NAME SIGN, POST TYPE --1 4 LOCAL II - s1 LOCALSTREET CROSS SEC11ONS T-2 MISCELLANEOUS ! DETAIL ST-15 LOCAL STREET CROSS SECTIONS! I L Cl T-3 STREET SIGN PANEL MAST ARM MOUNT NEIGHBORHOOD IGN 0 T-4 ARTERIAL EXPANSIONIINTERSECTION -1 6A STANDARD & ALTERNATECOLLECTOR SECTION ARTERIAL OR COLLECTOR WITH BIKELANES T-5 ARTERIALI ITH BIKE LANES AT INTERSECTION ST-16B ARTERIALSECTION I ! LANES WITH!COLLECTOR ST-1 7 DETAIL HAS BEEN REMOVED T-6 COLLECTOR ! INTERSECTION WITH ARTERIAL ALLEYI T-7 COLLECTOR EXPANSIONIPARKING INTERSECTION WITHCOLLECTOR -- T » » ! ! ! ! L L SYMMETRICAL N N INTERSECTION EXPANSION AR TERI AL/COLLECTOR 1 STREET KNUCKLE T-10 LEFT AND RIGHT SURVEY MONUMENT T-15 RESTRICTED ACCESS ST-23 STANDARD TYPE 15 POLEIGHT) T-16 MEDIANDETAIL AT INTERSECTION NTH LOCAL STREETS ST-23.1 PULL ST-23.2 COMBINATION T-18 MINIMUMARTERIALS •'UTILITY COLLECTORS , STREETST-23.4 BADGE NUMBER T-19 MINIMUM SPACINGIL LIGHT COLLECTORS ST-23.5 BADGE NUMBER TRAFFICI T-20 RESIDENTIAL CIRCULAR ST-23.6 STREET LIGHT ! I T-21 TURNAROUNDS FOR STREETS TO BE EXTENDED ST-23.7 STREET LIGHT ! IIITYPICAL T-22 - T- T T-23 BIKELANE STRIPING LIGHT BASE PLATEL I IL ST-25 ST-25 HAS BEEN REMOVED (SEE ST-23) FOR STREET T-27 BUS TURNOUT DESIGN LIGHT PULL BOX DETAILS CONDUIT! I L LOCATIONS STREETST-26 ST-26 HAS BEEN REMOVED (SEE ST-23) FOR LIGHTI I ! I I L CONTAINERST-27 REFUSE ENCLOSURE AND T-31 TRAFFIC I L INTERCONNECT -WIRING AND PUL ST-28 GATE DETAILSFOR REFUSE ENCLOSURE-32 ROUNDABOUT El ST-29 ACCESSIBLEENCLOSURES ■ !wl I ffluO 1i o -- ALL PRIVATE ta STREETS i ! PRIVATELY i1 INSPECTED SHALL i.:► w ► ... w IOLERANCE ON SPECIFIED ASPHALT CONCRETE (A.C.) THICKNESS. ANY PAVEMENT TOLERANCESPECIFIED SHALL BE 0.10' AND REPAVED TO SPECIFIED THICKNESS. ALL x ',, SUBMITTALS AGGREGATE i BASE, ASPHALT i PAVING STAMPED AND SIGNED BY R PROFESSIONAL ACCORDANCE NTH THE PROFESSIONAL ENGINEERS ACT R CALIFORNIA. y V uJ O Lu ui U) I z O �pL 1 U) I {L PO W ELgg^^yy CL "iii uj Qi DATE 5/24/2021 Vl/PA JOB No. 3146F �a) SHEET a1 O L Cl E COB RECORDS s LEGEND (STREET SECTIONS _ONLY O CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. 5T CL O CONSTRUCT 6% 6" CONCRETE MOW CURB VARIES U3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. VARIES 55' TO 60' ® CONSTRUCT 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS VARIES 48' TO 44' 59 _5 B CONCRETE) (SEE C.O.B. STD. DWG. ST-5 & ST-6. FOR 23, t TO 29 t CONCRETE SPECIFICATIONS, JOINTS, ETC.) EXISTING LANDSCAPE 12' z w �5 PROPOSED LANDSCAPE AREA -LANDSCAPE AREA SLOPES MAY VARY MEDIAN VARIES VARIES N o U- Q FROM 2% MIN TO 4:1 MAX SEE LANDSCAPE PLANS -BY OTHERS). ( ) �t------ ------+� q t --._.-_.._ o Q 1 m 6 CONSTRUCT 4' WIDE DECOMPOSED GRANITE PATH - u__-___ - 2~- - \7.� N\ O CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-5 & ST-6. _- _ _ � � ` � `�'- O CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-5 & ST-6. GRIND AND OVERLAY EXISTING PAVEMENT 0.25' THICK (12' FROM EXISTING MEDIAN FACE) ROUGH GRADE LINE (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE PUBLICLY MAINTAINED PER "WMSP" EXHIBIT 4-5 WHITE LANE rA WMSP ARTERIAL STREET 3 NOT TO SCALE a TT 7372 R/W I L S LOT*** 19'-20' PROPOSED BLOCK WALL t 26' (H.O.A. MAINTAINED) 8' 4' 9' 2' 2'** t t Zqo MINX \ FINISHED PAD 2�'' I2A X �' � 2% MAX /\ \/ \\/ \ \j\\ -`--"r � FINISHED PAD *= . LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX **= 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. ***= LANDSCAPE LOT/PEDESTRIAN WALKWAY EASEMENT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. a- ST I R/W CL 54' PROPOSED BLOCK WALL-- 50' WIDE LINEAR TRAIL (H.O.A. MAINTAINED) TT 7372 IMPROVEMENTS i TT 7372 OR 25' WIDE LANDSCAPE LOT*** PROPOSED DO PATH MULTI -USE TRAIL CONCRE 29' DRILL SITE t CURB AND LANDSCAPING MAY MEANDER LANDSCAPE AREA 4' 8' VARIES 20' EXISTING t MEDIAN 2'** 2' z WIDTH VARIES t © ® O NO PARKING 2%3.1 ---MIN o t MAX _j FINISHED \ \A\ \/\\\� �\/ \\\\\// 2X 2% MAX — — — — — \ 2% MAX EXISTING CURB &GUTTER ROUGH GRADE LINE (FINE �\ 2 \ ��//\, �C-`-�� J^� GRADING TO BE DONE BY /�- EXISTING (PER SOUTH ALLEN ROAD/MUIRLANDS CONCRETE CONTRACTOR) "NO PARKING ALLOWED" PARKWAY STREET PLANS) 0.30' A.C. PAVING OVER 0.40' CRUSHED AGO. BASE OVER 1.00' NAT. ORD. *= LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX COMPACTED TO 95% MAX. DENSITY **= 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, TI=6.0 R=46 ***= LANDSCAPE LOT/PEDESTRIAN WALKWAY EASEMENT TO BE LANDSCAPING TO BE MAINTAINED BY H.OA. DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND (SEE PLAN VIEW FOR STRUCTURAL SECTION) LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. PER "WMSP" EXHIBIT 4-11 MUIRLANDS PARKWAY WMSP COLLECTOR STREET PL z 10' OR 15' -' (SEE PLAN) t r 12' ■ z_ t FINISHED 5' 7' OR 13' M 1N 2' T 5 2 \\\\\ ;MAX 7 PARKING ALLOWED (FRONT YARD) PL 5' (SEE PLAN) 16' r• • i 11, '5' U5 7 FINISHED 20 PAD 4290 MIN 2' 77 /\ , . MAX NO PARKING ALLOWED (SIDE YARD) NOT TO SCALE 30' C f L 30' 18' W PARKING 18' W PARKING 12' AT INTERSECTION 12' AT INTERSECTION ON; T ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) (SEE PLAN VIEW • r STRUCTURAL r SECTION) •TE.- STREET TO BE MAINTAINED BY H.O.A. EXHIBIT(PRIVATE STREET) PARKING ALLOWED ON BOTH SIDES WIVIS• RESIDENTIAL STREET NOT • SCALE PL ui 10,OR15' z 12' (SEE PLAN) - t z 7' OR 13' 5' = FINISHED 2* 2' -A $�t x-1-7/77 -7- AAA ' / /�\\\i\\\-/\ _.._ 2% PARKING ALLOWED (FRONT YARD) PL ' 12' t 5 7 Im 7 5 Mlh, PARKING ALLOWED (FRONT YARD) PL f 5* PL 16' ! (SEE PLAN) z 10' OR 15' (SEE PLAN) 12' 5' 11' 0 z5' 7' I _ ' 7 5 FINISHED FINISHED = I 7 5 2 %MAN _PAD PAD 9%. v 2% MAX r AX / / \\%\\/\\ M /j\\/\`\ �\\/\ / \ \\\//\\ j/ // ....... } .SAX' \ \ ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NO PARKING ALLOWED PARKING ALLOWED \" (SIDE YARD) (FRONT YARD) (SEE PLAN VIEW FOR STRUCTURAL SECTION) *-LANDSCAPE AREA SLOPES MAY NOTE: STREET TO BE MAINTAINED BY H.O.A. VARY FROM 2% MIN TO 4:1 MAX (PRIVATE STREET) " PROPOSED PER WMSP EXHIBIT 4-16 RESIDENTIAL STREET 3 NOT TO SCALE 30' CA 30' 14' NO PARKING 14' NO PARKING 30, 18' W/PARKING 12' AT INTERSECTION ST CL R/W CL oa�o worn �Ow►- mph vaz wnw¢ I- w°m°=z== Ou S M VARIES L LOT*** TT 7372 w _, F- o F F� z ca- z M t 55' TO 70' i WIDTH VARIES = ai = w Z CO >* °- O PROPOSED BLOCK WALL U_F-o z v� v, v U '� r-- (H.O.A. MAINTAINED) w= x 0= m z m W Z s- VARIES t 25' wzo==w�cw�u`�. M r! 48' TO 64' t li 7372 IMPROVEMENTS z t'-- 0 `" 25 © u = M ,�(' U.! FINISHED PAD �w�--��F-o�- ` > U v- (STREET IMPROVEMENTS TO BE DONE BY SEPARATE PLANS) 7' 6' 12' \ x c� _ ¢ S zz w v 0 w ' 1 tL� C� ui 29 EXISTING MEDIAN I \J T.O.B. 2' 2'** 0 Z ,� o - `? Rz '- „' O FELEV i �'' zZXQgwWO =�0 Nu- x NAT. GRD. X \ \\\\ \\\ o-oowozo�� VJ (' N rt----------------tom EXISTING CURB & GUTTER .cvj � 2�-- (� 2 MAX j� M�/\\j�\\�/�\/��\��\\�� \\\��\j IN o `u z > O z v�i Z 2% t o MAX ..: \ \ /\\�/\//�//.�/ r\//.�///\ F ISHED PAD w wo cn w z z ow w m N A'\ A/\\//.\/i..%/j�/j Q—� ca � w Q� o m W a M 1-✓T : , ROUGH GRADE LINE w w o°Zogco_joZ> �o z .� �OwO=UF=pw U) N EXISTING (PER SOUTH ALLEN ROAD/MUIRLANDS W 0. v a F- U, z o C Z PARKWAY STREET PLANS) 0.45 A.C. PAVING OVER �-EXISTING DRY UTILITY z O w w w o w O z Q W W N co EXISTING TRAFFIC SIGNAL o a z a F- w> v co 0.50 CRUSHED AGG. BASE OVER 1.55 NAT. ORD. INTERCONNECT JOINT TRENCH � w o z = � o � z o N co COMPACTED TO 95% MAX. DENSITY v = c� w _ zQ w ¢ ° w TI=9.0 R=52 *= LANDSCAPE SLOPES MAY VARY FROM 2% u-'- z wm �'"' z "' u' o 0 MIN TO 4:1 MAX 0 lww,,,,oz, N NOTE: STREET TO BE PUBLICLY MAINTAINED **- 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. w w � > - v w O O r ***= LANDSCAPE LOT/PEDESTRIAN WALKWAY EASEMENT TO BE o w- w >_ o _ �_ 11' = Q� PER "WMSP" EXHIBIT 4-4 DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND `_ � Z_j, _ -1 w w o SOUTH ALLEN ROAD LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. lowwx=) z Q Q o 0 Zp U_caw w �ZF-=>Ll JtYtL Ks"14N UVIVISP ARTERIAL STREET o o w w= w o 3' NOT TO SCALE >¢LouU-z '~ co z �n m - :D co Ov�t"C?:OZw r LL PROPOSED BLOCK WALL 41 PL L/ (H.O.A. MAINTAINED) NO BLOCK WALL ALONG LOT OT 4' S' 7' LOT "E" (PARK FRONTAGE)20 I 5 5 FINISHED PAD F 2q \/\ \\ MAX . 2q,* _f SEE K DETAIL 3 FOR EXISTING SUMP TREATMENT (WHERE OCCURS) EXHIBIT 4--16 `-ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H.O.A. (PRIVATE STREET) " PROPOSED PER WMSP EXHIBIT 4-16 & 4-19 /"� RESIDENTIAL STREET 1-113J NOT TO SCALE CA 40' 40' 20' 820' NO PARKING -FIRE DEPT. ACCESS LANDSCAPE NO PARKING -FIRE DEPT. ACCESS MEDIAN 3 4' 4' 3 ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H.O.A. (PRIVATE STREET) PROPOSED STREET SECTION LARIMAR DRIVE NOT TO SCALE CL I /-- PROPOSED BLOCK WALL MAINTAINED) BLE TAGE IT NO PARKING ALLOWED (REAR YARD) C/L 30, PL 5' R/W 14' 16' (SEE PLAN) z 10' OR 15' NO PARKING 5' 11' -' (SEE PLAN) 12' 7 5 ( z_ t FINISHED FINISHED = 5' 7' OR 13' MAN PAD PAD 22,• 7 5 20 /\ t \\\ / MAX 2%..._ /NO PARKING ALLOWED PARKING ALLOWED (SIDE YARD) (FRONT YARD) SUMP BOTTOM 30' ¢�q�W0Zo§ x=R=0=wzM ►•-I—nn 1_[InNcf 5 PL 4' PROPOSED BLOCK WALL L/S (H.O.A. MAINTAINED) 7' 5' 4' LOT NO BLOCK WALL ALONG 5 7 5 I LOT "E" (PARK FRONTAGE) I FINISHED PAD 20 ----- ---- OR 2% I 1 FINISHED GRADE T �IMILAR BOTH SIDES r 2' 2' 1 �N / J a (LARIMAR DRIVE) R/W PROPOSED BLOCK 21' L/S LOT WALL (H.O.A. (MUIRLANDS PKWY) I MAINTAINED) 2 L/S LOT I 2' 2' ui ry N IL uj w ry 0 w w w 0- w w w 0 w F- w O LL d a fr- pAEER LO W a > U 3 V O�� y ce <v /038 4c 12' ;. 2,T ACCESS h,/ /\\/\\ ROAD < 06 TYPICAL SECTION 3 NOT TO SCALE CA 30' 18' W PARKING 18' W PARKING 12' AT INTERSECTION 12' AT INTERSECTION ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) (SEE PLAN VIEW FOR STRUCTURAL SECTION) (PUBLIC STREET) PER P EXHIBIT 4 • PARKING ALLOWED ON BOTH SIDES NOT TO SCALE 5T R/W CL a. PL VARIES 54' - 63' EXHIBIT 4-16 EXHIBIT 4-19 PROPOSED BLOCK WALL--,,,,, 37' PROPOSED BLOCK WALL PL C/L PROPOSED BLOCK WALL (H.O.A. MAINTAINED) TT 7372 IMPROVEMENTS L/S LOT t (H.O.A. MAINTAINED) 10 30 30 {H.O.A. MAINTAINED) 12' WIDE LANDSCAPE LOT*** PROPOSED DG PATH MULTI -USE TRAIL, CONCRETE VARIES 29' - 48' 16' 14' 14' 16' TT 7372 OR 10' i 11' 5' NO PARKING NO PARKING 5' 11' SUMP SITE t CURB AND LANDSCAPING MAY MEANDER 5 5 7 7 5 VARIES t 4' g' 8' VARIES 20' - 38' 2� EXISTING MEDIAN I NO PARKING i 2' 2q MI , 2' 2' , M�� FINISHED PAD i 2'** 2' _. _. O — r — © O O z VARIES VARIES FINISHED PAD N 2 2`� X 3 0 -9 9 -10 MAX 1 2% 29' 1 M ��\/�/�\/\ / j\/\�/�//\ / � `Z� 4: � A # X FINISHED PAD \\ \\ \\ \\ \\ \\ \ \\ \\/\\ \ \ 2� MAX 29' MAX AX EXISTING CURB &GUTTER /i� — — — — — — ROUGH GRADE LINE (2 BELOW FLOWLINE GRADE) ROUGH GRADE LINE (FINE 2 NO PARKING ALLOWED ( GRADING TO BE DONE BY ( EXISTING (PER SOUTH ALLEN ROAD/MUIRLANDS .(SIDE YARD) CONCRETE CONTRACTOR) " " PARKWAY STREET PLANS) 0.30' A.C. PAVING OVER (SEE PLAN VIEW FOR STRUCTURAL SECTION) _ — _ T _.. _ .__ _ __ _ _ _ _. __ T ..._. _ ._� NO PARKING ALLOWED 0.40' CRUSHED AGO. BASE OVER 1.00' NAT. ORD. NOTE: STREET TO BE MAINTAINED BY H.O.A. `�\COMPACTED TO 95% MAX. DENSITY (PRIVATE STREET) SEE DETAIL 3 FOR EXISTING SUMP (SEE PLAN VIEW FOR STRUCTURAL SECTION) n=s.o R=46 NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, PROPOSED TREATMENT (WHERE OCCURS) PER "WMSP" EXHIBIT 4-11 LANDSCAPING TO BE MAINTAINED BY H.OA. PER "WMSP" EXHIBIT 4-16 & 4-19 MUIRLANDS PARKWAY *= LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX RESIDENTIAL STREET WMSP COLLECTOR STREET **= 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. ***= LANDSCAPE LOT/PEDESTRIAN WALKWAY EASEMENT TO BE 3 NOT TO SCALE 3 NOT TO SCALE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. er.rr,.► -. eaY"C•Li..T. t1~r,Ca;i �.. ..r :.r'�,r.'.:�r';!.�A�A'V��//�/+'/i��'/pia'I.1.I�`.�.��'I'2'l/.�,/�.�'V'"�v�;�!r'�w►% �•oti � ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) PLAN • r STRUCTURAL r SECTION) NOTE:' • BE MAINTAINED BY H.O.A. (PRIVATE STREET) " PROPOSED PARKING ALLOWED ON ONE r COMBINATION OF "WMSP" EXHIBIT 4-16 & 4-13 jib RESIDENTIAL STREET NOT TO SCALE Wuj z W U) O O u.� R/W 010' OR 15' z 12' (SEE PLAN) w t� 1 t z W 7' OR 13' S' = FINISHED �, w 5 7 N,\N PAD LL MAX \ \, PARKING ALLOWED YARD (FRONT ) W 0 0 o N d- N L O Ti F_ III w z O U- F_ V) t �r- M U) c C) F_ U) z w 41 DATE 5/24/2021 co PA JOB NO. 3146E U) SHEET a a E 37 hj--� COB RECORDS No. OF 20 SHEETS CONSTRUCTION NOTES M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 8' ODE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST-5. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) CONSTRUCT 4' WIDE DECOMPOSED GRANITE PATH 51 CONSTRUCT 6 it x 6" CONCRETE MOW CURB 175_� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F6_1 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. M CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. ST-23.1. INTERMEDIATE PULL BOXES NOT SHOWN. 1780 ADJUST ALL EXISTING PVC LINED MANHOLES (CONTRACTOR SHALL CHANGE OUT MANHOLE CONE IF NECESSARY) AND REPAIR PVC LINER IF REQUIRED TO ADJUST MANHOLE TO GRADE, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. F-9-1 GRIND AND OVERLAY EXISTING PAVEMENT 0.25' FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-23 THRU 23.7 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE SEWER CLEANOUT O STORM DRAIN MANHOLE STREET CENTERLINE STREET RIGHT-OF-WAY PROPOSED STORM DRAIN —XS- EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. I i I �' r r --_, I I �f' I � I I I I I I I I � n- II � I w r i �� ( I I I I I I I I 46- do U- ui m U- a E5 0 w 0 cq ca z U-1 Zo 3: 0 a ULL-Zmzwoz x zw --dw aj 2 LOL c'"r- Z wwx O<DOW wir m: m z ca Lu 2 W 1— 0 w 0 c)ul 0 z 25 0 LL 0 < -7)=3 z wa_009wgQ < 0 CWL 0 z i.-w- � 2 w z c ui cro _LL3'-0z Lu C6 Lai, '�e Cw, LOLJ (I). 1c'-6) c<0 cza 00 zz0a-a.z0z03:w 253. . 2 w — 0 3' 0 0- (1) z UJ M 55 L=L' cx*): ww w w >_ cl w z iu> 0 cl) < LW 0L 1'-Fqgwwaw!2 LL_ § < ?- z @ Ww L-cuE i, 50 cz) iw9w0w<l--00 ww x 0 CaL_ c6m 0 l'- w z a w zww 1� 0 x 0 cui 8 z< < 0 0. z 0- l'- w CD OW z w, 0wz 'mL'u L'WL z .2, w z <1Uzi C, co OW600-- F- 0 F- WX > --i Z0 I a 1 <rJ z > < 0 Q --i ow- CLOL oW��Ww6wpm6) CW 8WtAWOW&W = Z Z Towz i 0§w i w 0 (L �_ w w 0 w z c/5 > CO) TI V711 T EX W EX W 1 10 G _s__ EX w 0 EX W L EX W S EX W EX W EX W EX W EX W A SF-9- G At--- SAS - — - - — - - — - G A-s---F 7AS IW T T T T -� ------------ G At— __ — — —=-- — - — FO— S _ ______________ = F9 T T T T T T T T T T T T a,! I _H EXISTING IMPROVEMENTS!_�� 10 _00 IIIcrl- LO -.4- D SD — — S I ° I WHITE LANE (SECTION LINE) LIJ L0 I i I 60+00.00 ------------------------------------ (TRACT BOUNDARY) 70+88.58 z �- 1------ ------------------------------------------------ --- --J.ui --------- IIJ/ GMEDIAN� -------- ------ 67 -------------------- 68A 619 710 Oman 1 1 7-+ amml i 4� 61 62 63 64 65 66 + EXIS'nN S89*1 9'48"E EXISTING 34" GAS MAIN -------- ----------------------------------------------- F= ------ ---------------- ------ Ld' < G)�7 - ----- —GAS— GAS — La3 A ------ --------------------------- ------------------------------------- 3: GAS GAS-- /Ls — 77 _v) 7/= -7 6 8 PROPOSED E.P. (PHASE ry '!T Ell tit ST'ING E.P. D_,PA_VR( EXISTING E.P. G _Uc> U-) -co 'S s S U-) 6 S :fl C-4 P 9PICLS� IE4 PHASE c r's I m '::�C-�" �Iw' - Y� S -H _';;�:EXI --tu- 7_977 2& Z F8 S CO. S LO —0 S S �2r PROPOSED AREA LO S S S 3 1 4 r4i co C_� C_� Lr) PRO ED PAVING AR -m C_� "�i 1-4 47 C14 PROPOSED E.P. (PHASE 2) N (PHASE 2) 41 7=10 17 IG116 Isi Isi Ilse V (LS) - - - - - - - - - - - - - �� I (LS) L 111 154 6 4' 6'Il-'j 9) Ix 27 L II ... SOUTH ALLEN ROAD (BY SEPARATE PLANS) (z) Z wo OW M Z 'q- Lo a) V) 0 mn mx Ld + z O CO u- m:m _j LL. JARDINEIRE LANE (SEE SHEET 15) 26 WE 00 04 16 ASHLEY COURT (SEE SHEET 16) PHASE 2 (PUBLIC STREET) WHITE LAN E CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 0.90' CRUSHED AGGREGATE BASE OVER MIN. 1.15' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=9.0 R=36 15 re) 00 L0 U- BACKFILL AND COMPACT < + EXISTING TEMPORARY SUMP totP157 (PER PHASE 1) PER SOILS - REPORT RECOMMENDATIONS // I/ CDC CC) I \1 \X 5 J 4 z _Tl MADRONE LANE (SEE SHEET 11) OM z C) CD .c) LLJ a- 0 0 = CL 00 tn Ld m 00 -It n 0000 0000 U*) 04 o6 + 'C) Lc) 00 06+ c'j (7) +(0 u') M 00 0 + r_ 0) L (0 _jL_ 3c -1 r0u- Mu - oil 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' to 06 co U- U r (3- a. UL LLJ 0 LLI 0 Q_ z i 5m�: 0 . . Z Lu z I uj > w Lu c r LL u- I= Q. a CL a 0 ) 0 0 C 4698 ON CURVE C) 0 �_Ln PLU z r- 11 z m p 00 11 z C14 PO 0) Lu LO epm CO m W) of w u-i ul) U-) P (n CO cc E f-i En u) c Y_ C un.) 'w) ON! Om wn I-1 'C�z cr OZ _r - d rorn -am %.w 1w) 4cn 00 %_IF 0 4 R� P) t_.) 06 0 _j 06 C-) _j _j U_ L_ c6 < 0 0+xz ,-..,C:) Q_ P LO I- %oolrn W a. 0 uj (7) 3: (n Lc) _j Z X 0 CD c� M C) z 0 uj 0c)(P U-) 00 Zo U-) X LL. 0 Ld Ow M"r 00 0) (::) U-) 6c> " C)6 " + o6 M 00 m If-- 0 coCOI'- CN m + uj a V) co < VERIFY EXISTING LOCATION AND ELEVATION IN CO + CD + co -i 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIELD, PRIOR. T.O.CDNS.TRUCTJON AND NQTIFY . . . . . . . . . . . . . . . to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ci. 0 ENGINEER IF THERE ARE ANY DISCREPANCIES. _j . . . . . . . . . . . . . . . . . . . . . ............. rn U- UL co a- 356.'...* ... .......................... ..................... ....................................... ......................... ........................................................................ o6 00 ............ 356 V) TING-SOUTH EDGE Of AVEUENT-PROFILC ............. ................................... 0,30% ........ . .............................................. VERIFY EXISTING LOCATION AND ELEVATION IN TO'CON5TRU`CTI0N*)kN0 NOTIFY . . . . . . . . . . . . ... ENGINEER IF THERE ARE ANY DISCREPANCIES. 354 ........................................................................ .................................... I c: ...................................... ..........354 z 0 LLJ DESIGN FLOWLINE PRORLE —0-287o (+0.207o). +0.20%. 11 DATE 5/24/2021 ................................................................................................................... ...................................................................................................................... PA JOB No. 3146E c- Q) SHEET ................................................................................................................................................................................................. '352 352 .............. 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 °' 10 0- SOUTH FLOWLINE PROFILE E "I U- Q0 1 3 19 't COB RECORDS No. OF 20 SHEETS CONSTRUCTION NOTES M CONSTRUCT TYPE "B- 6- CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS -B- CONCRETE) (SEE C.O.B. STD. DWG. ST-5. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) FE CONSTRUCT 4' WIDE DECOMPOSED GRANITE PATH III CONSTRUCT 6"x 6" CONCRETE MOW CURB F-5� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F-fl SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. M CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. ST-23.1. INTERMEDIATE PULL BOXES NOT SHOWN. HE ADJUST ALL EXISTING PVC LINED MANHOLES (CONTRACTOR SHALL CHANGE OUT MANHOLE CONE IF NECESSARY) AND REPAIR PVC LINER IF REQUIRED TO ADJUST MANHOLE TO GRADE, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. F-9-1 GRIND AND OVERLAY EXISTING PAVEMENT 0.25' FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE -PLANS BY OTHERS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. CONSTRU SUMP INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-23 THRU 23.7 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE SEWER CLEANOUT O STORM DRAIN MANHOLE STREET CENTERLINE STREET RIGHT-OF-WAY PROPOSED STORM DRAIN -XS- EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON—UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12- WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. EX W EX W s EX W -F —GAS _E A96-W EX ffA=:s-0 -EX -W AS=--- E — -- — -- T T T T T T ........ .. . T T T T T T T �-EXISTING T T T T T EXISTING IMPROVEMENTSj -H IMPROVEMENTS SD — — SD SD — SD SD SD to co -.4- SD SD —0— SD CE WHITE LANE (SECTION LINE) 70+88.58 - — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — .�e 70 LLJ 71 �i i I ZI.- � awwww" i ------------------- ----------------------------------------------------------------------- EXISTING 34" GAS MAIN--, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 72 73 i - - I - I — — — — — — — — — — — — — — — — — — — — — — — 74 (TRACT BOUNDARY) — — — — — — — — — — — — — — — — — — — — — — S89019448"E 75 avow OEM= — — — — — — — — — — LO pppl — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 716 ammm 76+98.57 — — — — — — — ---- k -- — — — — — — — — — — — — — — — — — V — — — — — — — — — — — 78 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 79 Lu EXISTING E.P. _=7ES= S -------------IST101 AS ----- ----------------------------- ------------------------------------------------------- EXISTlNG E.P. GAS GAS GAS xQ ROPOSED E.P. (PHASE 1) ui- F-81 -H -10- S PROPOSED PAVING AREA L0 (PHASE l)- S M.- -H r- S s -L0 0 00 Id- T 6 r__ PROPOSED PAVING Ffl /S\ r-S -(PHASE l)— 2$ AREA EXISTING E.P. —S —S C14 04 C14, rlAj rl_�j i— r 1 .00000 IC116 7) M115 ----------------- < n7 ---------------------- — - - — - - — - - — - - A — - - — - - -51329 A I (LS) (LS) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CID 06 00 06 M + + < U- U- z 0 U- CT TEMPORARY TEMPORARY ' m Q r A W DER DETAIL 5 z UJ UJ Go 00 CID o6 0 V) V) < < 46 + .4- 47 53 + to + to 54 55 ui CL n U- _1 U- -Jl < z < w DAYBREAK ry M i w :! m COURT > 0 M Q (SEE SHEET 17) b c� 0- z C) w 0 00 00 0000 to r, 00 ll� CD w 0 20 40 80 001+ 00 CD =:0M�2HORIZONTAL: 1 40' r- + < VERTICAL: 1"=2' PHASE 1 (PUBLIC STREET) WHITE LAN E CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 0.90' CRUSHED AGGREGATE BASE OVER MIN. 1.15' NAT. GRD. COMPACTED TO 95% MAX. DENSITY . n=g.o R=36 LIJ p11z LO (.0 LO = 11 V) �= M CO CO + Lo -t to 00 00 <M o t:m U- 00 >- LO X 060 W m w z + 0) Ld + IN C) (n < r" ZR 00 CO + to r- 00 w :z Z p F- x 00 _j . . . . . . . . . . . . . . . . . . . . . 4- U- 356 .......................................................................................................................................................................................... 356 EXISTING SOUTH EDGE Of PA VE IWE ENT PROFIL z . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TING FLOWL11ME PROf I 0 —0.207d 354 :.................................................... 0........................................................................ ........ .. ......................... 354 .0 FLOKINL' PROFIZZ" r VERIFY EXIST-ING LOCATION AND ELEVATION IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIELD, PRIOR- T-O'CON S-TRUCT`IONl -AND NOTIfY . . . . . . . . . . . . . . . . ENGINEER IF*THERE ARE ANY DISCREPANCIES. 352 ....... ........... ............... ............... ....... ....... * ............... 352 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 SOUTH FLOWLINE PROFILE dQ u- ui U- LL a ZL- Z3 0 Lu 0 co 1--8mw,z- wama� I OZ =F� L>_ 15 01 w 0� L a. z R Zw 0z w=<zwF-Owmmp WcOmwz > W LL 0 2 --! t; 1 8 0 0 < 5 z _j Z M Lu I— u z co w Lu _r 0 T:� w (!) F- F- (1) 2 Cfr,3. Z�_OF_wapwat g<w!�=zzu0w3: w a. 0 0 0 uj g T) C/) (D < 0 m =:Lru z 0 z F-f- F- 1— 8 < z - - 02>-Lu w- 0 Lu ui (n 0 < co C.) cn u' LLj u (6 m z 0 z z - aj Z z 0 3: w 0 5 0 w 9 0 --j 0 CL a5z dw�tviyxwww Wo W > 0 F- W 0 - ui aw 0 cj) r C5 OZ ZO UW- FX-OZWO —M ILL g0§z<§w0wL_j 0�_Zmgww!�62* iwgwwaw<p00 ui = 0 25 C-) w C6 a. funi I— U) z a Z 0 W uj W u- w 0 L U 8 <z 0<- 0 wo- zz aw- LCL)i 8 a co OW z W" uw- LL Z mw Z z 8Z @ >ZZV w 0 W LL W2 s 1 w &3 ClSL) g 0 z < LzLj w w >_ n F- 0 w ow 2 '�- 2w0T6w::)ffi!<R@ § �E 8 ig'e w> < LL z O=�Oww�-w''p= z > 0 ow Lu !� uj00z_jj0 M -i uj fr "3 uj 0 a. >1 ui w 0 0 LLI Z U) >- U) = = cj) w = 0 Lu Z =) I- F- Es CL _ 0 1:) Ix < 2 '00. ------------------------------------------ 7-0-+-8-8-.5-8 ---------- 70 71 ------------------------------------------------- -------- EX. EDGE OF PAVEMENT GAS r GAS GAS 54.0± _Q0 F-5MIN. FG x - x x -54.0±- 5 6 5. 0' FG 2 S 49. s 4±HWM 5 8± < F 71 1 5' MIN 45.8' 2:1 2: 1 x C) 45.8'_ 3 1� -H FG _\ C14 r- 53. •61.9 VV /lD 53-5+-' FG x x FG — L 5' MIN. CONSTRUCTION NOTES (THIS DETAIL ONLY Cf) CONSTRUCT 6' CHAIN -LINK FENCE PER C.O.B. STD. DWG. D-12. (NO SLATS OR CURBING) CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. Ld Ld INSTALL D50 8" RIP -RAP V) (n TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF < < = _r BAKERSFIELD PER DOC. NO. 221047321 O.R. cl- a - PROTECT EXISTING SEWER MANHOLE IN PLACE LIST OF ABBREVIATIONS TEMP SUMP INFORMATION (THIS DETAIL ONLY) BOTTOM ELEVATION=349.4 FG = FINISHED GRADE HIGH WATER ELEVATION=353.4 NG = NATURAL GROUND VOLUME REQUIRED=3,923 C.F. MIN = MINIMUM VOLUME PROVIDED=4,128 C.F. FL = FLOWLINE SIDE SLOPES 2:1 MAX HWM = HIGH WATER MARK NOTE: TEMPORARY SUMP SHALL BE PRIVATELY MAINTAINED 0 cn A*"NTEMPORARY SUMP DETAIL 0 it 0 SCALE 1 =20' 0 0 c CL F_ V) 0) c a 11 U- (.0 P0 I COB RECORDS No. a. a. w w0 CL Z w z w w > w u- w 0 iu_ ad CIO. c/) z 0 ui Ix DATE 5/24/2021 PA JOB No. 3146F SHEET OF 20 SHEETS CONSTRUCTION NOTES [11 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. M CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 175- CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Qs SEWER MANHOLE - -S- - - PROPOSED SEWER MAIN © CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. © SEWER CLEANOUT PROPOSED STORM DRAIN Q 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STORM DRAIN MANHOLE----XS----- EXISTING SEWER MAIN ® CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ----44 - ----= EXISTING STORM DRAIN ❑9 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) - STREET CENTERLINE - ---XW----- EXISTING WATER MAIN i6 ----- SAWCUT 2 TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. - - --- STREET RIGHT-OF-WAY -�/� - -�/�- EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. MUIRLANDS PARKWAY (EXISTING) H U J W N CV i� N Lo �N ti N 20+42.71 �-- 21_ N°°. 3 °3�E - �I � 20+00.00 11 Ij J �-- J xw \ \ � Aj i L/S /p I i I II I► o:: PHASE 1 PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. Ca (PRIVATE STREET) �' LARI MAR DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 132.98' ON CURVE W m 0 °m° IIw�^ �w TIE--.0 zN Ha r- IIUo �m o It��O rn00 IIUm �m U IIU �cr o6 J c%4 woo J W :`M � J 00 J .d d. --i U -J d. t� N N� CaU �-' OZ M CO� Oco t'7 tam OV MM II II OW Ot) O a0 M� r- N oo NQ N+ d�J v LJi_u� d'O M � ,r- Z ...0 . 04 a s ,�;� � 1 1 352. �N� ON . OOJ �CD M O©. Z O+ MN t`: W ZX r te5 lf) LL M O 4- .- + W C1! + mm +ccv e- + O oN +L� Li. - U N . . . . . . . . . . . . . . . . . . . EXISTING GROUND PROF/LE . . `�! .- J .. �! L,. ,�... �! . . . N.N . . �v. N N. N. . . N . ' A T CENTERLINE L'' ' 350 ................ �.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 348 -- . EX/STING .FLC1wuivc ,PROF/LE .J. . . . . . . . . . . . . . 7 . . . . --0:25% �0:25% --0.25% +0.2 % +0 J . SEE NOTE "A" . .......................................................................... 20+00 21+00 22+00 132.98' lwl WEST FLOWLINE PROFILE ON CURVE � m 0 00 iiarz� F-- W 11 --o F- - a iiUrn 1 !- m 0 °° IIN00'- F-- 0 0�0 il0m I1C 06 0: W 00 a� w WO W 00 M w d- W 0 00 0; N� ZO>.. a � + J a. O�00 Cn.a�ZN c�ct+ N �t NJ Ca M� O .uoo). L,. to . P- c . O +352. .CO. c`n CO. -i m N c0 O + t .�- -1 r: `- N y + h•- r' J cy u- + `' N + N N N +�' N N + N" . . . . . . . . . . . . . . . . . . . . . .EXISTING GROUND- PROF/LE LL . . . . . . . . . . . A T CENTERL'/NE Qq-- -- _ 348. . . . . . . . . EX/ST%NG .Fto wL/NE !'ROE/LE . . . . . . . . . . . . . . . .--0:25% =0:25% --0.25% +0.25% +0.36% SEE NOTE "A" .......................................................................... 20+ 00 21 + 00 22+ 00 EAST FLOWLINE PROFILE STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. c`- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES aA R1-1 N STOP SIGN © R26(CA) N NO PARKING ANYTIME © W31(CA) N END �D R4-7 N DIVIDED ROAD �E R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) N lJ- N �j--Z-- -- � N + N + N 114-020 N 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' 38.20' ON CURVE pix co to r:m - �(aj c00 V 00 00 J Q- c6 '.� U 06 -� m o6 W 06 M co COW M OW M M %•'tM rN `-.-co M + `-�00 %-�- 352 . . . . . . . . . .� O to . . . . . . . . . . . . . . ©�.,.. . . . . . . . N��t'J +u- NN �� rj . . . . . . . . CV . M ' . N . . . . d- . . . . . . . . . . . N . . . . . . . ................. ............... .....: ... 350 +0.50%: k0.31% . . ffic� .7+"Q �� .FLOIyI/NE PROFILE ............................................... 23+ 00 24+ 00 25+ 00 40.57' � ON CURVE ao II U 117 -�� M II U .-.m o d- If �.v of U o •- 00 �°_o6 �oc6 W �m06 w� rl '�� r7 0 th O W O) C4 O M O vi + NO N� nJ . . rnN . . . . . . . . M. . . . . . . . . . . . . 352 to Li N •- Ln J �- N N . +u- N +`J N CN . . . . . . . . .N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ... ........... ...... ......... 350 . . . . . . . . . . . . . . . . . . . . . . . . . . ,,... . . . . . 9% +0 ° . . . . . . .+0-36% . . +0.36% +0.36% . . . . . . . . . . . . . . . �f'ROF/LE . . . . . : 348 SN E/GFLOf42lJVE ............................................... 23+ 00 24+ 00 25+ 00 Eut a FAIRLAWN DRIVE (SEE SHEET 7) 11 x 11F-- II F- 11 U U JW JW JW JO a p 00 -t OZ J Oco N C,iPO7 C_VQ OZ 00Q 0- co ONO �© v© �( v0 O O J O d. O c0 1'� L, -t 0 0-i o-i o 52 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90600'00" 25.00' C2 37.00' 36.98' 57#15'58" 20.20' C3 80.00' 135.58' 97'06'20" 90.59' C4 37.00' 12.86' 19'55'11" 6.50' C5 25.00' 40.57' 92'59'00" 26.34' C6 524.00' 94.46' 1019'41" 47.36' C7 36.00' 23.31' 37°05'32" 12.08' C8 42.00' 62.29' 84'58'54" 38.47' C9 524.00' 83.93' 09°10'38" 42.06' C10 25.00' 38.20' 87'32'58" 23.95' C11 500.00' 285.82' 32*45'11" 146.94' C12 476.00' 80.05' 09'38'08" 40.12' C13 36.00' 26.93' 42'51'29" 14.13' C14 42.00' 53.90' 73'32'02" 31.38' C15 476.00' 66.06' 07-57'07" 33.08' N c0 N 1 51 0 J � U � J ' U N I v C3 12' r S33'24'14"W 11 O 2 A RN is 4 S 1 S s "� �_ C1 � L/S 8 s I 60' = t� �C4 30' 3 5' 7' 18' 14' 5' 46 oW om � �m �o �o OLo + O nO oo- � ±� 50 PHASE 2 (PRIVATE STREET) ESPALIER COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 U o� a Lo 00 N J u- U w u_ U. pa�jQ WOcq ZQwzw wz'wt¢-. u �¢t-o w - ,H-O=F- pd wl¢zt-zww=o WcoZ:wz >mcl) F2poi�Oz Jcsuiv Up wsowxwcnc�U. ZF-U�p0u-pE= ¢a00Lwcg=Wz QwoouL-.�o� ¢�w m C6wXw82(6mZ0 o3� �o 0 owzjpc?Zcxi�w w¢w0�w cno �?hoKW000m ZoIco-joz> zf0�0=U~00 ¢wt-QwE yzao- Zpwwwu•0 O0_ZCL __w Hw xzw 2: U O peU wzpzw~w¢0 t-z_M,.1w206w wwoW agnw¢Uvgow- Cnw=0 <wowow �Owotaw.M -� <C6 _twwo cn O c9 w F- :< -i o z o v N w x< w �zd0=>�."a0LL o�cOrw,uwwN - o wxw w l=o>ot.znco ¢wWp>m -80ya. 1�O- wwvwz co >-� 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' ..., 39.27' NN CURVE-1w U 00 m (0 i�ucOpa 00 _ i�a-C�ro r�mr-wr- m �U C� 0) ~_I W M 0� CA J W Od� -~-t W 0)PC) O a Cn a o M ' M M DC:) C.D ©� N to � 00 I O aj O Z O Z O COL> C14 li 00 �+ �o o + EXISTING GROUND PROF/LE N 352 ............ CD •- . o .�. co o o �t A T CENTERL/NE •- �?� �? fl . . ___ ._. - __, 352 d Z co �m v/ cc 0 W Z 'L- v-- -- o r >- `f N Q >c? j v- V(o M co ® U)°'� U) 0 Z as < �= m N 06 W Q) C) �! o (0 N ll.l z � 0' W v, �- N a� N a M 7 1 q"., W � a" uj w N w w= 0 wW n a '� L w 0 m WH Lij a (n 00"mak. �- I QCN J 06 0 d � U Z W w Q � Q CL > a w O%%m000lo ' c4q cy) w ~~ Q wU � - c0 M "t O U-) O to 0 �...■.. p O O O O . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N J 350........ ........... ........ L -... - ....350Lo +0.257o- 71%• +0-.25% . +0• IDES/GN FLOWL/NE PR.OF/LE :...:...:...:...:...:...:...:................................ 348:...: :....... :348 0 L 1 0+00 11 +00 1 2+00 WEST FLOWLINE PROFILEC, 39.27 36.98 a � m ON CURVET w N 0)U }" W :-%o I ON 0000 CURVE V © V) �1 o o m MO W loo EX/STING GROUND PROF/LE �r 352 o O pj CO n n A T CENTERLINE 352 � . . . . . . . . . . . . . . . . - (31 � "'- o C ............ .... ,�, . . .................... N z U) w o. DATE 5/24/2021 350 :........:... ....... .......... `- . ..:,,:..,.... .................... 350 PA JOB No. 3146E +0.54% +0.26% FLOKINE PROFILE SHEET .............................. o Q 348.................* :...: ...* :............* :........* :311 u- 10+00 1 1 +00 1 2+00 EAST FLOWLINE PROFILE COB RECORDS No. OF 20 SHEETS CONSTRUCTION NOTES ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) 0 CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. Q CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. + INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 QQ SEWER MANHOLE — —S- — - PROPOSED SEWER MAIN ® CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. © SEWER CLEANOUT PROPOSED STORM DRAIN M 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) © STORM DRAIN MANHOLE ----XS----- EXISTING SEWER MAIN F8871 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. -4,-- �� - ---- - EXISTING STORM DRAIN ❑9 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) - STREET CENTERLINE - -- XW----- EXISTING WATER MAIN 10 --� SAWCUT 2 TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. - - ---�- STREET RIGHT -OF --WAY EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. J O 00 q r` d- N d v- � J J w PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. I I / \ \■/ ll. QUO STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CO.,, DES aA R1-1 N STOP SIGN © R26(CA) N NO PARKING ANYTIME © W31(CA) N END UD R4-7 N DIVIDED ROAD �E R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) I \I V l ILI lmr V i 1 %L�L. I J AIRLAWN DRIV CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=36 00 w— Q W w cn w LL_U�- tW 177 v 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' 36.98' 39.27'(NTS) 39.27'(NTS) 39.27'(NTS) 39.27'(NTS) ON CURVE 1 ON CURVE ON CURVE! NON CURVE�I !"ON CURVE U 0 11 co po O d' }} w po 00 m co U oo m co U 00 11 w Co po `- N II ?- �w 0 r` II FY N �U (� x U N x U Lo II Fr d' �U N (} F- Lo r` Pt1 I,.--�l1 II !-- 00 r` W Z m C� J W O J aj W d- of m ci W O J p m 00 m 06 W 00 m 00 „~� W 00 J 00 ~j ao J Lo .�. M © 00 o u") M 0 O ltt0) d' M d- O M mod. M EXISTING GROUND PROF/LE COW d- M 00 'd- 0 00 .4 P') 1* co P7 � � * _j 1* ro (D J n ('� d- M = c� 352 �`� O �.. o °'}.. AT CENTERL/ o V) `� Q o '`�' OD.. 04 o z N a O z °° Q 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %`t . ..� . . . . . . . . . . . . . . I"- + - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. 00 J d. J d_ J M M . J J V7 h Wr m 0 p . . . . . . N r- 0 m m 00 CD ~ CP 00 co 0 © M M m co CO CO 0 •-- ate- �. (J `r -� � 350 •54q- ................. .... ................................ � ...: ..... .....: .............. 350 ---0.25% --0.00� : DES/GN FLON2/NE PROF/LE ...................................................... .�.62q, .. ..... ............ .. .. .............. --0.25% _ - . . +0.25 co co In (o�- N . ---0.257 '� q -0;51 }0'�g% +0.25% DESIGN FLOKINE PROFILE 348: ..................................................................... �' °' �' : DES/GlV FLO,GYL/NE !'ROf7LE .348 . . .: . . . . . . . . . . . . . . . . . . . I..* 76.W CROSS=GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................................................................................................................................................................................... 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH FLOWLI N E PROFILE 50' V.C. 38.20--.-� 01 N CURVE I 40.57' ON CURVE U w 00 o o � d' II o to••�w F-- m 0 11 > - .-.� m (D 00 � v > .�•,°- _ Od- 11 O coca ^� � 't' r, 00 comer U i} F- > pa. m 11 r- 0 Pa. Lo 11 m 00 Po 00 x 00 U 0 co m U o it M r PO O 11 F-- — .--(L M 11 F-- -- ..a co �- W z_ Q' O tf? a' Nm�000t? O m �m000 0 000 m ~ 00 �r`d'd' 0000 t� 00 00 0 mod- M� W D: W �� N tl W J`d 00 m 00 W pppp d' m 00 W eF- 0 W J 0 tY W d' Jd' 0 J } ► o O M- ©a; EXISTING GROUND PROF/LE o W 00 ,� co ©ter N? M C6 o ti ►� -}- ItF l� 0 0 0 0 �Z 0d' N) - �� 17 �� M O� M .. OZ M 0 CD M 352 _ `" + r`) A T CENTERL/NE oa `t "? 0 oo II pU + UU J l� ti OZ d- ao ¢ M N Q C-! N CAI N CV ¢ OZ 00 `� Q 352 + :o �-" -0 —_._ -. -. -----___.- — . . . . . . . . . . J .�, r.- -�� » J �, ,_ �. t.. + �.- J LL_ JLL_ J 00 LL- — — -------------- — — 0O) r) r` ,a Mto 0 Op Z r--r: cb O O00 CD .- 0`- cfl 0`- r` 0�} r• M i`� 00 O O . . . . . . . . . . . . . . . . . . . . . . . . . c0 . 0 0 m `'" + rn �" .{. +co O (�. + to "}' .- f� c0 . N d- - . . . . . N . �I- + M 00 to =} �}� 00 p 0 + ++ �• O +� +V_ + + +v— +� 350: :.......--0.25...........--..25%..... ................................................................................-'... J ... `� ... ............ .. .....: ..: ....... . ........ ....350 . . . . . . . . . . . . . . . . . . . . . . . . . --0.31% . . . . . . . . . . . . . . . . . . . . . . . . _ 'DES/GN FLQN2INE PROFILE _ _ --0:36� +0.24% +0.25% -4.50q . �.,,,;, ...: +0.25%• • +a.25% . k :DESIGN FLOWL/NE PROF/LE 348........................................................................................................................................................ ...........................................................348 . ......................... 9+00 10+00 ........................................................................................................................---.................................................. 11 +00 12+00 . . 13+00 14+00 . . . . . 15+00 . . . . . . . . . . . . 16+00 17+00 . . . . . . 18+00 . 19+00 . SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90'00'00" 25.00' C2 37.00' 12.86' 19*55'11" 6.50' C3 80.00' 135.58' 97'06'20" 90.59' C4 37.00' 36.98' 57*15'58" 20.20' C5 25.00' 38.20' 87'3258" 23.95' C6 25.00' 40,57' 1 92059'00" 1 26.34' %a � w pQUp Worn d ,w-Oaz wnw-¢ %" `c- Wm=zFw-=}0o on,i,-LL z M M a¢zU� zoCwop mcsi�zwZ�>mmQ 01) t0 tt5 5 cnu-E'�po�jujv Z '0 wOC=�Jui=�Zm r., W �"o=c=n�U)uU--�_ zF-w�vypOOpF to M Q W CL 0 o w U= > U T- _(o _ 0 w z Cfl ¢Woou.�oa�� Q cnw�wiUUZC6mz0 z M©O�oopOa otS Fn r'f� �.. LL ��+'++i 0 � cnz� ;oc�---wzw Z owCZ¢Jwpnm ��wo WslF25oom m.Na: 2mrWZ ao8om=Qa 06 o Z Q~a 7 cN Z pffi 21--Wz000E zw on�zZom-iE �� rvN-)o�a�W0Zo L-.uoW¢� - U=(L,zwQo� wZ�m¢ U aZZZ�? ry �,.j�■ O a�tn>¢ULli wc?sg0 0 rN•- u�w�=z¢Uzoco ¢ ai = W W o o �.._.e..... tmwx�ZQ_Qoo zpzUcnw �rcl yzt-z>o-�pLJ-i ��'�z� w0 �w am)Lq00° DORZ>m°o¢u >wF...--cnpcn- m p0z�zo¢m a. wwo3wz cco>-(j) w=OF_5CLF-- UU�n. X<2 P LLI U N W V- � � W = O W �- -' m 0 w w F-- W 0 w w o LL LL 13. o a ��G\NEER o W o- r• _> U v 3 w v aOpv'dy 03� z W 41 L DATE 5/24/2021 41 PA JOB No. 3146F SHEET E 0 0- E 1tI_Ilk- COB RECORDS No. OF 20 SHEETS INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.Q.B. STD. DWG. ST-22. INSTALL STREET NAME SIGN PER CITY STANDARDS. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. SEWER MANHOLE — —S- — - PROPOSED SEWER MAIN SEWER CLEANOUT PROPOSED STORM DRAIN --- STORM DRAIN MANHOLE -XS----- EXISTING SEWER MAIN STREET CENTERLINEEXISTING STORM DRAIN a] INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) ----XW ---- EXISTING WATER MAIN 1O SAW( -UT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. STREET RIGHT-OF-WAY NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. Al I PI AN VIFW STATIONING IS RASFD ON CFNTFRI INF DATA HNI FSS OTHERWISF NOTFD CONSTRUCTION NOTES [l1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. {} 0 CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. M3 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. DWG. ST- 9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 Q5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 ® CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. M7 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) 0 ® CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. —//1- — -I/— EXISTING EDGE OF PAVEMENT RESIDENTIAL DRIVEWAY NOTE PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -a- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES aA R1-1 N STOP SIGN © R26(CA) N NO PARKING ANYTIME �C W31(CA) N END OD R4-7 N DIVIDED ROAD EQ R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) PHASE 1 (PRIVATE STREET) FAIRLAWN DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 U CL 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' CURVE TABLE CURVE I RADIUS LENGTH DELTA TANGENT C1 486.00' 120.08' 14'09'25" 60.35' C2 500.00' 123.54' 14°09'25" 62.09' C3 518.00' 127.99' 14'09'25" 64.32' C4 33.00' 29.49' 51 *11'43" 15.81' C5 33.00' 27.16' 47609'23" 14.40' r7��42.00' 102.02' 139-10133" -- m"- wOv� ZOan-W wZauj:Fd-- . w WWTowZdz mai=w�z�,sazo cr�0 mcnr- �0��0�=vie? MLu Zwwz¢ *¢,azzcu L53; w0-0oowcicl)co T oz��`v�zoI=w �gtY0�11.`SOZ�W viw�w,U��mzp 0�o0 noo�oa UiiiW>-ypUZ awQw0)ZEwi--co0 d�=oz�mzogm oo ¢�mozoQ a�ZWgW;oz> Q,, ,09C W wZOR oUIsLo�c" Q_I LL>wzOOzRQ w�z'zm3::L6 2_ w> 8 w a WLL 0 wwn=id-c.�cw.�z2D_ aw�y.Ou.irgw= <QOy J��C��=-� S W TC.) > Z2� =�U�w6j<zWOO mW_zF-x>aj <Og jOQvZ)H LL LLJ w aD0iz->�c =:wwt,- ) ¢_j Lu w ul Zduw> wwvowzdi>-� z=aso�m� W Z IIF-ct• II1--r- pa- .4 - a. 4* IIUM m p I10n p w � IIUm UO m c� m c0 II a. z= I J J mod- J J '14-CD -00 J N 0 N J O to M --� 0) O a. to � to 00 O to Qa H Or- ©�M o 060 <[ 0QM 0Qr7 d-+ d•+ co LOto0 c�M *+ M p + M t� t� �N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln � EXISTING GROUND PROF/LE M 00 U- _u_ U- 352 ....... + ......+ °' + °' ............ ................. ..........+ .... . AT �'ENTERL%NE _ — .+. .�... ................... ................................ 352 -- --OJ -per �-- ii __..N- .�.—.�_.--- M 0 .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 350 N .... ...... .................................... .....................-}:0:25............................... - +0-.25% ................................ +0.25% ES/GN fZ 0{SL/NF' PROf1LE . N o ............................................................................................ ................................................................... z 348 : : (L : 348 0 ......................... L_ 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 U 26+00 0- NORTH FLOWLINE PROFILE a z Z ism � rt.W n �m m L0 w _ �= m rn dam- to M M 00 t� to M W cn 0) o� M 1� LO U 0 (0 . . . . . . . . .O. r,. . . . . . . . . . . . . . . . . . . . CO . p p . . CO t� O CO . . . . . . p P� M . . d= co 0 . Q to . . . . . . . . . . . . . . . . . . . . . . . . . V) I N EXISTING GROUND PROFILE � �.: 352 � A T CENTERLINE ' !m 352 . _ p + + , r? p- N N . N C +0.36% 350 :...:... :. +0.25% :+0:36% 350 ............................................... +0.25% .. ...: .: . ..: +0.25% : : : : : DES/GN f�ON2/N` PROI��LE E ................................................................................................................................................................. 0 348: : Q 19+ 00 ................................................................................................................................................348 20+ 00 21 + 00 22+ 00 23+ 00 24+ 00 25+ 00 26+ 00_,t f ,� SOUTH FLOWLINE PROFILE Coe RECORDS No. b Z T_ M to .c o w zz o I— w M �C > X Cif U- C� Z w 03 N W N o 06 Z (1) Z (n M W L�- UJ r T- i"—N Q o cfl co 0 �- iti Q O W U- w w CL w w w 0 n L o� u- 0 a Z Cw*4 N J06 + � � N z W DATE 5/24/2021 PA JOB No. 3146E SHEET 8 OF 20 SHEETS 14 o w av Z .moo z W C:) r C:) OL + V_ L4o- U0j b 0 40 M 4 LO to OW V- + CONSTRUCTION NOTES STREET SIGN NQTEs M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. STREET SIGN CODES M CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. + INSTALL STREET NAME SIGN PER CITY STANDARDS. Rl-1 - STOP SIGN [1] CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA R26(CA) - NO PARKING ANYTIME UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. [51 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 SEWER MANHOLE -S--- PROPOSED SEWER MAIN W31 (CA) - END F_6FI CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. 0 SEWER CLEANOUT PROPOSED STORM DRAIN a) R4-7 - DIVIDED ROAD M 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) 0 STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN a) R11-2 - ROAD CLOSED F-fl CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5, _-===== === EXISTING STORM DRAIN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED F-9-1 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET CENTERLINE ---- XW----- EXISTING WATER MAIN BY (CA). (CA) INDICATES CALIFORNIA CODES. Ill-OTI SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. STREET RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT FNYj PAINT MEDIAN NOSE YELLOW NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. AND SPECIFICATIONS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 47 SEE DETAIL A 15 4 8 B 110 ��uj 00 q 000 r, It+ ESPALIER OR COURT toco (SEE SHEET 15) 7% 7_8 L DC6 L/S ��,`1 c4 .o MID) n _ - 4- C7 rl%z CO 13+86.81 B @ L/S 11 30' 181 18' CORNELIA WAY (SEE SHEET 10) ui O Gi C.0 N0000 + 6+ n to 00 V1 + + to T U- ILL - co 48 LO 27 co LO ter- .-i U- PHASE 2 PHASE 1 :Iv F- F- _j m Q _j LLJ C) tc) 0c� tc) 0z 0 _b0 0 04 (6 C! z + LO HERITAGE + Lo 00 T- V) _j 00 DRIVE LO LO 004 LO 00 00 wi LL� 0 m + 11 (SEE SHEET 11) + 00 + + LO do, 11 l r- LL. r- LO , U- n LO rn -I P) 30' 30' C VE: 59 59 T 18' 18' 72 5' 9 o [M(Typ)--�, L/S cn kq MUE II 6Qo 28 30 30' c, Of Om 50 71 18'm 1 118' 7 5' -c, O Ir- co 00 1- _�Lo HERITAGE S"Lo 00 u� cn 04 + DRIVE 00 (0 u� to W+ 0) LO (0 co (SEE SHEET 12) LO _j U- ,0 _j (1U- V- mmmmi - - -am��i%��iii PHASES 1 & 2 (PRIVATE STREET) MADRONE LANE V) < < 7 42 to nui on a- _j CL Ld _j G_ 0 c) z 0 c) z C) 0 100 00 LO ,-Lo oc)'ct Lr) 00 0c) LO Lc) M 4+ 4+ 00 r- , r, + V_ + V_ Vli- .r LL_ LO In ui r- 8 + co LO rn ui IUD 7 + 0) LL 3: C) r-) I I in 00 U- 4 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90*00'00" 25.00' C2 33.00' 27.16' 47*09'23" 14.40' C3 42.00' 201.08' 274*18'46" __f C4 486.00' 277.66' 32*44'02" 142.73' C5 500.00' 285.66' 32"44'02" 146.85'_ C6 514.00' 148.25' 16031'32" 74.64' C7 25.00' 35.14 80*31'52 21.18 C8 25.00' 1 39.42 90*21'10" 25.15 C9 514.00' 1 55.32' 06*10'01 " 27.69' - 0Ca M C; 04 u� c6 + C> + 0) U- 0 U- r_ co 6 06 PO + a C14 _j U- Lt" 20+64.58 74 s IS 5 d2 U- w u_ U- a 2 0�_ wm 2!2 2%wz ww2mwg w m cz* LLI w d 0 z Z CL z 0 Z Ix Ul 0 w z 0 D wz w cj zwyw-iv5mmzm LLJ z ch LLJ 0z ccof) z C3 6 z 0 LLJ w x uj g � cwll ZD cz 3wzc3 W iffmo §_ifz,-0z>-LLj uj �e a cza 1 12 cl Zz Lw620m3:w (D Z5 0 0 Cl) 0 __3 0 a- ct) 3'- -wj w w I w Lu UZI >. > 0 cl z w Lzu F'S cc ,, '0 cl) < 0 LWL L Li- F Z, um, cl) ca C3 0 j 3: cza< 9 cuf), L-Lil 2 z 0�--ganw<F-0 zw F_ cw . 'm co') cz: 1 .0 90,8ffi2tffi8<z% dwO 0 ao�_ Zz MR FIE Lu I L 0z 0z) 0 Uzi '9L L'i LL fz_ wLs <m 2u v-ow owa: z Q --j 0:w'- 8 t am0. im- co 1 CC6 Lu 0 c�czcasc�v z u- r owwpo✓Wwswpm 0L.w , zw:?! w m¢ W:3 ui Ul Z M Z ca Z w ui d 00. § �- Lu PP25CWLF-•cgnww MITE LANE (SEE SHEET 4) ' ! I 1 + 0511 pno C14 i I oMCL LLJ < om i 4 < z U_ z Z ri C) 0 Ld CO 00 o6 p6 V_ C-4 C14 _j _j LL. U- co cy) LO Rf Q0 0 w z C:) - 0 >- � L-_ '4 F_ C < w cl? amummom > cti 0 (1) 76D 06 4�5 C/) LL cl) Z L - w im N 06 W (1) cf) Z a) q 0 05 Z (yci ) ui Lu C-4 Q0 F_ of (0 CD 0 0 CN CL L o Llj U- Lu Lu 0 w 0 cicl z Lu Z Lu 2 Lu Cn > ui w w 0 U- Of a. a 0<_ %.14 w < ui UJ 0 LLJ z 1) 4 0 F w W Ld I OQ0 'i� 0000"ft**4 CN a_ Cl Cl 016 w z CONSTRUCT MIN. 0.20' A.C. PAVING OVER Z_ 'Iry 1 40' IO 11 U (� "� MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. HORIZONTAL: a. 4< COMPACTED TO 95% MAX. DENSITY VERTICAL 1$ 1 =2* 11 0 Pm m 0 LO 0 x to 39-27$ TI=4.5 R=36 _j (0 LO a- ON CUR - n ►to IN Lo co IN 39.27'(NTS) 39.27'(NTS) CD C; C'i LO ro 0 11 p: C-4 11 00 a n 110 CO 11 �_ ;0- 06 ro W r- PC) LO P41Z ul n PM to pui ro PCL . -ia- 00 c� , Lo r- n LO m 06N + to n + K) __j w c6 _j o6o6 __j LO 00 _j , (D CURVE I _0N CURVE-1 _j W U-) _j LLJ C5 V 0 > z ,14. C> 'It 41 OR .4- 11 ix p 0: 0 ir 0 X 0 ul + n to n PO M. PO 0) 0 r- C-) r- _j __j n 0 04 po 0) CD cri CN 354. ............. .... 00 ... . . . . LAJ Cy; . . . . . . . . . . . . . . . . . . . . . . 354 %%NW0000 0 00-8 ........ .. 8 r` ................................... _j im c� ... Li -0� M -I _j - 8z ............ 0 --1 ........................ l4t -`* 14* - U_ + 0c) 4 < 06 < L LL 4 . 00 bi LC) 0 Ld u) _j C� n. _j 400 EXISTING GROUND PROFILE 00 00 CN . . . . . . . . . . . . . . Ls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (N z: 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %1 ---,+ ' * * * * * *A 'T _AII 11VE u� 00 0i (6 6 LO to ,I- + 00 00 - - 1"%ft V) + +0 ro +0.35% 0 Ir- �___ - ____: - - - - - __ V (m . (0 - 7 u . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ *352 352* ........ ..... 7 .7 --1 .......... ........... ............................................. ............... ...................... u_ - + to +037% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4�IIIIIIIII�IIIIIIIIIIII� . . . . . . . . . . . . FL i9KINir PRO 17LE* 7% 350' ........................................................................................................................ ...... .. ........ z*350 ................ +0*26% -0,517, 0.5 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0, FL 0 K INE PROFILE' +0.26% z 348* .........+0. 67-o . . . . 0.26 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 .. . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0 U) lium w LO AQ 97' 1g; u, V1 A)' WEST FL( WLINE PROFILE -�_�m 0 w UiXco CN CD 0 0 39.27'(NTS) 39.27'(NTS) PO LO 04 to 00 0) ON CUR i ON C*URVE_'l I - ON CURVE I - . . n m 04 0 m x co wowm 11014- 00" to W LO to co 11 C) m cn c6 ri .0- 04 -��m Cl 0 CD 0 00 C14 pe) 0 LO n LO CURVE ca v- _c! m ca cj a6 + rn to + toai CO X cd CO 00 LO wa6 mo6 0i 0) w ocr 0 W_ 0 ci 0 w w W) Ww C) 14- 1-t �4_ It v) --'C-4 UR ON CURVE I cr_ x 0:�i M M + 0 m 6 ui 0i m LLj (3i 0) 04 0 . . . . . . 00 . . . . . . . . . . . . . . . ^b-uj . ,t . . . . . . . . . . . . . . . . . . . . . 00 0 CD L_ 354. ....... 0 b.g c6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cxc6 It. I _j ....................... 354 0 co 14- 00 Z C)z n 00 U-) LO u_ U- U_ LL- + re) 4C) Lf) < cxi < + bi U- + to lc� C-4 O. 00 Lf) %__�CD -Lf) W %ln- -I 4m -.1 0 0 to Lo -: -i V- + Ir- + EXISTING GROUND PROFILE 0 to + .. . . . . . . . . . . . . . . .. . . . . . . . . .pa L, .1-eu-) . . . . . . . . . . . . 009 00 Lri . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C> r�, Z -u . . . . . . . . . . . . . . . . . . . . . . . . . . ui 04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :I . . . . . AT CENTERLINE . . . . . . . LO to 0 LL_ 0c) can- -I _q_+ o- 00 LO _j LO _j -co -cy) + d- o+ 0.35%' U- cIIIIi u- _Pe) (a r- V) 0 C-) 17 Lj *7 u . . . . . . . . . . . . . . . . . . . . . . 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. 352* LA_- . . . . LO to (0 +().77% �t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'f Z 0 K INE PROFILE +0.77 350' ... ........ * .................. * . ....... ............ ........ ........ * .............. * ..................................................................................... 350 c/) z 0 C/) 5; ui -51t7 .+0.51'7* DATE 5/24/2021 ........ +0.257o. IL .......................................... ............ . FLOKM-PRORLE .................................................. ................................................................................ 1111 PA JOB No. 3146F 6% + 0. 517o +0-3 .+0.20% SHEET 348* . . . . . . . . . . . . . . . . . . . FLOK/NE PROF/LE E ........................................................................................................................................................................................................ 348 0 1 0 26%o > 0 i O+OcF 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CL E EAST FLOWLINE PROFILE OF 20 SHEETS COB RECORDS No. CONSTRUCTION NOTES ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. {} INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) 0 CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. ❑3 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 SEWER MANHOLE - -S- - - PROPOSED SEWER MAIN 6Q CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. 0 SEWER CLEANOUT PROPOSED STORM DRAIN ❑7 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STORM DRAIN MANHOLE----XS----- EXISTING SEWER MAIN ® CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- ----� ----= EXISTING STORM DRAIN ® INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) - STREET CENTERLINE - ---XW------ EXISTING WATER MAIN 10 - SAWCUT 2 TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. - - ---- STREET RIGHT-OF-WAY -11L- - -zll- EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. F- L J Or CV � e d- + oW N p) M r+ri O M + O PHASE 1 (PRIVATE STREET) CORNELIA WAY CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY m=a a R-1a STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. - - INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES a) R1-1 N STOP SIGN © R26(CA) N NO PARKING ANYTIME © W31(CA) N END �D R4--7 N DIVIDED ROAD UE R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) -N- 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' a- !n LO > C) >0) c+0 U- 39.42' 0 �1 q. n 11mCD r.0 n0co 110m 110N ��Vm V� riCL m CV W 00 00 r• F~-- m O P'- cif CA p W O m V af� _ CL •d0• J d' m d' d' d- J d- J d' -� O O t� {� e-- . . . . . . . . . . . . . '�. o.o ' o.d. ' ' � :c� o `� . (a 0.)i `� o . '... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX/S T/�'1/G` GROUND PROFi'LEV o CO,j Co . `� ' . . . . . . . . . . . . . . . . . o o . M _ _ p _ C'7 'N + . V v L--1`- N © N 0 00 + A T CENTERLINE - ._ ` _ ._ --- .- -" ; 00 `+� r`ri c' -- - _ ; - - ; ; rn ,�n, _ LO CA + 17 352:.... _ � o o_�� :��- -�� _:-_-�. .: .: :.......................................... 00� ..: ..: ..: .:352 _. J m l.i p o o Ln . . . . . . . . . . . . . . `-- r" J. . . ... .-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .`7 . . . . . . . . . . . . 350 ... .... .... . ......................................................... ............................................:.... ..350 -+•0.31 % DES/GN FLOWL/NE PROF/LE `0.26% 1 348:.* .......:...............:...........:...... :. :. :....... ......... :...... .: .:. .: ~: Z 348 .Q 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 35.14 NORTH FLOWLINE PROFILE 39.27 (NTS) 39.27 (NTS) o ION CURVE _ ON CURVE VNCURVE I z m V Gam) �U GOJ) . %�� 000 06 �Lr1 0 00 %1t]! O r.W O i� .p~ dam- r�� 'mod' �.(�) ONO Cam,) N Cm� N i�V N ism Cm0 co '� (� _ m d0• CEO dam' CCm �mM �� O dO- �a dO- �� d0-�J d0- �m d0- W t�m t� D�W Q!d� co D_ p10 r') M r7 r7 r� r7 r7 r7 Ci) r7 r� r7 N M d` -- �`� r7 O O oco © 'II .�. ; oul o� . ; �� o� ; ; ; ; ; ; :0p a. EXISTING•GROUND PROFILE . . . . . . . 00) ; :ON ; r � ;o�-� ;'�� _ _ . . ; ; _� (�i + ; No �''- N + 0) 00 06 + aD a •a�'`C A T CENTERLINE rn _ 4 + 00 .+, N N C N 0 + v- O N �.0 + • _ _ _ _ _.- ..},. � + c0 W �✓•-- " 0 �..�`"" _ - . _ _ -. - - - --- - - ., C 4 -.. �� - - - . - - - - - - _ _ - - - -� .mod. mod. �`.�� i_n `- 35 2 352 : =- - --- -- -.- ... ................. .. rho 1��M Z�_^ Li OJ -©� N� Nm Nam. N,J 4-u- -..! Li r<i o . � ti du- rn Sri + Sri.. f." o6 . Ci U- a; U- +PO r: N 00.N cn Ln +p + + + +� +v- + + + 0 0`- .0 O O N J N.J �- . q- 0 ......... ... �._j ..... . . �- . ...........................� U...---4., ........................ .... .............. .... ................. . 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . k� .?-- . . . . . . . . . . . . . . . . . . . . . .�DESIGN A01 /NE. P. R.OF/LE. 350 : %+0.25 +0.25% ^ . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : .. . .: . . rn .: . . . .: . . . .: . . . .: . . . .: . . . .: . . . . 130 : +025% +0.25% £SIGN•FLON�/N£ PROF/LE _ o ry o U d d U � . --0.26% m r7 0-r) • a- n w tM 348........................................................................:....................... 74.00'CROSS-GUTTER «1 .......................................... 348 err - - - - - - " 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE Z Cn 00 O 0 U- L- Al CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 25.00' 39.27' 90'00'00" 25.00' C2 33.00' 27.16' 47'09'23" 14.40' C3 42.00' 201.08' 274*18'46" - C4 25.00' 39.42' 90*21'10" 25.15' C5 478.00' 37.80' 04°31'51" 18.91' C6 22.00' 9.11' 23°43'33" 4.62' C7 22.00' 9.60' 25'00'33" 4.88' C8 25.00' 35.14' 80'31'52" 21.18' C9 522.00' 49.71' 05°2722" 24.87' C10 22.00' 9.79' 25'30'30" 4.98' C11 22.00' 9.30' 24013'30" 4.72' C12 500.00 92.14' 10°33'31" 46.20' C13 33.00' 29.49' 51011'43" 15.81' C14 42.00' 204.04' 27871'06" ---- C- i'•W J i! Fes- J W Z F= M to to CD OM aw O X W O 00 + o_O O _ 0+ 04 -! r` La- U- rN ONO Z W + N + N M N 54 55 + O 0 'f N I-- V) I d" N N Q Li .1.. 0 0 IQ �l ry I i-- wU-U. L- oa20 w0m zo%6 wzWF-¢- cwnmw2wWQt--ww Q- wzza''z0WcLuz o �cnzwZc„>c"¢ wsOl��auzj Ui C9F-F-sc=n��uV`.�z zF-UrZ250LL0 Ia�� zVOua Q°'000uj co ©zaF¢rrE--To zdw0o"-�0�my cnw�wd 6 m z 0 5nz jw wP -=w ww>- OVz=ma aWZZWC)X -00 ?soZW�oom LLitL�•Z`(��cnh cao�¢�wozoQ Ct ZL1�CA��z> wF-¢w� mzpa z2WWTpw8¢Q oQoaF-Uoo�o 2T86W_-zwQpW U �-zm�F¢...ZcninCy z w w owLL _ �w>>¢"�z©O =AQ D z�o=ooa,oTF- 200Tu:w: z¢Rw Uzi--='>caioLwL� Q cr p w waj = W O m LEl-i<aLL -?o -j >>w�znc0cn z4w0wW�0>wt wvOwz'U) - VF- ) =F--Z0w F-00E-0w "'N =If N I I T If1 - I C2 L S=_=_------- --- � 0 � 19+77.74 n00 21 +82.38z--- FL 19+05. 3i �- S S S S S. C X S _ r� _ o (n C3 - - - - - 0 - - -}- - N89019'4$"W 21 ___� I 22 X C2 ___________ 2 M - --- W cool -_ ± N J 2 4' E U o `n Ln +ui-- z i1 52 u- 51 N PASEO < c Q O = c� , i:� n �- �-- c -- 0- Rw oW Z 00 00 � CM %_.*ii j to 0 �M MONO W N +N ON H + ,Q U- N li� N u- PHIASE 1 (PRIVATE STREET) ASHLYN DRIVE -N- CONSTRUCT MIN. 0.20' A.C. PAVING OVER o 20 40 80 MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. HORIZONTAL: 1"=40' COMPACTED TO 95% MAX. DENSITY VERTICAL: 1 "=2' T1=4 5 R=3fi PZ O V J � a- of O> tM v Z= w an pu-i 0 o6 O 0 ocOo � W)ui oc Ln o pej + r7 0 00 + N C] C�0+ `-N + w U- 'J NEXISTING GROUND PROF/LE - 00 `V N 354 . - ........ n A T CENTERLINE o 00 -- -- + 354 b 'I- z O "�"... M rn LO U) c6 o LL.I z L .r.0 N W cl? >0 U Z X off N LL C!) 0 N Q W CV W a) ccy) 06 Z N O 0 wN E Z M L W N CO O (0 O 0 m L Ll I Lot Q 0 a U. fy 0 W w = w W w � 0 0 W ) O LL LL a a a Z � j J 06 Z W W U) � Q 0 %%W00100 .CN a r%t*m cy) wU .. ......... ..r ............ -- --- 0. 35% T EX/STING FLOWLINE -o - 0.35q PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . DESIGN FLOWLINE PROFILE (-0.257o). ; 352:...: ........."' SEE NOTE . A N 352 LO 19+ 00 ................................................................ a 20+ 00 21 00 22+ 00 3 + NORTH FLOWLINE PROFILE zC� 0 O Z W rM CL S W 0 r:W 0 V) CL w F- X M O O 00 M r7 .-- r• M r• d' a. to r7 Ln O O : 1 + M NNj U 0 00 + po 00 0)0+ N Z `.LJ LL.I ' --� � EXISTING GROUND PROF/LE 00 00 354 A T CENTERLINE + 354 . . ............. .. : v. ... N N EXISTING FL 0W4INE 0.35% � ; -0. ; : : PROF/LE . . . . . . . . . . . . . . . . . . . . . . . .• . . . . . . . . . . . . .-..0-.25 . . . . . . . . . . . . ..._. ._.. ` . . w z 0 w DESIGN FLOK2INE PROFILE (-0.25%) - • SEE NOTE "A" - DATE 5/24/2021 352:...... :. : ..: :...........:............................. 352 i PA JOB No. 3146F W SHEET E ...................................................................... o 19+ 00 20+ 00 21 + 00 22+ 00 E SOUTH FLOWLINE PROFILE t . I ��-- 006 RECORDS No of 20 SHEETS CONSTRUCTION NOTES II i�1 ��II�Iil�iill IT CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. Q3 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT 12' WIDE CROSS --GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Qs SEWER MANHOLE — —S- — - PROPOSED SEWER MAIN © CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. Qc SEWER CLEANOUT PROPOSED STORM DRAIN �j7 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STORM DRAIN MANHOLE----XS----- EXISTING SEWER MAIN 8Q CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. --- ------ --�-= EXISTING STORM DRAIN [9Q INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) - STREET CENTERLINE ----XW----- EXISTING WATER MAIN 10 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. � STREET RIGHT-OF-WAY —1/1- — ��— EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 32 33 =i c o< O� JARDINEIRE cq.r LANE o' (SEE SHEET 13) +4 0 r 39.27' ON CURVE O IIw O � IIE- u') U M CL N Q LO --iW tj-JW 4jJW 00i Oz Oz CD co O '- O O d N tf) 354 ............ .... n �Loo . + + �— + �— ' O O O ' . . . . . . . . . . . . . . . . . e. . . . _j . . .L . . . . . . . . . . . ST__REET SIGN , NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -v INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES �A R1-1 N STOP SIGN © R26(CA) N NO PARKING ANYTIME © W31(CA) N END �D R4-7 M DIVIDED ROAD �E R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) I KI I AU UKIVt CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 39.27'(NTS) 39.27'(NTS) -ON CRVE�[—ONCUREI II t-- a N it t-- r� p a. rn II oc co p U co w co U co co 0 co ii w (0 c.� rn it t-- �-- 0- to li t- �R M �-- it N c0 it f- co d- a. d- It F-- co o_ _JW O ._.IW 0 --1m O W O m M O J W M O Jw ©-JW O J O a) J W 0)_J COU CO(' M 0in M CO0 �GOU CO0 to OU MM COU M G� OZ 00Q OZ CiQ Off: C-10) Oai C0 OZ OZ O II II a <0j l(- 06cc00 Oz CV ." •� (N : N iCOV to rN�O i6co CL N40 O� O J O �� c0 V_W LO Cn Ne= O W ZOO� O +.--+ +0 w N �J. V.-. O ... 0i t0 -cn + i- pry .ay + 00 M ........................ .�© .... ;*- O + +QM O co + N N + + to + r. n + + to �� + r- �� + .- co r-CJ e—� �" e- r-� r-u . EX/� T1NG GROUND PROFILE . . . . . . . . . . . . . . A T Ct-NTERL/NE 352:... =-- .:... ..,.... . _ ._..------__--___--r__--____-..:..". -�`-�--�-� . - .:..- . .._.._:.---- _ - :...:...:...:...:. . .............-0.25%........... 350 : : DESIGN FL'OKINE PROf/CE ........ * ....................................... 1 0+ 00 1 1 + 00 0.25% ................... 1 2+00 MADRONE LANE (SEE SHEET 9) 39.27' ON CURVE ccoPOr- Urn UM MM NO O N N + c0 O 'r- W -N- 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' 1:� _j ..... ...........................354 . ......: ...........................352 _ .._ °... --0.25% -0.60q ............... ""...."`- 0-25%...... ...................... . . ..... ...........................350 co II— . � m . -0.25� — � o. o C of o +0.24%' +0.51% " `f' ``� `o ui � DESYGN FLOKINE PROFILE .......... -1*�+00........... ..-�.4+00...............�.�+oo..............�.s+oo...............1.�+00...............�.8+00 78.00' CROSS -GUTTER NORTH FLOWLINE PROFILE 39.27' 39.27' �• - ON CURVE I ON CURVE f m 0-7 o 11 cr_ U O II t_ M a. it p N p a. N d- po co p F- w mot- LL d- it I- CR P a. t'` II w O U� o m U o Cn 354 m .- �' .- "'� n .- "'w n M n � 0i m cr w �M M W w M M� m vi of 354 oo Ov, o OQ o� 0ZQ ......................... ................................................................. o O ©0 II II OZ o oZ .M o 04 .....W ......................... C`�! M . LEI c6 00 U li � 00 nj `� c� N �-- + �p O . �O � O �� r- `ern �-- O CL ...to N —to ..to 0o J . 00 .00 E'X6T/NG ' GROUND PROF/CE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N.� O W z o OG o o� o .r- oU- . Mu- �o oil' ATCENTERL/NE �rn .-+ ,+ — —:--•.--7 352 : =. -- - ---©-^O� _o�, :---------_______---________..--- �.:-- : --:------------------LO`� �� °--� �: :. :352 350 :....... :. .:........: .: --0:30% : ................... : 350 D�"SY�N� f`Lbifi�IlVE f'RbF/L�" : .... -- — : +O.5 --0.24% 1 0+ 00 1 1 + 00 12+ 00 1 3+ 00 1 4+00 1 5+ 00 1 6+ 00 1 7+ 00 1 s+ 00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE I RADIUS I LENGTH DELTA ITANGENT Cl 1 25.00' 1 39.27' 1 90000'00" 1 25.00' v U- paV0 WOu) d ui °0 _j ZO�j �ZWN Z r' G..�.,• toUS 00WZtom- at=p o�FF--LLlz(-Z (C) (� a¢zU�zc�c„zo rec(n�Uczf) c � to (� m o C) f2o��9J�0 W,= zm .� r- W Z p �c,0 wzOyWc�ncW>�� z _0 clo�� N ai M _Wcl ; "'.. „ CU aoaF- U Z �lde63 c;3%0 -w u.'SoQmU O N X a6w-wQZ(jczc) ��pOt°`/)QzppQa /"r1 v`/�� Y ww>-UTowv10=c=nw "" Z tti 0__MZoW D=`(Zo�lWzzp Q (� m N W (0 oo ¢§w-0zaa .�. NO D zo9(nJ2z> Z +�+ CL CJ p cn z D a zo��=pwozd�+C z +.+ C'7 LLJ UJ pcLZZW, -w>a�0� v=co) Uzi'm `tOw (0 zN�(.� z � o ? LLI v 00w- N r- cCL cw�zop Dw�=�-OLL Ltlfn 22 ^ L..i.. =LLJ a C��csi)W�ZQQOD za=V�Lu:Z 2Lcul o=>n�ou = �Ww woz m WF-Owwcn—�F=D d tU Du.z>Qcn O�"cwn�"C�rO��w w00L'i ZDz0 in CL Ww00uiz 0) V) tz-�onwrpU�nW¢� w Q 0 W O CL 4 ui & W 9m 1:W o LL WWW�� nun CL o a ZQ CN o J � + w o � w= o a O >_ CN o cy) w (D < wU a -%*� Of 0 0 W N �h N U) z V) w i... DATE 5/24/2021 / PA JOB No. 3146E SHEET E -- M COB RECORDS No. OF 20 SHEETS CONSTRUCTION NOTES M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. + INSTALL STREET NAME SIGN PER CITY STANDARDS. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. [] CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 SEWER MANHOLE —S- PROPOSED SEWER MAIN F_6FI CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. SEWER CLEANOUT PROPOSED STORM DRAIN M 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN M CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. EXISTING STORM DRAIN F-9-1 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET CENTERLINE ---- XW----- EXISTING WATER MAIN 111-M SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. STREET RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. L qc c MADRONE LANE (SEE SHEET 9) 59 PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. u- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES Rl-1 - STOP SIGN R26(CA) - NO PARKING ANYTIME W31 (CA) - END R4-7 N DIVIDED ROAD QE R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NYj PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) HERITAGE DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 PASEO N, LLJ z 0 WZ X V) s W (/) Lj Lj V X LLJ PASEO _N_ L 0 20 40 80 HORIZONTAL: 1`=40' 39.27' 39.27'(NTS) 39.27'(NTS), VERTICAL. I (�ON CURVE-1 I ON CURVE I ONCURVE- 1 0 0 0- w 00) C> 11 w pu p 11 t- rl, PQ- r- 11 F- (p PCL -t 11 n co P�* n to co It PCI- pcL pu 0 w 0 r- w (.0 0 r- 11 w (0 po r_ 11 t_ (p Pa- 0 11 t_ r-� PQ- n r, 11 0 pm m 0 0 cl� n Z a- :c m rt-__j W 0 M __j W 'q- 0) _j Lj It 0) _j 1�6 -t 0) 0) UJ C> -i ui LO c� _j m LO W LO C:5 M LO C3 _j Ld V) C> 0 _j uj V) 0 _j uj V) 0 LO r, 04 a. 1-- LO 00 0 _j n -0 0 n -0(3 nn _j 0 0 _j 1) 0 '0 1) ON! '0 n n n n c> b to _j "0 _j n 0 ^0 n Ul 04 n I,,- cq to 354 ........................ . . . . q 6 c;4 0) q z C14< 0 z . .()6 < C) .()6 z d6 < . OZ. C.;! < og e4 . . . . . . . . . . . . . q cy; CV 04 q c4 < q z od,< . . . . . . . . 00* c)cCic 064- V--* u) M. . . . Lo ................... rZ., LO 354 %- to v- C>. v- to :co_ -.., * %_11 CN 111 cn %-.,+ 0 %1 10 If-- %Ao E.VSTING GROUND- PROFIZE Z`104 + 0-- c> 0i co 0rZ,00Zo ON Lo 0 w co 0 c� n o 4 0 6 04 . 0 0 0i .(0 0 C5 A T CEN TERZ 7INf clq __0 2 (N.- J0 . . . . . _j . . . . . 0; 604 cp+ - cdC-4 + 0n + n q - + .4-01) - LL LO . . . . . . . . . . 1�!_j . .MLjL_ c�n M+ U-) -0) . . . . . . . .... _.:- — —r . . . . . . . . . . . . . . . u- u . . . . . . . . . . . . . U- 0) C) r- 04 _no It _j 0) -i 0) 0) 0 0 0 04 352 ........................ .. .......N``-. U- - U- - U- uj u- . ..................................................................................... 352 +.0.35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +. . . . . . . . . . . . . . . 0,35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0. 0 00 �! �v �_Djr$IGN 350 ........ 0 + .-25% +o.rao%. 9_� �7 F40KINC PROW 350 ....... ...... * * ........................................................................................................ 7�� 7 +0.25% c� Lb --0.247o fZOKINE PROFILE cl� C I x C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v3l 0- V) . . . CL_ 0 u') . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 I 24+00 23+00 z 78.00' CROSS -GUTTER KInDTU FLOWLINE lAll IKIC' C- PROFILE < 39.27 10) ON CURVE Lu a:: 0 11 x 0 11 t- r- 11 11 LO to (0 L) 0) r,� cp pm CO 14 CO - 0 m 0 C14 m CD x n Q_ CL cii 354 m 0; x 0 xuj 0) xui 0 xcd 0)0) 14- OM 14-14- _1 It _1 't C> C3 r4l n LO Cq LO to n cq (0 ........................ ..... 5 0i c5Z -c5m 0 ........................ c! cn . cs! c6 o6o u-u- ................... .............................................. b 00. .... 0-.4-10 .... U-� .............. 00 + n . f�_ - ... w — —+ 354 . %_ +. 1-0. -r- I.- v co _v_ cr_ a- . - ZXIS-TINC GROUND PROFILE v- N %-.00N - — — _+ ---- N C14 . . . . . c) c) 0;. od to . . . . . . . . . . . . . . . . . . . . . . . . Qa. C4 . 00 U-. cq A T CEN TERL VE CD . . . . . . . . . . . 0) . . . . . . . . . . . . . . . . . . . . . . . . U I . . . . . . . . . . . . . . . . . . . . . . . . . 0i 0i cn + co 0) + + U- + 352 co Li- U-L& N 352 ........................ ...... .... ...... ....... ............................................................................................................................................. +.0.35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0,35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * 350 . . ... ...... ... .......................... .K . . PROfItf . . .350 ................................................................................................................................................................................................. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 23+00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90*00'00" 25.00' C2 33.00' 1 27.16 47009'23" 14.40' C3 t 42.00' 901.08' 1 274*18'46" d 0 w U- 0-i K�_ wm w o 0 Lil _j 1.- 0 D w i- u- Oz (y) cy) (L:� Z c) E= 0 zwP6ffi%=0 01) u') (0 z LL 8 zw -j w, C6 2 F_ W L_ .3w: _j Lou §E ,u 'T uj < zw z 0 ti h-_ C'4 L0, cc$,)) I (5 P jE co m w -�ffi Mz 0 0 0 u- a 9 zz w3: 0 > v LL (0 ce a- 0 0 <,wxugT22 cl oz t= z rr 'Z- 'a F @j 3� (.) =) -0 (D 0 Cr) 7FD < & ad 0 c6wwyw-@8w6mz0 6g00'.0566Rga'_ lz L_ LL U) 0 ♦ 55 3: mi w - 16 55 L221 imn um, uj w 0 22 ZW P U) 0 a w z Z c/) C13 CIO < U- LU W 4) co a0§<3:: Z 0�-_Zag W002* oz$ Z (1) Now L_ z ui ;� F— 0 0 0 < M: 0 C—) w F- (1) c6 a. cw/5 u z 0 ce 0 z a< Z Lu w 62z,WT!y<', a- Z a. F- ow 0 a co 0 z 8 6 't w, uw- C-4 F— (.0 LL FZ- K ww 3: <z 0 c) 2:;za>w8wQ09mww -W"E W= WO 2 clllj 0 % a 2 o O� W LLJ LL. CQL. 0 ?U- W =W: 0 M F_ C6X w w 2 0 a,- z 0 w Lw, U3 3: z > 2 -ji 0 <<03: . gwwpwwwaj*lww6— Ll < w >w co mi=!P� L > ).: Lu zo- 01 < 0 o ca Q 3 5 z ul M LLJ 0 UJ _j ca < W _j -, ui 0 Lu W C) 0 w -- un; TYCOWTO Lu F- F- 0 CL F- 0 0 WQ M 0- U- w w0 CL Z a cc z W Z w m LIJ 5; p w w 0 hw cr_ u_ w a. a SNEER 0 > w /038 .0 0 _c I.Lw D w z 0 CD uj DATE 5/24/2 21 PA JOB No. 3146E vi SHEET 0 n. 3 e COB RECORDS No. OF 20 SHEETS M CONSTRUCT TYPE "B" 6"CURB & GUTTER PER ��STD. DWG. ST-1. |NSTALLHOLOPHANE "GRANVILLE" PREMIER LED LUNAR F�l CONSTRUCT WIDE STANDARD DETACHED SIDEWALK PER STD' DVN� ST-6 (HATCHED SIDEWALK ` --'''--' WITH 12 F[ HAW�T0N ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY �� " AREAS SHALL BE 8 THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. ' ' CONSTRUCT WHEELCHAIR RAMP PER C.O.B.STD' DWG. ST-10 @� CONSTRUCT �ONSTRUCTSURVEY MONUMENT ENCASEMENT PER C.O.B. STD, DWG. 8T-22. ' _1- -T- INSTALL STREET 8|QN PER C|TYSTANDARD8 F3] CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD' DWG. ST-Q (CONTRACTOR SHALL COMPACT AREA ' UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER 3|D[ TO 05% MAX. DENSITY, TO A DEPTH OF 12"1 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. F�l u�/ CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. D�� N� D 14 ' ' ' ' ' ` - 0 SEWER MANHOLE ----S---- PROPOSED SEWER MAIN Fu-6F CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B.STD` DWG. 8T-2 ' SEWER CLEAN0UT PROPOSED STORM DRAIN M 4^ 000E PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS /CC8uR`8l STORM DRAIN MANHOLE ----X8----- EXISTING SEWER MAIN a] CONSTRUCT 5' VMOE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5 ' EXISTING STORM DRAIN [�� 4- --------- INSTALL TWO /2\ 3CM' 4O PVC CONDUITS FOR FUTURE LANDSCAPING (�U" ��N^ COVER) STREET CENTERLINE ---- X-W--�--EX|3�NQWATER MAIN R� �= SA�OUT�`TO NEAT VERTICAL FACE' OR AS DIRECTED BY CITY ENGINEER. STREET ---- EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLNE STATION PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT -nME OF BUILDING PERMIT AND SHALL BE L/3 LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION ADJUST ALL EXISTING MANHOLES, OLEANOUTS' VALVE COVERS' MONUMENT ENCASEMENTS, ETC. AND ENGINEERING DESIGN MANUAL SEC11ON 6.8.2.3. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERILINE DATA UNLESS OTHERWISE NOTED. STREET SIGN NOTS _L INSTALL STREET NAME SIGN PER C.O.B. STD. DWG.T-1' . -o� INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREETSIGN CODES a` R1-1 = STOP SIGN /lTl R28/CA1 "` NO PARKING ANYTIME W31(CA) ° END (D> R4-7 = DIVIDED ROAD R11-2 = ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 0--Yl PAINT MEDIAN NOSE YELLOW /�� A��T 1� �O� «�I[�N�� KJD �T�|[n|N�� K]��T�� \°°-� SHEET . . ' FOR ` SIGNAGE `~� AND ,= STRIPING . `.. .. "~ NOTES . �.. AND SPECIFICATIONS) 00 0 to cn co Lo to co 36 D @ cl L0 .90=1 7 1,2 53 �4 J 23 U_ 24 u25 26 PHASE 2 (PRIVATE STREET) CONSTRUCT MIN. 0^20f A.C. PAVING OVER MIN. 0,40" CRUSHED AGGREGATE BASE OVER MIN, 1.00" NAT. GIRD. - COMPACTED TO 95% MAX.�EN�|T� " " ^ H��F�|��y4T��: 1 =40 ]]=4.5 R=36 � " VERTICAL: 1 =c2 o 0 o- o co o cr ul . .. . . . ... ..... .. .. . . . . . . . . . . . . . po �� ' ' c» ' �� -� . . . . . . . . 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' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . ~�"�^� �� v�� _�� ~�� v ^� ^ ^�^� ^ " . ^�^� v�� ^ v�^� v�� " ^�v� v -r " ^�� "�� . ^�v� v^� . v�^� v ^ . ^�x� - n^� . �� EAST FK OWVNE PROFILE CURVE TABLE CURVE RADIOS LENGTH DELTA TANGEN a E 2 0�_ b QZ -URZOF-a o w 06 co Z co z to rL 20 L cl) (D Z5 Q It UL ul x in CN 06 > w 0 W CN z r%*" c1l) 0 .0 0 `� 04 7 | | | / DATE 5/24/2021 PA JOB No. 3146F SHEET OF 20 SHEETS COB RECORDS No. 7) DATE 5/24/2021 PA JOB No. 3146F SHEET OF 20 SHEETS COB RECORDS No. 7) CON STRIA C'nON_ NOTES M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. 0 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. + INSTALL STREET NAME SIGN PER CITY STANDARDS. M CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 51 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Qs SEWER MANHOLE - -S- - - PROPOSED SEWER MAIN F6_1 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. SEWER CLEANOUT PROPOSED STORM DRAIN M 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN 178-Fi CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. EXISTING STORM DRAIN 59F1 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET CENTERLINE ---- XW----- EXISTING WATER MAIN 111-61 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. STREET RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 5( 5_j PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. PHASE 2 (PRIVATE STREET) AS H L EY COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 39.27' ON CURVE oco CO II�M it m LO toF_ to DAM LO _j W 'cl0to u) b 354 ............... x . 00 0 f< . . 4 n . . . . . . . . . . . . . . . . . . . . . c) = < C)4 + %1.1.10 o%o C) 0 - C) 1.-j 0 0 ui 1:�Lo 0 1� . . . . . . . . . . . . . . . . . r-; L-4 n . . . . . . . . . . . . . . . . . . . . . In + LO L0. to 352 7. 7. 7. 7 7 .. ............ . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . +0 .55% .a.00% .............. .. +o .7 350 .................................. 10+00 11+00 39.27 ON CUR e,o co pa- mo �-w to EOM 0 C3 Ix w u') M W) 354 ro - 00 c:>r,: Pe) _j -00 OZ " 0 0 .................. ,,:�n ..................... 4< -Ock v- + c) 0 L(i 0 Lc) c) O . . . . . . . . . . . . . . . . . . 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I ....... ...7 ........................................... . +0.35% 352 40.55% ...................................................................... FLO K INE PROFILE ...................................................................... 350 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE 0 0 a- 4 L d- C pr) P cV c n C CL D Wy 17 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90*00'00" 25.00' C2 33.00' 27.16' 47"09'23 to 14.40, C3 1 42.00' 201.08' 274*18'46" C4 42.00' 200.96' 274#09'04" C5 33.00' 29.13' 50*34'21" 15.59 C6 482.00' 103.85' 12*20'39" 52.12' C7 500.00' 165.79' 18*59'52" 83.66' C8 =3.00' 25.47' 44-13'35" 13.41' C9 I 518.00, 117.46 9 1 12059'32" 58.98 $ PHASE 1 (PRIVATE STREET) PARTERRE COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. 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F_ 0 a w < 2 1 300 _5 -Z L 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1 "=2' 39.27' rON CURVE-1 II Q_ UM 11 0 m 11 1 LO 11 11 w cp w N :c pw co -a- tj ph- n pc-> 000 00 n _jwo-j C:)-JMC5 ui 0; C4 ul _j LO LO LO ow r nn po 00 Q U-) LO C� Lo L10 0 Z 0 Z o r< C-i 00 to od c6 cl c'! 0 354 .............. + n .................. .................. 354 U- 00 _0 0 _j C6 V_ r*� 00 r-� . _j U- U- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ul� -1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + EXISTING G1170UND*FR0f7Lz_ . A_ _j lc� _j + A T CE�V T, ERL IN4-17 352 ....... = ............................................................... ........................ 352 . . . . . . . . . . . . . . . . . . . . . . . :0-36% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0.3570 -0-267o -0.26% 350 * ........ ........... OESIG*N. R 0 K' INE PRiOFIL E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.0-26% . 77`.r.. . . . . . . . . . . . 350 9+00 10+00 11+00 12+00 13+00 �2&0 *_0 14+00 WEST FLOWLINE PROFILE ON cuR ' 0 VE Q_ o- 1- -1 0 n 11 0 m u) Lo C,4 0) x .I- x 01) _j jr 0 CO V-: 0 " < -pcL n Po- n pmu " 0 W 6 00 00 o XO C> LO LO nn F= to W) 0) r n-00n. wu') to 00 c'! 0 00 zDn cq C4 0 PI) LO 354 ............ .... ... :�.31r_ c� Z<. .0 r-� ..354 . . . . . . . . . . . . . . . . . . . . . . . . . 00.4 . . . . . . . . . . . . . . . . . . + Q_ + 0 (0 c; U- 0 Lf) r- (3) -.,100 . . Lei . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C4 _j EXISTING UR0L11VD*PROFILE + L0 L6 + ui L' c6 . . . . . . . . . . . . . . . 00 r.0 04 01) 04 c> N + u- '- + A t Cf _/V TEk +'" 4- VE C*4 04 _j 352_ + U- 3-5-2 U- . . . . . . . . . . . . . . . . . . . . . . 0:357 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0-357o __O-O00 350 Amaf . . . . . . 25%. . . . . 70-257a-0,717 L . . . . . . . . . . OESIGN. FL 0 H f INE - 0 ... 350 9+00 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE PROFILE (, I --) 3If COB RECORDS No. � Q LL 0 uj UJ K 0 0 z LLJ w LLJWSW cr_ 0 9 LL w CL m CL ER 0) > cj w /0-38 W Q w � 0 0 N F- F- Q L0 04 11-1 LC) 0 _c! -2 %4- 0 CL _0 c cl- V) I It (c) c 0 U) z 0 LLI L 41 DATE 5/24/2021 U)41 PA JOB No. 3146F SHEET 0 E 7- 1 Lj_ OF 20 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) 0 CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. Q3 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Qs SEWER MANHOLE - -S- - - PROPOSED SEWER MAIN ® CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. © SEWER CLEANOUT PROPOSED STORM DRAIN [7] 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) 0 STORM DRAIN MANHOLE ----XS----- EXISTING SEWER MAIN ® CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. === ====== EXISTING STORM DRAIN Q INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) - STREET CENTERLINE ____ W XW ---- EXISTING WATER MAIN 10 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. "-" - - -'-" STREET RIGHT-OF-WAY _ --_ EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. t^W J JW _JW 00 �- Oz �- Q 0z 06 Q r au- 0 L6 LO+ 0 ui LO+ � In r w r + + ." + r. 0 10' '' 43 - 6 30' 30' 40 t 5' 1 18' 18' 7' 5' _+ `- I 0 ` J U B - cn -- --B -- C1 Tr:L/S $ L S CD, LO 31 t 4 s d 1 s s s t o 0 4012"W o oLO I B 11 1 12 o + -- t C1 L/S r- 8 3 P)__ _ _B 2 . / 0 U 32 s0' 30 30 39 , 5' 7' 18' 18' 7' 5' LO j I _ + 50 HERITAGE uj w uj DRIVE oW oQ oQ (SEE SHEET 12) o 4-g 00 o+ o+ 40+ Lo ui U- = U- = 1i STREET , SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -v- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES Q R1-1 N STOP SIGN R26(CA) N NO PARKING ANYTIME © W31(CA) N END Q R4-7 N DIVIDED ROAD �E R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) U a m m w 0�0 a 0c) 00 0 � * 0 mo t' 06 0oM r� 06 o ++ �j t( oLL_ U- U- 00 M r 44 45 0 46 CN M r d' U- 2 �- �- U U � 2 � 1 C2 `s s cn S s c� 14+35.00 13 14 00 r 1 C2 0 U U -d N r- 49 M U o m Q_ o60 + o+ 00 M d- + r r V_LL- PHASE 1 (PRIVATE STREET) DAYBREAK COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=36 CD 0 ai 0 d' 4' ❑7 47 C 8 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1 "=2' fE LANE SHEET 5) � I I I f J I I I I cn I I U 39.27' %1•0 cm.� m � �� it ON CURVE COU-)°- , r'tn d- _ �o ila � U N PO co IIh-N (1t-00 Ha M -LL M g0 N rn M 000 .0- o 354. m0 -w0 M M .g© JWr_jWr az oz co°+M 0 ="' + 00u') ©�. 354 .. .. -.4'' � �' ¢ ¢ EXISTING GROUND PROFILE . . . .... .............. + _6 _o `mor�, A r CENTf-aINE : : : 00° --- --�`' --' `_ --- -- -- . . . . . . . . p . . . . . . . . . . . . . . . . . . . . p p ._ -�- . - _ __.:___ . . . . . . . . - t j . . . . . . . . . . . . . . . . . . . . + r + r +0.35% 352: r ............................. .................. :........................................ ..352 . +0.55% : . : +0.55% : : : DESIGN FLOKINE PROFILE : : : : : : : : : : . . . . . . . . . . . . . . . +p.55% 350 :... '- � 2'0%........................................................................... z c 350 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 WEST FLOWLINE PROFILE °° z 39.27' m ca m ss 11 a o ON CURVE w 00 U-)cl- fV � uO d' M W = cr r� a N 11 w r- m co �i.! � W c0 II F-- N li t-- 00 a• r0 - a M 0 6000 � 0) 000 d- O 354 -0 OffY M � Q00 M W `- W Lu r w L�.O �`� w � �`� M O �� + + +� 354 ... .. , .. o .................... g z g 2 . �..... �- .................. � x �- + "0 ¢ ¢ vg °�° EX/STING GROUND PROF/LE A T CENTEfi'L/NE �' � , ._.._ « . , _ ___-- _,_, __ U o � �. 0 � O L6 -,- -_ --_ �- ,- _-_ --. •-_- _ + �+'-1 _ . . . . 0 0� . . . . . . . . . . . . . . . . . . . . . om oc0 . . . . . . . r �- . . _ _ __ .._ _. . . . . . . . . . . . . . . ,�. . . . . . . . . . . . . . . . . . . + +0.35% . 352:... o :.�--: ..................... r r �-- l.�' : �- :...:...:...:... ..:......::...:...:.......:...:...:...:...:. .:352 -1111117 +0,55% : : : : +0.55% : : : DES/GN FLOtyI/II�E PROF/LE : : : : : : : : : : -0.00% w +p.55% +�31% . 350: :...............................:........................................................................350 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 EAST FLOWLINE PROFILE 52 CURVE TABLE CURVE I RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90'00'00" 25.00' C2 33.00' 27.16' 47'09'23" 14.40' C3 42.00' 201.08' 274*18'46" C4 1 37.00' 36.98' 57*1558" 20.20' C5 80.00' 135.58' 97'06'20" 90.59' C6 37.00'1 12.86' 19*55'11 " 1 6.50' �/�IrN .�. e. �I�Ir �b w �Iw w w w o� r� w w w �wrr w �1r. w w w w w w w .1� w w w w w w �•� w w �. w w w w w w w w �� 51.61 pa2p wOcn zoaz I 51.47 aw 1=S I wmnw¢ �mWzf= !FL- F I 1 � 1 ► � ► I wz¢�F"z�w�p 1 2' 5' 2' U t cn i o`cnswZv�i>°�°mQ U-0z�coN2 'z WINI 0 __ I _ U� I IOU LU0) UMLu wr�Qzmwa 1 kd 1 I w=Ow=wcnt� CZD-- -�- 2%MAX A. --� Q ") --n �r `n N z�wF-cno�000_ z � n , m 7 5' l �o�=��z=z IFG \ \\� FG � [ o z 0 rx z o ¢woov�v¢>-w �� 1❑ zzQEdLi 2)cdmz c5O�OcnrO-upa cnz B TYPICAL SECTION .,,.. W I wwvmw�a o� o W I 15 NOT TO SCALE Q� w , o �u9��Z-wE_w v B a0�¢wwul0z>z�w �aoo `woQ=FWwE0Z0CL� NK,15 IF 16 �W oozXWzt>��Q 1 IU=SwQ�¢pw cuocc1 u.~•?s'F- zcncnv m ` / I wauntj0 �Qo LL cai�w�=z�vZo� o�� lI - >-ou.�g== COIg�U.�ww�go ♦ IF I Oz© Or V50) w=¢ 2 W / to �� . 1 9--i6LLLir [rw0wWLu I ♦ / '� 2% MAX o� wow o r-o�wcn-,i-� w c]u.z?cn°5:5w Omcco CD�ZZww m'Ow'wO>m I ¢w�-CL w0>_�3 0 N MqX MAX I 11 %v a m U °a- Ilan 1 z M I IF 49.81 Lv I 00 00 c0 I IF FS I n `` V- _ �.w�wwwwwwwww `` U ww A AREA DETAIL + 15 SCALE 1 "=10' PHASE 2 (PRIVATE STREET) ESPALIER COURT CONSTRUCT MIN. 0.20' R.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=36 SEE DETAIL 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' 0 m 17, UJ ° %gym (D W M a Z m EXISTING GROUND PROF/LE a. Lp Jr `p � Ki • �'` r� 00 JN 0) a' CO �•- 0 00 M 00 eq ul 00 a 352 A T CENTERLINE o R + - °N o`t0 LO -----�-°�N �- ,.- ,n -352 ��--- ... r J E0 I - r' U- Lei,. . . . . . . . . . . . . . . . . . . . iL t� . . . . . . . O. . . 6- . . . . . . .c0 . . . . . . . . . . . . . . . . . . . . . . . Ot �'.. 350 : :.......: .: ..: - .:...... . ........ .. 350 . . • . . . . . . . . . . . . . . . . ES/GN FLON2fNE PROF/LE . . . . . . . . . . . . . . . . . . 348: : z .a 348 11 +00 12+00 13+00 14+00 -.36.98' IN I NORTH FLOWLINE PROFILE U z I ON CURVE CL aLO ila� 000 Iwo II0m Uo MO �� it a �= w o m 0; M EXISTING GROUND PROF/LE cn M a, M co h 352 .... 0� AT CENTERL/NE .-. o000co LO o6 !-___--_-�� + + 000 �-- ^- 352 .. ... . _ O '_ rn� J rnw U- ........ .... ................t0. .... .................. ... +0.5%..:. 350 : :.. :. +0.35%. :. :...: 350 . . +0�540 ES/GN I70K/NE PRORLE 348....................... ..................................................348 11 +00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE FOR SIDEWALK DIMENSIONS AND GRADES d Z a �.^. M rn cu .L O L1J z o �"- w M `Z > V Qom@ Cf) 0 u Z _ ca Wm N .�: co oes Z 4)o p cn rcy W w N M O t9 LL O o 1.L w 04 LU ua- • ww w = a. J In ww W w Lu w k.t_ a a NEER * b� 0) O h�v L i W 0- > U 3 V U moo- �vd, w o�� y OF U) QCN � J oZj O w Z W J W � Q � Q 0Lw � w O� � � CN D a ~ O 0 0, - � Y W � � W m Q) a U) o 07 z 0 w DATE 5/24/2021 � PA JOB No. 3146E SHEET 0 L E COB RECORDS No. OF 20 SHEETS CONSTRUCTION NOTES 17-1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. -p- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6 (HATCHED SIDEWALK WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. ENGINEER. Q CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. INSTALL STREET NAME SIGN PER CITY STANDARDS. ❑4 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. F5_1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Qs SEWER MANHOLE — —S- — - PROPOSED SEWER MAIN fl CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. © SEWER CLEANOUT PROPOSED STORM DRAIN [�]7 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) © STORM DRAIN MANHOLE ----XS•----- EXISTING SEWER MAIN ® CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. EXISTING STORM DRAIN F9 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) - STREET CENTERLINE ----XW----- EXISTING WATER MAIN 10 -�-- SAWCUT 2 TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. - - ----- STREET RIGHT-OF--WAY —�/� — -��— EXISTING EDGE OF PAVEMENT NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. RESIDENTIAL DRIVEWAY NOTE FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. rr rn( 1,, L U-) O� 4-1 L.L.1.e- PROPOSED DRIVEWAYS WILL BE "CUT -IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONSTRUCTED PER C.O.B. STD. DWG. ST-7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.8.2.3. �L STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -V- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES �A R1-1 N STOP SIGN CB R26(CA) N NO PARKING ANYTIME �C W31(CA) N END © R4-7 N DIVIDED ROAD �E R11-2 N ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 17 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) U O '�y W LO M r•- O co co LJi Lei- 4' PEDESTRIAN WALKWAY EASEMENT TO BE DEDICATED ON FINAL MAP (PATHWAY COURT) ONLY 1 PHASE 2(PUBLIC STREET)0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 42.68TI-4.5 R=36 I� ON CURVE Uo ^ fi a�com- WC�M 0 M Zcp-,a- rn�0v. -'mwj_'rd-_jM11noM 11000 Um U00�wd-N mto TWpm Y_f) (d0� 00 v CVO O Na 000�� 000�°'i- ��j r M !� "Jr- t 00 M L- I� to to 04 a Z U iZ i� O U J J O 0cn 0 O 00 O co 06 � O d- O to w W Q 00 -! ti L- 00 + 00 + 06 + �'"� + M . . . . . . . . . . . . . . . . . . . . . .N O+ ZX .d0' d- r- M 0.w . . . . . . . %Le.. .w � v� `yrti. . . . . .. . . . . . . . . . . . . . . . . . . to . . . . . N 00 .,._ �� UW 00� .�co O NN.ZO L� �Nf LfOj� � 352................. o+.:�+ :� .: �................... .:352 rt • o � ��- EXISTING Gfi OUND • /'ROfILE . . J J A T C'ENTERL>NE . . . . . . . . . . . . . . . . . . . ._ — -L-._. —.-r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350: :........: ........ .. .................................... .............:. .:. %.....:...... ........ .....350 +0.25% +0.35 +0.25% -.0:220 : o : : : :\4.csl6N --0.22% r� +0.25 FLOKINE PROFILE - . . . . . . . . . . . . . . . . . . aES/GN FL0KINE'PROFILE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348: .............. :.:................................................................................ :348 10+00 36.33' 11 +00 12+00 13+00 14+00 15+00 16+00 0 ol� N CURVE I 11" 00 �CL I- �" " �� °' WEST FLOWLINE PROFILE 0 < m ORof ci oc Lu wv;- W 00 -4- O-j n vi m fn U mM U 00 aI�_ W C� m 0 w N md• U a_ 00 d- O OU O Di di 0) lO ZW Z W O '- M 000 � L . . . . . . . . . . . . . . . . . . . N" .Q ._! . .... . . . . . . . . . . . . . . . . . . . . . . . . .0 . '�� 0i 00 Oci o r: LO o�:U a.Z + O O +Ln +to W 00 J L_W. 00 00 + 00 to + to ton � 00 J - �. �352....... ...: 3520•T 000.: v :. n Zam, GROJ/%D U-+C0 + u q.� LO� J+ �+ o GE—00 v NTERL/NE r i _ . . . . . . . . . . . . . . . . . . — —-�.-.�� :- . . . . *.. . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Li V- Alb 350: ... ...........: ....................... .............:. 5.%.........�'..................:350 _ +°. . -0.5p 0 . +0.25-0.25%: PATHWAY COURT --0.25% 0.25%- +0.25% : DES/GN FLOWLINE PROfIL£ . . . . . . . . . . . . . . . . . . DESIGN 'fZ0KINE PRORLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348:............................................................................................................................................348 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16+ 00 EAST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 500.00' 91.88' 10*31'42" 46.07' C2 518.00' 95.18' 10*31'42" 47.73' C3 482.00' 88.57' 10'31'42" 44.41' C4 ]42.00' 33.00' 27.16' 47'09'23" 14.40' C5 201.08' 274-1846" -- Qn.UO Luocn z� n,z uaZ'04E¢. 6w2wwww`LF= E ui ws¢z~Z�L1J=0 �tn�LLiZ�>°�°�Q �oa�0o wiOw¢uZ.1�w�L¢L. %%R2c�19 zZO -0�- F OLuUcn�s► pw9a-z=z ozaF <I=1.5 -=z ¢rYOj'g�3W' oZmw z Lu LULL!%jQV Y ) c6m <00lo-g66 t�u_F-ZZwo��m c�0§¢e��w,Ai,zn¢ G1 z�(rtJlN�z> OaZaFC-uj8oc¢n°� Z�ZzO U-�?m�aZZz� N W TLu >¢ U U Z 0 0 ��0 0L¢i,.ct. t�uUOttot-- V> 0 t9tnL,,xz¢,�Oa zo y > _n�,,, QQ+-�n�6v Qw0W`wz,O� cn coZ>U3 0 o�qq>=Lu_z CDO n- r d Z o M L0 t+ts c4 O WZ1��- N X Q Q C!) L LL a� � m N W N M 06 Z � a Z M w W �T_ N to O N 0 C u.i 0 a -2 O w_ W a Z�m s WWW o b w U a LL m a 10 00000%% i� < 04 06 U) D CJ 0 CN (n 0 o �E I'll d' N 0 0 L_ CL 0- i h-- LL.) c0 M Z o DATE 5/24/2021 PA JOB No. 3146E .- SHEET 0 L_ 0- E COB RECORDS No. OF 20 SHEETS ROADSIDE SIGN & PAVEMENT DELINEATION NOTES PAVEMENT DELINEATION LEGEND SIGN CODES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, OM1-3 N YELLOW DIAMOND OBJECT MARKER W1-6 (R) N ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT) SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD LATEST EDITION. AND A20D. NUMBER INOINDICATES DETAIL NO. ON STANDARD PLAN. OM2-2V N TYPE II VERTICAL OBJECT MARKER W1-6 (L) N ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC CW INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. OM4--3 N RED DIAMOND ABJECT MARKER W1--7 MTblO--DIRECTIONAL LARGE ARROW SIGN WORKS CONSTRUCTION (APWA/AGC). REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN SNS N STREET NAME SIGN W3-1 N STOP AHEAD 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL). SNS-METRO N METRO STREET NAME SIGN W3-3 N SIGNAL AHEAD MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL NY PAINT MEDIAN NOSES YELLOW R1-1 N STOP SIGN W31(CA) N END SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. R3-5(R) N RIGHT TURN ONLY R3-7 N RIGHT LANE MUST TURN RIGHT 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD LATEST 0 INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) R4-7 N DIVIDED ROAD W74(CA) N THRU TRAFFIC MERGE LEFT EDITION. 'C.,, INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. R5-1 N DO NOT ENTER W73A(CA) N RIGHT LANE TURNS RIGHT AHEAD 5. ALL POSTS SHALL BE PER PROPOSED C.O.B. STANDARD OR APPROVED EQUAL. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. R6-1(R) N ONE WAY (RIGHT) W1-1 (L "10") N LEFT TURN AHEAD 10 MPH 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF R7-9 N NO PARKING BIKE LANE W1-1 (R"10") N RIGHT TURN AHEAD 10 MPH BAKERSFIELD PUBLIC WORKS DEPARTMENT. F 9 INSTALL BIKE LANE SYMBOL w/PERSON PER CALTRANS STD. DWG. A24C R11-2 N ROAD CLOSED W1-6(L) N LEFT ARROW 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO STOP INSTALL WHITE "STOP" LEGEND AS SHOWN R26(CA) N NO PARKING ANYTIME W1-6(R) N RIGHT ARROW SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. R81 N BIKE LANE STOP NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD AHEAD INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO CENTERS OF STRIPES. PAVING. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 11 1 r, 9� jl I 9i I � �I II II�II I I II I I I It ( I ! II ! L 4' !9'I ! ! ! I ! 54' ! I 64'J �6� 19, I !I ! I II II hI SOUTH ALLEN ROAD (BY SEPARATE PLANS) i I I I I I I I I I I I 4 D- -- __ __ -_ __ __ __ __ -- __ __ __ __ __ __ ___..._. _ WHITE LANE (SECTION LINE) Lo TRACT BOUNDARY ""- � 70+$8.58 EXISTING MEDIAN ( ) _70 -------------_0_-- 71 _—.--_______—_ ___-- 7 _-- —--------______73 74 — S89'19'48"E _______----5 w r PROPOSED E.d 50 BEGIN 39 (PHASE 1) _ BEGIN �9 (PHASE 1) R7-9 9 W (PHASE 1) i 39 --------------- --------------- 232' 3EGIN 39 (PHASE 2) ' 27 c G c T_ t!) <t Q_ 46 R7-9 DAYBREAK COURT 47 53 SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. . INSTALL POST SIGN ON STREET LIGHT POST Q RELOCATE EXISTING SIGN. y REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). -� SIGN LOCATION t I I I I I I I I I I ---�--- -- -- -- -- -- -- -- -- -- - --- -EXISTING IMPROVEMENTS z 76+98.57 -_-_-_-----_-____ ____________----__ _--____ _ J Z �T END 9 (MATCH EXISTING) = w R7-9 /_END 39 (MATCH EXISTING) m EXIS11NG STRIPING TO REMAIN 54 PHASE 1 (PUBLIC STREET) WHITE LANE 55 W d CL R7-;9 �Z I ! _V) I �w I I -N- 0 25 50 100 HORIZONTAL: 1 "=50' I I I t I I I L- __ -----1 — EXIST1NG IMPROVEMENTS WHITE LANE (SECTION LINE) LO °° U w TRACT BOUNDARY —� ___________________________ _ EXISTING MEDIAN 70+88.58 ,�,_�._— — —__-- ______________________�._ _ — ---—________—__ _ -------_-----__ _____—___---------__ _________________w______________________________________________— ------ U W U- LL HUO wOv� z(n�z, w�1.. cwnw=ztiwapw0 UJ ;1-0 u}.ZC-VZ ¢w ''z�Wu >�o wcn�wZ�U 1-0Z��U1-omQ �wr ¢zcnw�,s wxOw=wv�v �Zct-t~.11-w0o c�a0,zz"-0w� Ow Uw oz°E- !Rr 15 z-© z W§_ a w <WooW�0amw v6w�w��C6Imz0 t _7Z�o0utaiDo0pa �.� p_ 0wzEuw�1 lx-cWno ¢ 1- u_ 9LL 2 0 9 c� zz 0�s¢Zagw�u1j�Zr.�¢ 0w.92Z> z�owo u I c¢a�-Olox �a'w� wLL-�OzQ' 62z�xo''.'U¢< a6ar w>o� V1-zw zz V(0cbw "-'z m azzzv a-2cwi�>¢UwcO—n�0 cnw� z¢�wocn c, ow Ou_wm ¢� xU0CL tn�L�Z'I-QU5 J�O wz¢¢Op o >>Qoz� I.0 0 z ;?! C/) i >y:w1. 0 U, z v! z> m ww02wz!0%i -U 1x-1xcl) w -�L1.P5 w � LWI P� - CD tci (? Z_ � o }• 0 N ui M > V r � CU X m Cq W N M Z N Z N M W N � C3 N —ri L 0 N W U. w O^ w x CL J m W w uj� w , w � o LL a o a 6}2 � 6+3 � ,—�' r 64 _ ...... _....._..._{,_ ....,. 615____..._,_..66_...__. .,�. S8919'48"E 64 _ 68 ._... .� 619-7�0 —.._. � 0- END �9 (MATCH EXPERPHASE 1}--_ --_---___________-�---_-------------------____04___ Q ------_-`----------------------------------------------_____________-- ______N . gc u-i R7-9 � � R7-9 9 w v� END 39 {MATCH EX. PER PHASE 1) r �� R7-9 39 f' N BEGIN Q9 (PHASE 2} 9 R7-9 \ 39 IS--__ __ _- -- --- -- - -- -- - -- -- -- (Ls) o JARDINEIRE LANE 26 16 15 ASHLEY COURT 5 PHASE 2 (PUBLIC STREET) WHITE LANE TI MADRONE LANE 4 mr as 46 DAYBREAK COURT 0, C 0. 1n i `� 47 -N- c a a z w 0 25 50 100 DATE 5/24/2021 HORIZONTAL: 1 "=50' PA JOB No. 3146F SHEET 0 Q E ,i -7 17 ti I OF 20 SHEETS COB RECORDS No. CONSTRUCTION NOTIES CONSTRUCT TC.O.B.T« DWG. T"-. PLANSL/S LANDSCAPED AREA (SEE LANDSCAPE YOTHERS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. {ri,Y I ', 141 �n l� 6 k 1-100MEN- = HORIZONTAL: 1"=,30' Fq�R stiF� / J cz < AoI ui�Nl� CNI > rk%� III 10. LANE WIDTHS ARE DIMENSIONED FROM FACE B -• CENTERTO OF STRIPE, ■ CENTERS STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED CONTRACTOR'S OPERATIONS A IY i ■ ■... ■ i ■ .. r INSTALL CONTINENTAL CROSSWALK tA MARKING PER RSP ■ PRIOR TO PAVING, THE DENGINEER FOR PROJECT SHALL CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL DAYS PRIOR TO PAVING. TC=350.28 _AC=349.45 In _ _ f CURVEAi ' 111111 ,� .mw L «+IIIIIII2 , :1 * . Y !� RA . 1, TRAFFIC STRIPING,LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANSI I I AND THE CALIFORNIA LATEST EDITION. 2. PAINTING U STRIPING I L BE PER STANDARDIFI TEONS FOR PUBLIC WORKS CONSTRUCTIONG). 3. ALL CONFLICTING MARKINGSSHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISEDSHALL BY PRIEDF ANY REMAINING EDUE SHALL BE REMOVED BY WET SANDBLASTING.ALL - SANDBLASTED L L COAT SHALL BE FOG SEALED. 4. ALL SIGNINGE T L DURING CONSTRUCTIONSHALL BE PER THE CALIFORNIA T LATEST EDITION. 5. ALL POSTS SHALL BE PER PROPOSED C.O.B.APPROVED EQUAL. 6. STRIPING AND SIGNINGY THE CONTRACTORIS SUBJECT TO APPROVAL BY THE CITYFIL LIC WORKS DEPARTMENT. 7. STRIPING I T SHALL BE THERMOPLASTIC ISECTION F THE STATE SPECIFICATIONS EXCEPT WHERE NOTED OTI . STANDARD8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS SPECIFICATIONPTH-02ALKYD i ALL CONSTRUCTION MATERIALS i ROADSIDE ....■ TRAFFIC A STRIPING, PAVEMENT . MARKERS, ...r. PAVEMENT MARKINGS ,. SHALL A. # INSTALLED BY T !► :_ is F' PAINT A NOSES - Q L.. 5j.GN LEGEND SIGN 0 0 EXISTING I ISNS STREET NAME SIGNc INSTALL NEW 1 POST SIGN. CIRCULARINTERSECTION v)I - 1 --17 INSTALL NEW 2 SIGNS1 POST 11— PEDESTRIAN IIt SIGN LOCATION IANYTIME W16-7PDIAGONAL DOWNWARD ARROW Q(CA) — TYPE ) MARKER a INDICATEDNOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE DATE 5/24/2021 INDICATES CALIFORNIAa) SHEET �?PA JOB No. 3146F E W O . r COB RECORDS . ------- - --- CON5JRUCTION CONSTRUCT 6WIDE SIDEWALK PER C.O.B. STD. DWG. CONSTRUCT 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B.FOR CONCRETE SPECIFICATIONS, JOINTS, CONSTRUCT 4' WIDE DECOMPOSED GRANITE PATH CONSTRUCT 6"x 6" CONCRETE MOW CURB PROPOSED LANDSCAPE AREA -LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX (SEE LANDSCAPE PLANS -BY OTHERS). ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER C.O.B. STANDARDS. + —Z —:3 m V) -(X TSI XJT XJT 0 NOTE "A": BLOCK WALLS ARE SHOWN FOR REFERENCE ONLY. BLOCK WALLS EXCEEDING 7'-0" IN HEIGHT SHALL BE CONSTRUCTED BY SEPARATE PLANS OR A SEPARATE BUILDING PERMIT. NOT A PART OF THESE PLANS. ANY WALL F001ING EASEMENTS (IF NECESSARY) SHALL BE DEDICATED ON THE FINAL MAP. NOTE "B": PROTECT EXISTING UTILITIES IN PLACE, TRAFFIC SIGNAL INTERCONNECT, DRY UTILITIES TRENCH, WATER MAIN, ETC. STREET CENTERLINE STREET RIGHT-OF-WAY EFA ui z 3: 0 EXISTING CURB & GUTTER__ll., EXISTING TRAFFIC SIGNAL-/ INTERCONNECT NOTE: STREET TO BE PUBLICLY MAINTAINED PER "WMSP" EXHIBIT 4-4 SOUTH ALLEN ROAD WMSP ARTERIAL' STREET i W171 NOT TO SCALI a TT 7372 PROPOSED BLOCK WALL (H.O.A. MAINTAINED) EXISTING DRY UTILITY JOINT TRENCH LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. — — — — — — — — — — — — — — — — — — — — — — — — --//T- -T11— —7/7- -7/7— -7 —7// -7 ff�117— 00 00 pp, —57 58 59 60 61 62 --6,;— — —J xx 62+82.41 ------------ I L . . . .......... ................... .. . ... I 77 0-mmmommemp .1 limmillm 10 sop %� ----------- SEE NOTE nB" -EXISTING IMPROVEMENTS PER SOUTH ALLEN ROAD-MUIRLANDS PARKWAY STREET PLANS TSB TS1 XJT XJT _,XJT zTSI XJT XJT XJT STREET R/W DEDICATION TO - < THE CITY OF BAKERSFIELD PER 1_l DOC. NO. 2 0146270 O.R. PHASE 2 (PUBLICOm" S'TREETN SEE NOTE "B" XJT I I XJT A\ 5 WHITE (SEE Sh 0 20 40 80 HORIZONTAL: 1"=40' II - — -- — -- — -- — -- - -- - -- - -- - -- - -- - -- 00 I 00 qq, iii 75-- 46 47 48 49 50 51 5T2 Uwj ....... . ........ 0 \45�85.28 :3 m Uj C) LO EXISTING IMPROVEMENTS PER SOUTH ALLEN ROAD-MUIRLANDS PARKWAY STREET PLANS% -.-SEE NOTE "B" SEE NOTE "B" 5 5 TSI — - - — - - . ... . .. . ............. .. . ...... . .. ... Ts! XJT TS — TSI TSI T J T XJT — — — — — — — — — — — — — — — II I II TS IN 48' 54' 1 12' 26' I II MUIRLANDS PARKWAY (SEE SHEET 20) +_ XJT mm. XJT XJT x I — i-n XJT JT_ -STREET R/W DEDICATION TO THE CITY OF BAKERSFIELD PER DOC. NO. 220146270 ).R. PHASE 214' (PUBLIC";` STREET) F up.% 000� 0 20 40 80 HORIZONTAL: 0 cn 0 0 -1-1 L0 0 0) 0- Q _0 V) U) I COL 0 z Z w 0 2 co Lu > 0 U_ cc cr. 40 vs) mwmm� CN < 'A A-W cc AWIL U ) ozi Lr. j z LOU CL -IJ j %*ftm0000 IAO < 04 0 Uj z 0 LLJ DATE 5/24/202 PA JOB No. 3146 SHEET 0 OF COB o20 SHEETS RECORDSN. CONSTRETION NOTES [1] CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-5 & ST-6. CONSTRUCT ' WIDE CONCRETE MULTI—USEIL I " "CONCRETE) C.O.B. . DWG. — --. FOR CONCRETE SPECIFICATIONS,I , CONSTRUCT ' WIDE DECOMPOSED GRANITE CONSTRUCT 6 y} V }, PROPOSED LANDSCAPE A AREA —LANDSCAPE CONCRETE MOW CURB L Y VARY FROM 2% MIN 4:1 MAX (SEE LANDSCAPE PLANS —BY. ALL PLAN VIEW STATIONINGIS BASED ON CENTERLINEL I . ALL PROFILE STATIONINGIS BASED ON FLOWLINE DATA UNLESS OTHERWISE. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. FINISHEDTO C.O.B. STANDARDS. M0,I *� * _lI� 11 f I I I I r , 1 I I s 1 I II I , II SEE STEPHAN J. DeBRANCH TRAIL AND PARK PLANS FOR CON11NUAlION (NOT A PART) r fir' y �✓'Ile r r r dO NOTE U- "A": L L, WALLSI " I , ;- ! SHALL BUILDING IIDE LINEAR TRAIL r i= LOU PART OF THESE PLANS. I L I i-a'_ ON THE " FINAL . MAINTAINED) 7 IMPROVEMENTS E— r— NOTE "B": PROTECT EXISTING UTILITIESIN PLACE, TRAFFIC SIGNALIL! TT 7372 OR ' WIDE LANDSCAPE LOT MULTI— IL �- —' TRENCH, WATER MAIN, .'CURB AND LANDSCAPING DRILL SITE I ' I EXISTING I-- �.-cn muj Iwo au: CENTERLINE I S T T I T` Y s ' — a I f FINISHED PAD\\/ �'\ \®1 /\\/\�/\\ t\\/\\f�\/ �\/\\/\\/\/ ISTING EXCURB & GUTTER 77 2% MAX �- GRADINGCD Uj ROUGH GRADE LINE (FINE TO BE DONE BY �f STREETCONCRETE CONTRACTOR) NOTE: SECTION SHALL BE PUBLICLYNO PARKING ALLOWED }} }} I TMAINTAINEDa, PER }} }} EXHIBIT t I n i "- 1_ a �. PHASE 1 (PUBLIC STREET) M U I RLAN DS ARKU —'of 0 EXISTINGDRIVEWAY PER SOUTH ALLEN STREET R/W DEDICATION TO --R-- I L T T PLANS ,.—THE CITY! L PER PARCE MAP 12100 1.97 I I F .� 1.1 lim FS 1.7 ~ " Fs F 50. _Im.50 50.967N-Si 19 Ti rPHASE 1 (PUBLIC STREET) rIkAl 11 1 AKIMC A Vb r LARIMAR DRIVE (SEE SHEET 6) 1 o s s ®a PROPOSED PARK (BY SEPARATE PLANS) wm- 0 1 1 , � m I N I ,d4 -N- 1 1 , 1 HORIZONTAL:cn U) < > U) EXISTING C) DRILL SITE 33X-13 TR CT 7347-2 z (NOT A PART),�` \\�< W EXISTING DRIVEWAY PER SOUTH ALLEN ROAD-MUIRLANDS PARKWAY STREET PLANS,cy) 0� w 5Z5 1 1 7 'ACT 7 Y F 37 F I I ' —--------- 00 5 \52.35 CN -52.15 F 5 0=8 7 FL51.11 L ®------- tEEXISTING --—^^^^---°--�°---°--- ____ � LLIMPROVEMENTS 0 51.37 T 51.61 T 0, _ {_ T L °------------------------------------- Sf----------------------------------------- c: Ll.. C3 1—° I CS? NO C I s A■I IAI NII lil IllgN I I IIA 111 IIAI i DATE �pjl //ill PA ................ 1 3-7 LSHEET OF 20 SHEETS i i • COB RECO"